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' ~ . . . . . ~ . . ~ . . ~ . . ~i ~ . . . ~ . . . . . . . . . . . ~ ~ . . . . . , . . . . ~ . . . . ~ . . . . ~ ~ . . ~ . . . . . . , . ~ . . . . . . . . . . , . ~ . . . . . . . . . . . . . . . . ~ . ~ . . . . . . . . . . . . . . ~ . . . . . . . . < ~ ~ ~ I~I.~.~ ~C~ ~ ~ ~ , s ~ ~ ~ ~ a ~ ~ ~ ~ ~ ; ~ s ~ ~ 4ou ~ . . ...o-.. 6 8 ~ . . . ~ . . ~ 9 . . _ _ ~ ~ ~ ~ ~ c~ ~ ~ ~ ~ . . 13 ~ ~ _ . . ~ ~ ~ -j -L-.L V 1 1,41 _ . . ~d 1 ~ ~ ~ ~ ~ c-i ~ ~ ~ ~ ~ ~ ~ ' '~~j ~ ~~~~~A E a I 0sZ~ t~t , u ~~~S ~ 06 , 34i9V f~ ~ ~ L 9 _ ~ ~ ! 31VC1 ~ Sia3dO~3A30 ` i o L 40v.!Re 3 , ~~4 1 S. td ~ 3~VDS :DlHdV8O ~a~~ ~ 096 r 1 I ~ t itOOs ~ ~ . 00.06 m (4 , ~q (a ~E~d00.06 MCOLVd L L ~ ~ ~Nl . ~1 . ~ ~ TOP OF TYPE " B" CUR DRAINAGE EASEMENT AS SPECIFIED ON PLAN .91 BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND 5' TRANSITION __*m_ /_ TYPE "F'" (_,�URB m TOP OF T_YPE "R pf CURB 4 f� DRAIKAGE_,EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEA. TOP OF CURB ELEV. + .201 DRAINAGE STRUCTURE WHERE SHOWN ON PLANS NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) 13ETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AtlD BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. .9' BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEV.— TOP OF CURB ELEV. + �20 1 A14 As 414 � I . .1. � A 7 3 MAX DRAINAGE STRUCTURE--, WHERE SHOWN ON PLANS POND BOTTOM ELEA. 2027.25 POND BOTTOM AREA 21 SO. FT. '208' VOL. REQUIRED 122 CU.FT. '208" VOL. PROVIDED 127 CU.FT. 1 1-11 1 '% &� POND L.0 %ol I I %e I lw I L_ L_ L_ T . BOTTOM AREA — A— W d— %..' 225 - %_J W SQ.FT. '208* VOL. REQUIRED 134 CU.FT. '208' VOL. PROVIDED 135 CU.FT. SPOKANE COUNTY TYPE "W' DRYW`ELL-__-N--,, H CURB INLET TYPE 2 SPOKANE COUNTY 0� t$ TYPE 6 DRYWELL INDIANA LAVENUE TYPEE "B" CURB '208' VOL. REQUIRED = 344 CU.FT. '208' VOL. PROVIDED = 409 CU.PT. .8' BELOW EDGE OF PAINT. ELEA. ADJACENT TO POND GRATE ELEVATION 3 MAX. 1 1 - 50$ POND BOTTOM ELEV. 2029.50 POND BOTTOM AREA 510 SO. FT. '208' VOL. REQUIRED 240 CU.FT. '208' VOL. PROVIDED 323 CU.FT. Hill NOTE: HYDROSEEDING SHALL, BE I RYLAND TYPE GRASS. THE GRASS SWALE AREA S iALL dAVE 3 LIVING iii 1 5' D RAI NAG E ww� POND .1.1-11-1. _ F "I'll, "I'll" � I POND G AND VIGOROUS GIRAS,.:"�� PLA ITS P_R SQUARE POND BOTTOM ELEV. 2027-96 POND BOTTOM ELEV. 2027.96 FOOT AT THE END OF ONE YEAR TO BE POND BOTTOM AREA 347 SQ.FT. POND BOTTOM AREA 368 SQ.FT. '208' VOL. REQUIRED 177 CU.FT. '2081 VOL. REQUIRED 177 CU.FT. '208' VOL. PROVIDED 211 CU.FT. '208* VOL. PROVIDED 222 CU.PT. ol e L CURB INLET TYPE 2 SPOKANE COUNTY 0� t$ TYPE 6 DRYWELL INDIANA LAVENUE TYPEE "B" CURB '208' VOL. REQUIRED = 344 CU.FT. '208' VOL. PROVIDED = 409 CU.PT. .8' BELOW EDGE OF PAINT. ELEA. ADJACENT TO POND GRATE ELEVATION 3 MAX. 1 1 - 50$ POND BOTTOM ELEV. 2029.50 POND BOTTOM AREA 510 SO. FT. '208' VOL. REQUIRED 240 CU.FT. '208' VOL. PROVIDED 323 CU.FT. Hill NOTE: HYDROSEEDING SHALL, BE I RYLAND TYPE GRASS. THE GRASS SWALE AREA S iALL dAVE 3 LIVING DRAINAGE DITCH TO POND BOTTOM 5' D RAI NAG E AND VIGOROUS GIRAS,.:"�� PLA ITS P_R SQUARE w_ J FOOT AT THE END OF ONE YEAR TO BE CONSIDERED COMPLETE. .,,-,IAL PUBLIC DOCUMENT COUNTY ENGINEEWS OFFICE SEED 40 It s/ACF'E ol e L 33% DURAR HARD FESCJE :Oiol I Tr A L RETURN TO COUNTY ENGINEER i 33% SHEEP FESCUEAp �roved B RECEIVED JUL 0_9'� 1996 33% REUBANS CA,NADA BLUIE13R2S, SPOKANE COUNTY ENGINEER 12-24-24 FERTILIZER 00 IIcs/ACRE POND BOTTOM ELEV. 2027.90 z SYLVA FIBER IMULCH 000 bs/ACRE POND BOTTOM AREA 734 SQ.FT, 1208' VOL. REQUIRED = 367 CU.FT. J—TAC SOIL BINDER 0 lbs/ACRE '208' VOL. PROVIDED = 442 CU.FT. - ------- -- -------------- - 8 to COMPACTED CRUSHED SURFACING BASE uj COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. ci z DRAINAGE DITCH TO POND BOTTOM 5' D RAI NAG E EASEMENT w_ J IV .,,-,IAL PUBLIC DOCUMENT COUNTY ENGINEEWS OFFICE ol e L :Oiol I Tr A L RETURN TO COUNTY ENGINEER RECEIVED JUL 0_9'� 1996 SPOKANE COUNTY ENGINEER POND BOTTOM ELEV. 2027.90 POND BOTTOM AREA 734 SQ.FT, 1208' VOL. REQUIRED = 367 CU.FT. '208' VOL. PROVIDED = 442 CU.FT. . I~I~1~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ j ~ , ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ' ' ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ . ~ ~ . ~ ~ ~ ~ g4 : ~ _ . ` ~ ~ ~ ~ ~ ~ a.~ ~ $ ~ ~ ~ ~~m.. ~ ~ ~ ~ ~ ~ ~ ~ #s_ ~ ~ . ~ ~ ~ ~ ~ ' ~ : ~ ~ ~ ~ ~ ~r .~.e m...~. . , ; ~ ~ ~ ~ ' . ~ ~ ~ ~ ' ~ ~ ~ ~ ~ , ~ . ~ . ~ . . t~~ . 8 . . ~ ~ ~ ~ ~ ~I~~ ~ F ~:n. ~ I ~JTI~..I ~~s;~ ~ ~ ' ~ ~ I ~ C ~ I ~ ~ , ~ ' ~ ~ ~ ~ ~ ~ ~ . s~.. ~ ~ ~ ~ ~ ° ~ _ ~ ~r t ~ ~~..w.. ~ ~ µe ~ ~ ' ~ ~ . ' ~tws, a . ~ . . . '~a,,. ~ ~ . . . . r. . . ~ ~ ~ro~" ~ ~ A . . . ~a. I . 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' ~ ~ rarawx x t ~ ~ ~ ~ ~ ~ . . , ~ ~ ~ ~ ~ ~ . ~ „ f ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ; ~ ~ ~ ~ " ~ ~ ~ t . ~ ~ ~ ~ ; ; ~ . ~ : . ~ , ~ : _ ~ t : , : ~ ; , : ~ H ~ ~ i , ~ ~ ~ < ~ ~ ~ ~ ~ ; ~ , ~ , ~ t~ . _ ~ _ 6~~,.. i ~ ~ _ f~ . . . ~ . . ~ : ~ i . . ~ . .f " . f~. . ` { . . . . . x , ~ ~ . t ~ ~ ~ , t ~ ~~a , „ . ~ r ' M~.. ~ ~ ~ . ~ , ~ . ~ ~ ~ ~ . . . „M:~. , + ~ I ~ ~ . , . t ~ ~ ~ ~ ~ . ~ : ~ . ~ , , ~ ; ; ~ . „ ~ ~ , , ~ ~ i . . _ ~ . . . . ~ ~ ~ . ~ x e - :.~H ~ . ~ n a~. ~ ~:'"w.. ~ . . . x . . , ~ ~ "e ~ + ~ ~ j ~ . ~ . f . . . ~ ~ a ~ a ~ ~ . ~ . . t . ~ ~ . , , ° ~ ~ ' h~,;~ ~ ~ . ; . ~ ~ k , . ~ . m , . ~t.;,: ; , _ . . . . . . ~ a~ ~ ~ ~d;~. j . t . ~ ! ~ „„x~ ± . . , ~ . w~,... i . ~ ~ - # : ~ . + ' . ~ ~ ' a.,: ~ ~ . . . ~ . . ~ . ~ ~ ~ . ~ „ - ~ .t ~ # . ~ ; ; y ~ ~ ~ ~ - ~ ° ; ' ~ , ; . 3 , ~ . . . . , t . ~ , _ _ ' ' ~a ~ , ~ t~ ~ ~ ~ ~ t ~ 3- ~ , , # . ~ t . ~ : ~ ~ . ~ ~ ~ ~ s , % . ~~x~ h. ~ { , ~ ~ : ; , ~ ~ ~ ~ ~ ~ ; „ s . , ~ ~ ~ .t. t ~ , ~ r ~ ~?';n~~~~„ ~ ~ a~ , ~ t ~ . ~ . . 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Y . . 9 . . ~ ~ . ~ ~ . . ~ ~ . . ~ . ~ ~ . . . ~ . . . . . g. . . . . . . . . ! . . . . . ~ ~ ~ . ~ . . . . . . y . . . 4 . . . . . ~ ~ ~ . . ~ . . . ~ ~ a ~ ~ . ~ ~ ~ . ~ . ~ ~ ~ . . . ~ k. . . ~ . . ~ { ~ . ~ . ~i 1 ~ . . . . . ~ ~ . . ~ . ~ ~ . ~ . . . . ~ . . . . . . . . . . . . ~ y 5 . B ~ . . ~ ~ ~ . . ~ ~ y . ~ . . ~ y ~ ~ o . . . . . . . g: ~ . ~ . . . . ~ . . Y ~ . . . . . . . . 1 . ~ ~ ~ . . . ~ . . . ~ . . . ~ ~ . . . . i . . . { . . t . . . . Y # ~ . . . . . . . . . . ~ . . ~ ~ . . . . ~ . g . ~ . . . . y ( . 4 . . ~ . ~ . . . ~ ~ . . ~ . . ~ Y~ . ~ . . . f ~ ~ . . . . . ~ . . . . . . . . . . . . ~ . . . ~ Y . . b . . . ~ ~ . . ~ . ~ . . ( ~ . k . . . . . . . . ~ ~ j ~ ~ . . ~ . ` . . . . ~ . . 4.. . ~ ~ . . . ~ . . t~. . . ~ . . . ~ . . . ~ ~ . ~ ~ . ~ . . ~ . . . . . . . Y . . . . . . . 3 . . ~ i . . . . ~ . . . . . . . . . . . . 1. . . 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[ r ~ ~ ' t { ~ ~ t s ~ ~ f ~ G ~ t . . . . . . . . . ~ . ~ . ~ ~ . ~ ~ ~ . ~ . . ~ a~ . ~ . . . . ~ # . . . . . . . . . s . . . ~ . . . . . . . . . . . ~ . . . ~ . ~ . ~ . . . . . ~k~ . . . . . . { . i # 1 ~ L - - _ - - - _ 3 ~ ~ { ~ ~ ~ ~ . . ~ . ~ y: . . ~ . . . ; . . ~ . . . ~ ~ ~ ~ . . . . . { . . . . . . . . . . . { . . y . . . ~ . ~ . . . . . ~ ~ . . ~ ~ ~ . . # ~ ~ ~ E ~ . ~ . . ~ ~ ~ . . . . . . . . . . . ~ . . ~ k ~ . . ~ . ~ } . . . . . . . . . . . . . . . ~ . . . k . . ~ ~ . . ~ ~ ~ . . . . ~ ~ ~ . . . . . . . . ~ ~ . . ~ ~ ~ ~ ~ . . ~ ~ ~ . . ~ . . . ~ ~ . ~ . . ~ 1.. . . ~ ~ . . . ~ ~ . ~ ~ ~ ~ ~ ~ # ~ . . . t . . . ~ . . . . . . . . . i.. . . . . . . . a . . . . . . t . . . ~ q . ~ ~ ~ . . . . . . . . . . . . ~ . . t . 4 . t . . . . ~ . . . . . . . . i. . . . ~ . . ~ ~ ~ . . . . ~ ? . . . . ~ ~ ~ . ~ . . ~ ~ . . ~ ~ ~ ~ . . ~ . f ~ . i . . i . ~ ~ ~ . ~ ~ ~ ~ ~ ~ . ~ . ~ ~ . . . ~ . . ~ . . ~ . ~ . . . . . ~ . . ~ i ~ ~ ~ . . . . . . . . . . ~ ~ . ~ ~ . . . . ~ . . . . . . . ~ . . . . . . t i ~ ~ ~ ~ ~ . . . . . . . . . . ~ . . . . . . . . . . . :s . . . . . . . ~ ~ . ~ . . ~ . . . . s t y ~ ~ ~ . ~ ~ . ~ . ~ . . . ~ ~ . ~ ~ . . . . . . . . . . ~ . ~ . ~ . i . ~ . ~ . . . . . . . . . . ~ . ~ . ~ . : . . . ~ . . . ~ . . ~ . ~ ~ t . . . . . . . . . . ~ . . . ~ . . . . . . . , ~ . . . . ~ . y . . . . . t. ~ . . t . . . ~ c . ~ . . v . . . . . . . . ~ . . . . . ~ ~ . . ~ ~ . ~ . ~ ~ ~ ~ . a . . . . . r. . . . . . . ~ . ~ . . . . . . . . f . . . . . . . . . . . . ~ . ~ . . . . . j.. ~ . . ~ . ~ . . . . . . . . . . . . . . . . I~~. . . . . ! . . . . . . . . . . . . . ~ . . . . . . . ~ ~ . . . . ~ . . . . i . . . . . ~ . . ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ . ~ . . ~ . . ~ . . ~ ~ ~ j~. ~ ~ ~ . . . # ~ . . ~ ~ 4 ~ . . . . . . ~ ~ . . . . X . . . . i#~. . . . . . . . a~. ~ . ~ . ~ ~ . . . . . . . . . ~ . . . . . . . . . . . . . . . . . ) . ~ ~ ~ . . ~ . . . 7. . ~ . . . + . . . ~ . F ~ ~ . . . . . ~ . . . . . . . ~ ~ ~ . . ~ ~ . . . . d ~ . ~ . ~ . . # . . . . ~ ~ . ~ ~ ~ . . . . . . . . . . ~ . . . . . . ~ ~ ~ ~ . ~ ~ . . . . ~ ~ ~ . . . . ~ ~ . ~ t. . . . . ~ . ~ . i ~ t . . . . . . . { . . # . . . ~ . . I I ~ . . ~ . . . . ~ . ~ ~ ~ . ~ ~ . . . . . . . . . ( ~ ~ . . . . . ~ . ~ { . t } . . ~ . ~ . ~ . . . . . . . . . . ~ . . . . ~ . {k . . . ~ ~ . . . . . . ~ . . . . . . . . . . . . . ~ . . . i. . . . . . . . . . . ~ ~ . . $ . . ~ . . . ~ ~ ~ . . . ~ ~ ~ ~ . ~ ~ . . . . . ~ . ~ . ~ ~ ~ . 4 ~ ~ ~ . . . ~ ~ . ~ j~~~. . . ~ 1 . . i . ~ ~ . ~ . ~ ~ ~ . ~ ~ . . ~ . . . . . . ~ . ~ . ~ ~ ~ ~ } ~ . . . . 4 . 3 ~ . . . . . . ~ . ~ . . . I.~ ~ . . . . . ~ ~ ~ . . . ~ . ~ i . . . . . . ~ ~ ~ . . t ~ ~ ~ . . . . . . . . ~ . . . . . ~ i ~ . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ . ~ . . ~ . . t . . . . ~ d . . . . . . . . . . . ~ ~ ~ t . ~ ~ . ~ ~ . ~ ~ ~ . . . ~ ~ . . . . . . . . i ~ . . . . . . . ~ . . . ~ ~ . . . . . . . . . . . . ~ ~ ~ . . . . t . . . . j . . . . . . . . . . . . . . . . . t . . . . . . . . # . . . . ~ . . . . . . # . . ~ . ~ . ~ ~ ~ . . ~ ~ ~ . ~ . . . . . . . ~ . . . . . ~ . . . k i . . . ~ ~ . . . . . . . . ~ . ~ . . ~ . ~ . . . . 4 . ~ . ~ . k l . . ~ . . ~ . . ~ . ~ t. . . . . . . . . . . . ~ . . . . . k. . . ~ . ~ . . ~ ~ ~ . ~ . . . . . . . . . . ~ . . ~ ~ . . . . . t~ . . . # . . ~ 4 . . . ~ . . . . ~ g . ~ . . . . . 4 . . . . . ~ . ~ . . ~ . . . . ~ ~ ~ ! . . . ~ . ~ t ~ . i . . . . . . . ~ . . . ~ ~ . . ~ . } . . . . 4 . . ~ . . . . . ~ . . . . . . . ~ . . . . . . . . . . . . . . . . . ~ . . # . ~ ~ . . E ~ ~ . . . . . . . . ~ . . ~ . . ~ . . . . F . . . # . . y . . . . ' . . . . ~ . ; . . ~ . ~ . . . . . . ~ . . . ~ . . . . ~ k. ~ . . ~ . . ~ ~ . . ~ . . . . . . . ~ . . . . . . . A ~ . ~ . ~ . . ~ . ~ j ~ . ~ . . . . . ~ . ~ ~ . . . ~ . . . 9~ . ~ ~ ~ ~ ~ ~ . ~ e ~ ~ ~ ~ t ~ . . ~ . . . . ~ ~ . . . . . . ~ ~ . . k~ . ~ . i . . . ~ . ~ . ~ ~ . . . . - ~ 6. . . . . . . t . . . ~ . . . ~ t ~ . . . . . . . . R . . . ~ . . . ~ . ~ . . . ~ . 4 . . . . t ~ . . . . 4. . . 4 . 1 . . . . ~ . . . . ~ . . Y. . ~ ~ . . . . . . ~ . . . . # . . ~ ~ . ~ . ~ . ~ . . . . . . . ~ . . k . ~ ~ . . ~ . ~ . ~ ~ . . s ~ ~ ~ . . . . . . i . . t t . . . . . . . . ~ . . . . . d . . # ~ . . . . . . . . . . . . . . . . a. , . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . 4 . . ~ , ~ . . . ~ . . . ~ . } . . . . . . . . i . . . . . I. . ~ . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ . . ~ R~. ~ . . . ~ . ~ . . 5 . . . ~ . . g ~ . . . . . ~ . . . . . ~ . . . . ~ . . ~ . . 9~ . . . . . . . . . . . . g 1 I. ' # . ~ . . ~ . . ~ . . . . . . ~ . . . t . . . . . . . . : . ~ . - . . . } . ~ . . . . . . . . ~ . . . ~ ~ . ~ . 1 ~ ~ ~ y. ~ ~ . . ~ t . t ~ ~ . . ~ . . ~ . B . ~ ~ . ~ . ~ ~ . . ~ ~ . i . . i. . j . ~ E . . ~ ~ . . . . . . ~ . ~ . ~ . . ~ . . . ~ . .m . ~ . . . ~t . . . f . . . ~ . , . . ~ . . . . . . ~ ~ . ~ ~ ~ . . . . . ~ : . . ~ i i . ~ . . . . . ~ . ~ .3 ~ . ~ . . i . t . ~ . . . . , . . ~ . . ~ 9.. . ~ . . . . f . ~ . 4{ . . . . y . ~ ~ i~~ ~ k . ~ . ~ . . . ~ . ~ . . . . ~ . . . . . . . . ~ . . . . . . f. . . . . t . . . k ~ ~ ~ ~ ~ ~ ~ . . ~ . . ~ . $y~. ~ ~ . . 4 ~ . ~ . ~ ; . . . ~ . ~ . . . . . . . . . ~ . ~ . . ~ ~ F ~ . . . . . . . ~ . q . . . . ~ . . . . . . . . . . . . . . . . ~ ~ . . . . I . . t . . . ~ ~ . . . . . ~ . ~ . ~ . . . i . . ~ . e . ti } ~ ~ . ~ . . . . . . . . . . . . . . . . . . . ~ ~ . . . . . ~ ~ . a . . ~ . ~ ~ . . ~ . ~ ~ . . t e . . . . . . ~ . ~ . ~ ~ . . ~ . ~ . . . . ~ ~ ~ . . . ~ . . . . . ~ ~ . . . , . . . ~ ~ ~ . ~ . . . . ~ . . . e . . . . . . . t. . . . . . . . . . . . . . . k . . . . . . . . ~ . . . . . . ~ . . . . . . . ; . . . . . . ~ . E . . . . ~ . . . . ~ ~ . . ~ . ~ ~ . . . ~ ~ . . . . y . . . : ~ Y ~ . . ~ . ~ ~ ~ . ~ . ~ ~ ~ . ' . . ~ . . . . . % . . . . . s . . . ~ . . . . . . . . ~ ~ . . ~ . . . 5 . 6 . . . . . . . . . . . ~ . . ( . . ~ . . ~ ~ . k . ~ £ . . . ~ 1 ~ . . - . . ~ . . . ~ . ~ t~ ~ ~ . . . . . . . ~ ~ . . f . ~ ~ . . . . ~ . . I . . # ~ ~ 9 . . . . ~ . . . . 4 1 . . . ~ . . . ~ ~ . . . . . . ~ . . . . ~ e . ~ : ~ . . ~ . ~ . ~ . ~ . . ~ ~ . . . . . . . ~ . . t . ~ . e . . ~ ~ . . . . . . . . . . . . ~ . ~ ~ . ~ ~ ~ ~ . . ~ i . . ~ . E . . . . . . . ~ . ~ ~ ~ . ; . ~ . . ~ ~ i . . . { ~ . . . . . . . . . ~ . . . . i . . ~ . . ~ . ~ . ~ . . . . . . ~ ~ . ~ . . . . . . . . . . . ~ . ~ . . . . . . . i ~ ~ . . ~ ~ ti . . . ~ . ~ . ~ . . . . . . . . : ~ . . j . . . ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ . . . ~ . E . . . . . . . . . ~ . ~ ~ . . . t . . . ~ . . . j . ~ . . . . . ~ ~ . . . . . . . . ~ . . . . . } . . . . . . . I. : ~ . . . . . . . . . . . . . . ~ ~ . . . ~ ~ . . . . . . . . . . . . . . ~ . . . ~ ~ ~ . ~ ~ . ~ . ~ I. ~ . . . . . . . € . . . . . . . . . . . ~ Y.. ~ ~ . . . . . . . . . : . . . . ~ . . . . . ~ . . . ~ ~ ~ . . ~ . ~ ~ ~ ~ ~ . ~ ~ ~ . . ~ ~ ~ ~ . ~ . . . . a' . ~ . i . . . ~ . . . . . ; ~ ~ ~ . ~ ~ . . ~ . . . . . . ~ . . ~ . . . . . i . . . ~ . . . . . ~ . . . . . . . . . . . . . m... . . . . . . . . . . . . . . . . . ! . . . . . . . . . . . . . . ~ . . . . ~ . . . . . . . 1. . . . ~ . . . . . . . . y . . ~ . . . . . . . . . ~ . . . ~ . ~ 1 . ~ . . . ~ . . ~ . . . ~ . ~ . . ~ . # . . ~ . . . ~ . ~ . . . . ~ . ~ ~ . . . ~ ~ . . ~ . . . . . . . . . ~ . . . . . . ~ ~ ~ . . ~ . . g. . . ~ . . . . ~ ~ ~ ~ i . . . . ~ . ~ . ~ . . . . . . ~9 . . 6~. ~ . . 3 . ~ ~ . ~ . . . . # . ~ . ~ ~ . . . i . . . . . ~ . . . f - . . # . . . . . . . ~ . . . 4 . ~ . A.: . . . . . . . . . . . 6 . . . . . . . . . . . g . ~ . . . i . . . ~ . . . ~ . . . . . . 6~~~ . . . ~ ~ + . ~ . ~ . ~ . . ~ . ~ ~ . . ~ . . . . . . . I . . . . . . . . . . . . . jf . . . . ~9 . . ~ 4 . 9 ~ ~ . . . . . . . . ~ . ~ . . 9 . . . ~ ~ ~ ~ . . . ~ ~ . ~ ~ . . . . . . ~ . . . . . ' . . i . . . 1 ~ . . ~ . . . . ~ ~ . ~ . ~ . . . . . ~ . fi . ~ . ~ . ~ . ~9~ . . . ~ ~ . . ~ . . . . . ~ . ~ . ~ . . 4 ~ ~ . . . . . ~ . . . . . ~ . . . . . . . . . . . . . ~ ~ i ~ . . k . . . . . . . ~ . . ~ . ~ g . . ~ . . . . . .i . . ~ I ~ . . . . . . ~ y ~ . . . ~ ~ . ~ . 9 . i. . ~ ~ ~ ~ ~ . . . ; ~ . . ~ . . # . ~ ~ . i ~ . . I. . . . . ~ . ~ . . . ~ . . . ~ . ~ . . ~ ~ . . . . H9 . . . . . ~ . . . ~ .1 . . . . . . I ~ . . ~ . . . . . . ~ ~ . . . . ~ . H.. . . . . . . . . ~ e . . . . . ~ ~ ~ ~ ~ . . . . ~ . . . . . . ~ . ~ . . ~ . . ~ . . ~ ~ . . . : . . . . ~ . . . . . . . . . ~ . . . . . . ~ . . . . ~ ~ . . . t . ~ . . . . . ~ ~ 1 . ~ . ~ ~ . . . . . . . . . . . . . . . . ~ . . . . ~ . . . ~ . . ~ . . . . . ~ . ~ . ~ . . i . . ~ . . ~ . . . ~ i ~ . . . . . . . . . i.. . . . . ~ . . y . . . . . ~ . i ~ . . . . . . $ . . . ~ . ~ . . . ~ . . . ~ ~ ~ ~ 1 . . . ~ . ~ ~ . . ~ ~ . . ~ . ~ ~ . ~ . ~ . ~ . . . 9 . . ~ ~ ~ ~ ~ ~ ~ . . a ~ . . . . . . ~ . . ; . . . . . ~ . . . . i . . . . . . . . . . ~ . . i . . . . . . ~ . . . . # . . r . . . . . . . . . . . . . . . . ~ . . . # . . . . . ~ . . . ~ i ~ . . ~ . . . . . . . . B . . ~ ~ . . . . . . . . ~ ~ . . . ~ . . . ~ t. . 1. . . . . . . . i . . . . . . . . ~ ~ . . . ~ ~ . . . . ~ . ~ . . ~ . . . . . . . ~ . § ~ . . . , . . . . . ~ ~ . . . . . ~ ~ ~ ~ . ~ 1 . . . . . ~ 4 ~ ~ . ~ . ~ . . ~ j ~ . . . . . . ~ . . . ~ . . . . ~ ~ . ~ . ~ . ~ . . . . ~ . . . ~ . . ~ . ~ ~ . . . . . . ti j e ~ . . . ~ . . . . . . . ~ . ~ . ~ . H . . . i . ~ ~ a m ~ € ~ ¢ ~ . . . . . . . . . . . . . ~ . a . . . . . . . . . ~ ~ . ~ ~ . ~ . . . . . . ~ . . . . ~ . . . . ~ . . . . ' . . . 4 . . . . . . . ~ ~ . . j . . / . . . . . . ~ . ~ . . . ~ . ~ . . ~ - . ~ - ~ ~ ~ . . . ~ . . k . . . . . . . . ~ . ~ ' ~ . : . . . ~ ~ , ~ ~ . 5~ . . . ~ ~ ~ ~ . . . . . . . . . . ~ . ~ i . . . . . . f~ ~ . . . . . . # ~ ~ ~ . ~ , . ~ ~ ~ . . . ~ . . . . . ~ ~ . . . . . . ~ ~ ~ . . . . . . . . . . . . . . 3 . . . . . . . . . ~ w ~ • e ; ; ~ . . . . . i. ~ . . . . . . . ~ 6~ ~ . ~ : . . . . . . ...XISTI~.~NG 1:~ ~ EWER . i ~ ~ . o . ; . ; . . Y & . . ~ y . . ~ . ~ ~ ~ ~ . 0 ~ t . . . ~ B i . . . . . ~ . . . ~ i~~ ~ . . . . . . ~ ~ ~ . ~ ~ b ~ ~ ~ ~ ~ . ~ . . y B . ~ . . ~ . . i~ . ~ . ~ . . ~ . B ~ ! ~ . t . { p # B a y t ~ . . . . . . . . . ~ ~ . . . . . . . . . k.. . ~ . ~ . ~ . . . 4 . . . . . t... . ~ . . . . . . ~ ~ ~ ~ ~ ~ q . . . . ¢ . . . ~ . :g . Y ~ . . . i . . . . . . . . . . 9 . . ~ . j ~ . . . ~ ~ . ~ . ~ ~ . . ~ . ~ . . . ~ ~ ~ . . . . . ~ 1.. . ~ ~ 1. . ~ . ~ . . ~ . C . 9. ~ ~ . ~ 9. . . . 6 ~ . i . . ~ . ~ i ~ ~ ~ . . ~ 1 1 B 9 ~ 1 . R . . . . t I . ~ . 9 ~ ~ ~ ~ 4 $ . . Y ~ ~ ~ ~0 cr- ~ fil ~ . . . . ~ . . . . ~ i~~ . ~ . . . ~ g. ~ . . . . . . . ~ . . . . ~ . . . i ~ . . . . . ~ . ~ . . . . . ~ ~ . . ~ . ~ . . . . . . . . . . { . . . . . . . . . . . . . . . . . . . - s 2 . i. ~ . . . . . . ~ . ~ ~ . . . ~ . . . . . . ~ } . . . ~ . ~ ~ . # ~ . . . . ~ ~ . ~ . . ~ ~ . . ~ . . . . . . ~ ~ } . . . . . . . ~ ~ . . . . 3~ . ~ ~ . ~ . ~ . i . . . ~ . . ~ ~ . . ~ ~ ~ . . 1~ . . ~ . . . ~ 3 ~ . . ~ . . ~ ~ ~ ~ ~ . ~ ~ ~ ~ . . ~ . . . . . . . . . t . . . . ~ 4 . ~ . . ~ . } . . ~ ~ . . . . ~ . . ~ ~ . ~ . . . . . . ~ ~ . . . ~ ~ ~ . ~ . t . . ~ ~ . . . . ~ . . . ~ . ~ . . . ~ . ~ . . . l . ~ . . . ~ . ~ . # . . . . . ~ . . i . . . ~ ~ ~ . U-) (AD' ' I . . . . ~ . . . . ~ ~ . . . . ~ . . ~ . . ~ . . . i . . . . . . . . . . . } ~ ~ ~ . . . . t . . . . . . . . . . . . . . . t ~ . . . . . . . . . . . . . . . . . . . . . . . i... . . ~ . . . . . . . . ~ . . . ~ . . . . . . . . . . . . . ~ . ~ 4 . . . . . . . ~ . . . . . ~ w . . ....bo~~~. . . . . ~m~ . . . ~ . . . . . . ~ z + 4 CT) C) . . . . . . ~ . . . . . . ~ . . . ~ ~ tie.ci.. . . ~ . . . . ~ ~ . . ~ ~ . ~ ~ ~ ~ ~ ~ ~ . ~ . . . . ~ . . ~ . . . . ~ . . . . . . ~ . . ~ . . ~ ~ ~ ~ ~ . . . . . . . . . ~ . . . . . . . . . t. ~ 4 . . . . i . . . . . . . . . . . . # ~ . . . # . . . . . . ~ . . . . . ~ ~ . . ~ . . . . . . d . ~ . . ~ ~ . ~ . . ~ . . . I . . . ~ k . . . ~ ~ . . ~ . . . . . S . . . . ~ ~ t . . . . . . ~ . . ~ . . ~ . ~ . . ~ . . . ~ . . . ~ . ~ . ~ . ~ ~ . . ~ . . } . . ~ . . ' . . . ~ . . . . ~ t ~ . . . . ~ . ~ . . . } ~ . . . . . . . ~ . . . . . ¢ . ~ . ~ . . ~ . . . ~ . ~ . ~ ~ ~ ~ ~ . . . ~ . . . . . k . . ~ C4 . . . k . . . ~ i . . . . . . . ~ . . . ~ . . ~ . . - . . . . . . ~ . . . { . . . . ~ ~ . . i . . . . . . ~ . . . . . . . . . . . . . . . ~ . . . ~ . t . . . . . . # . . . ~ . ~ . . . 4 . . . . . ~ ~ . . . ~ t . . . . . ~ d ~ # . . . ~ 4 . . LLJ E ~ ~ . . . . ~ . . . . . . . . . . . . ~k . . , . 5.. . . 4 . ~ y . . . . . . . . . . . . ~ . . . . ~ . . ~ .4~. ~ ~ . ~ ~ . . ~ F . . . k y { ' . . ~ . ~ ~ . ~ . . . . , . . . 4 . ~ . . . . { . ~ ~ . ~ ~ . . . . . . . . . . ~ ~ ~ . ~ . M . . . . . ~ . . . ~ ~ . ~ . ~ ~ . ~ . ~ ~ ~ ~ ~ i . . ~ ~ . . . . . . . . . ~ . . . ~ . . . . . ~ . . ~ ~ . . ~ ~ . . ~ . . . . a . 4 ~ . . ~ 9 . ~ ~ . . ~ ~ . 3 . . . . . . ~ . . . . . ~ . . ~ . . ~ . . . . . . . . . . . . ~ . ~ ~ . . ~ . . . . . . . . . . . . i y . . . 4 . . . . . . . . ~ ~ ~ . ~ X. 1. 18 19 20 21 2 y . ~ . . . . . . . . . ~ ~ , . . . . . ~ . ~ . . . . . . . . . . . . . . ~ . . . . ~ . . ~ ~ . . . . ~ . . ~ . ~ ~ , , ~ i ~ I ~ ' ~ ~ ~ ~ i ~ ~ `s , ~ , ~ < ~ _ ~ ~ ~ ~ ~ 4 ~ ~ ~ ~ ~ ~ ~ ~ k ~ ~ ~ ~ S ~ ' ~ ~ , g~,~ ~ . ~ . . ~ . . ~ . . . ~ ~ . . . . . 4: ~ . . . . . ~ ~ ~ . . . . . . . 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ n ~ ~ t ~ ~ ~ ~ ~ ~ r.k ~ , ~ . . . . . ~ ~ a . . ~ . . . . . . ~ . . . . ~ . . . . . . . . ~ . . . ~ ! ~^W ~ . . ~ ~ . ~ . . . ~ . . . . . . . . . . . . ~ ~ ` ~ ~ ~ . . * . . ~ . . . . . . . . ~ . . ~ . . ~ ~ . . . . . . . ~ . . . . . ~ . ~ . . . . . . . . . . . . . . . . ~ « 4 ' . . . . . . . . . . ¢ , . . . . . . ~ . . . . . . . . ~ ~ ~ ~ . . . ~ ~ . ~ ' . . . ~ . . . . . . . . . . . . . . . . . ~ . . . ~ . . . . . . . ~ . ~ . . . . . . ~ . . ~ ~ ~ . . . . . . . ~ . . . . . . ~ ~ . . # . . . . . . . . . . . ~ ~ . . . ~ ~ . ~ . . . ~ « . . . . . . . ~ . . ~ . . . ~ . . . . . ~ . . ~ . ~ . . i iii . . . . . . . . ~ . . ~ . . ~ . . . ~ . . . . . ~ . . . . ~ . ~ . ~ . . . _ . ~ ~ . . . . ~ . . ~ . . . . ~ ~ . . . ~ ~ . ~ . ~ ~ # . . . . . . . ~ ~ . . . . . ~ ~ . ~ . . . ~ . . . ~ ~ . . ~ . . . . . . . . . . ~ ' . . . . . . . . . ~ . . . . ~ . . . ~ ~ ~ . . ~ ~ - . . . . . ~ . . . . . . . ~ ~ ~ ~ . . . ~ . ~ ~ . ~ . ~ . . ~ . . . . ~ ~ . » . . . ~ . . . ~ . . ~ . . . . ~ . . . . . . f . . . . . . . . . . . . . . . : . . . . ~ I ~ . . . . . ~ . . . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . a . . . . . . . . . . . . . . . . ~ ~ ~ . . ~ . . . . ~ . . . . . . . . . . . ~ # . . . . . . . . . . . . ~ _ . . . -w--- ^ # i ~ ~ ~ . . . . ~ ~ . ~ . . . . . . P` ~ . . . . . . . ~ . . ~ . ~ . . . i . ~ ~ ~ , ~ , ~ I II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~D~ ~ ~ , ~ , ~ 4 ~ ~ - ~ ~ I A ~ s ~ L~ ~ ~ ~ I ~ , ~ - ~ i ~ ~ i ~ , { ~ I ~ ~ ~ ~ ' ~ u ~ ~ I ~ ~ ~ ~ ~ ~ ~ n , ~ t"" ~ ~ ~ ~ ~ ~ ~ I ~ , £ ~ ~ ~ ~ . . ~ ~ . . ~ ~ ~ ~ . . . . . ~ . ~ . . . ~ ~ ~ ~ ( . ~ . f . ~ . . . . . . . ~ . . . . . . ~ . . ` . : ; ~ . . ~ . ~ ~ ~ . . ~ . . . ~ ~ . . . . ( . . . . . . . . . ~ . . . ~ . ~ . ~ ~ . ~ ~ . ~ ~ ~ . , . ~ ~ . . r . . ~ . . ~ . ~ . . . ~ . . . ~ . . . . . . . . . . . . . ~ ~ . £ . . ' . . }~1 ll` }~~1 A l ~ s~ ~ ~ ~ ~ ~ ~ [~1 1YY ~s~~ ~ I ~ IL.~#Y , , : • ~ ~ ~ ~ ~ ~ ~ ~ , ~ . ~ 1 , t ~ , ~ ~ t , . . k . , . . . . . . . . . . t ~ ~ . . . . ~ ~ ~ . . . . . . . . . . ~ . ~ . . . . ~ . ~ . . . . . . . . . . . ~ . . . . . ~ ~ ~ ~ . . . . . ~ ~ . 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' . ~ ~ . . . . 5 7 . . j "s . . . . . . i i . 3~ s . . . t : . ± ~ . . ~ ~ . . j ; ~ . ~ . . ~ k ~ ~ ; ] , ' . . . ~ ~ ~j p~ . . . £ ~ . . . . ~ :'i . ~ . ~ -.~rd ~ 4~i ~ ~ ; . , . 3. - . ~ . , . . ~ ~ . . ~ ~ . . . . . . . . . , . . . ~ . . t , c . . ~ y . _ . ~ . . . . . . . . . € . ~ . ~ ; ~ a i ~ i . ; I ~ ~ . . ~ ~ ~ . ~ . ~ . . . . . . . . . . . . . . . , ~ . t ~ i . f t : , . . . . ; z . E ' . .~w ~ s:-.~~.. . . ~ , , . . , , . . . . , , . , , . , . . . . . S ~ . . . , . a S ~ . . . .x. ~ - ~ ~ ~ ~ ~ . ~ . . . . ~ ~ . ~ . . . . . . . . . . . . ~ . ~ . ~ . ~ . ~ . . ~ ~ ~ . . . ~ . ~ . . ~ . . . . . ~ . . ~ k ( . i ~ . . ~ . ~ . ~1 y . . . . 3 d ~ [ . . . } t ~ ~ ~ : i . 6 ~ I '"t i i . s . . . . . _.u ~m. . . j 4 ~ j . a . a S it i i i . . . . .s. ~ i , . . ° ~ ~ ( . . . ~ , s . . . . . .i ~ ~ ~ } . . . . ~ . . . . . ~ . . ~ ~ e ~ . . ~ > . . . . . . .A _ ; . y ~ ~ yE ~ . . . . . . . . . . . . . ~ ~ . . . . . ~ . . . . . ~ [ 4 ~ . 1 . 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Z-Z- , r~ ~ . -1~, v I ~ ~ ~ B I ~a ..Y ~~ta ~ , t#~ . ~ . : ~ ~ ' ~ . . . . ~ . t. . . . . . . . . . . ~ . . . . . . . . Sc~J3dO~IIA30 ~4~~~~ 441L iz a 3-IVOS :DlHdV69 ; • ~ : ~ ~ ' ! '9,6 L. L 6 ~ , . j' } . . . ~ . . . ~ F . . ~ . . . . . . . 1.:~ ~ .06 M,46 L s0: ~ V ti af/~ ~ ~ 4~1<00.06 ~3# k ~ L t . . . ~ . . . . ~ . f . . ~ . . . . ~ . ; . . . ' $ " Filed for record this da of at M. in Book of Pla at the r e of r This map correctl represents a survey m Is, me or under m direction conforman n in Ci)unt S ubdi vis ion inane . )trick J. Moore, PLS C:,,rtific( te Number 18091 xa mined and approved this da of 4 11' x x my DI-ector Spokane Ex amined x :t; .: x a Wo k 1 v 7 SPOKANE COUNTY DMSION OF BU -DING AND PLANNING E xamined v ..... D irector , _ Cou nt� Division of Buildin and Plannin SPOKANE COUNTY HEALTH )ISTRI,^.*T Examined and approved this ---...da of for Spok i Healt Officer SPOKANE COUNTY ASc. - } E S p(kane 'allount Assessor b Deput : J ~ r. I i I . - . . . . - . i ~r.~i'.>t«.5,..k.. s,. x ,'n .rr^M r„vi.x W r..~+ r e.,, ....C ..i.:.r. w. lw..:~....... N a^ 1 ~ ~ w 6r, a1k~ . ~...t r. ~ ~5 ^ ' ~ x~, is Y. i ! 8 9 ~ r 4 ~ .i g _ s~.~ m u. 4 A . . E < v , , ~ ' 1 kA. ' I I F ~ " q;ai r,~ r ~ 's . »yp r r i } 4 i. a d i ~ 6 - - . I 3 k E~ ~g 8 ,.i. i 8 ,4.. f { 5 i ~ nm ,54 ~ " ..i .l ~ ~ .F S ~ y. mummuslum CU EASING 0 C4 *1 1141 At 9 ge 10 C Y I SED M1410, 44811 IS 9 i l 6 V08*2 E 91 PLAT BOUNDARY H , DEVELOPER'S APPROVAL DATE S46 51 *37 1- 88`401 GRAPHIC SCALE 50 0 25 50 100 L I [T-**TT- rl U) LJ PLAT BOUNDARY IN FEET EW$`NWG POND 6 z (D 10 1 'Inch = 50 ft. 2 Air 2 RIVERWALK SIXTH ADDMQ.N, 4 TEMPORARY CURBVSTREET PROPOSED TEMPORARY 3 & DRAINAGE EAS MENT TURNAROUND 1 (.4) 11 - 1-3 INI)IANA AVENUEm, La US 48'0rE NO t*31 '41Y W 1, 10 1 10' WIDE DRAINAGE > C.) EXISTING 60* WIDE SANITARY PLAT BOUNDARY 2 3 1 A6 A: UTILrM ESMT.---404 Ier A n1h I I -)LWLM LM.->LMC_1'41 A , 25+77-83 INDIANA AVENU _t4 3 E. L J N i 3 125�03' 3 12' 3 N89148'0 1 0' WIDE DRAINAGE Rm2W NNW NCK Wc UTILITTY EASEMENT R-25' C) _j x z _y_ r 7 1 4 1 1 _j - y - _ y y 7 + -M� 27 NS 8t0A`E 22 48-OrE _n___I_ -Now 29 15STINT 'TfZr SYWl# T SAN. 7"t or , 7"77 .2 INDI ENUE 7 28+50.61 .4-44 1 L= J , L q z E T WI L J 3 L2 1�0 > As UTILITTY EMEME14T z 3 PLAN PROFILE I o I A m N8748'OeE 125-03' 1-3 58 3 x I % -TEMPORARY TURNAROUND 2 4 3 fn IT 6 7 PROPOSEDWATERLINE & WATERLINE EASEMENT N 0 5 RIVERWALK SIXTH ADDITI N 0 .1 2 RIVERWALK SIXTH ADDITION PROPOSED 20' WIDE T EXISTING er WATER MAIN 3 WATER EASEMENT ZI TO BE ABANDONED, SEE AW, 6 WIN 001* aw. WATER PLAN FOR RIVERWALK SIXTH ADDITION ap 2 1% Ir- A I I< I el 4 A M 1"* 1'7*1 eN h I Z R) 9 a a I- V It "U. A- I 1%,A " W L.�r I W I v x x x X ET EXISTING 20' WIDE wATFv EASEMENT Ifni #t r , ILJj A WTI IN x PLAT BOUNDARY ,? APPROXIMATE LOCA71ON OF EXIST. 60 I I ::) I A -r�r- r\ 0 A.C. IRRIGATION LINE. CALL CONSOLIDAT IRRIGATION DISTRICT 0 924-3655 ATTENTION BOB ASHCRAFT CONSTRUCTION NOTES (D INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE INSTALL SPOKANE COUNTY' TYPE m8r ORYWELL WITH TYPE 3 METAL COUNTY STD. B-9. STA. 21+84, LEFT. FRAME AND GRATE PER SPOKANE COUNTY STD. 8-1. 13-15. HOLMES LANE STA. 11+000 23.5' LT. RIM EL=2028.40 INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 20+38, LEFT. TEMPORARY CUL-DE-SAG TRANSITION FROM TYPE *R* CURB GUTTER TO ROLLED CURB INSTALL SPOKANE COUNTY TYPE *A0 DRYAIGLL wrm TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, 8-15. GRADY ROAD STA. 29+38-25t 26.5# ITT. RIM EL=2030.00 %oVMaIr%V%oI WrIELLIonAIR fVWf' l0tWI`WNl A rtK bMJMAMlt _.Ol 0 +. vu I 1 %.0 INSTALL SPOKANE COUNTY TYPE *0* DRYWELL WITH TYPE 3 METAL COUNTY STO. A-5. 50 VC so vC FRAME AND GRATE PER SPOKANE COUNTY SM. B-I 8 INSTALL SPOKANE COUNTY`TYPE *9 DRYWELL WITH TYPE 3 METAL 0 re) E -15. C4 1 fl*% 2028,74 FRAME AND GRATE PER SPOKANE COUNTY SM. 8-1. 8-15. �C6 0 INDIANA AVENUE STA. 25+75. 31.5' LT. RIM EL**2027.75 4 v- 00 + N 20011 jhQAm&Ja8m0bm 0 A) + Ch 4M N N 0) + + 4m INDIANA AVE. STA, 27+9111, 52.40$ LT. RIM ELo*2028.46 to - r- C) N 04 + 0 C14 04 to b + + Ito it 0 C4 00 0 (s eq 0 m TAKE * xw DAK%nL WITH TYPE 3 METAL A 27+15-83. 20' LT. m N + 04 IN 0- 04 UNDERGROUND SERVICE ALERT INSTALL SPOKANE cow o C04 FRAME AND GRATE PER SPOKANE COUNTY SM. 9-1 8 -15. 13 27+39-25, 31.25* LT. 0 + 0 INDIANA AVE. STA. 27+91 72, 52.31" Rt. RIM ELs*20213.46 C 27+78-46. 50� LT. ON 2030 ONE-CALL NUMBER DATUM D m 28+28-28 NNW REFER TO THE BENCHMARK DESCRIBED INSTALL SPOKANE COUNKL TYPE 2 CORR INLET PER SPOKANE E = 27+78-11t 50' BY. COUNTY STO. 13-9. STA. 25+60.56, RIGHT. F m 27+3915, 31.251 RT. r- in Pl. LOW POINT 456#8000 ON SHEET 1 A OF 13 IN THE RIVERWALK C4 40 * + + to G 27+15-83, 20' ST. O + STk- 2+26-82 SEC* 8, T*25 N, R*45 E*$W*M* SEWER EXTENSION PLANS APPROVED BY VJ I 04 CALL TWO BUSINESS DAYS INSTALL STOP NAME SIGN PER SPOKANE COUNTY N ELEV-2028.74 SPOKANE COUNTY MAY 16, 1995, ! 0 BEFORE YOU DIG STANDARDS A00 V4 2020 SPOKANE COURTY, WASHINGTON N 10' CURE TRANSITION 10 VC, HI H POINT - STA. 23+44.44 -=080 lz It z z Q At -0.0100 Ch 2 0 04 0 ft ;Z * m :D 0.0080 + +0-0080 _(M +0.0080 owl ul 0 + : + Iw`I If + (Wm 0 0) 0 (4 0 4t +0.01415 C14 04 :G coo + CISIC14 rl.* C4 04 011 04 N + N 04 01 00 rl- N rt 0 + 04 rq Ill + low. N 00 All C.4 N 0. + + C4 2030 + ' 0 + ,low Colo V_ 2030 2030 00 # TOP loll LEFT P-0 mom we-46 mom I'llm mv CURB E KISTING 2020 co TOP ...... 1.6- TOP -WIM 4T . .... PIAVE NT +0.0 0 +0.0146 I HAVE TRU TION AN 2030 HOWL 0) + 00 LEFT + N 00 C 4 C/L :G 4aw "m OW-0 st 0 FI GRADE ISTING 2020 co 0 FIND IT -TO BE I IAL ONFORM NCE WI H THE CURB CURB 4 u +0.0146 + 2030 + 00 w N �v- <4 TOP RIGHT 400 mm moo "m ag o "W CURB 202 2020 ISYING 2020 0 z CK V_ UJI TOP m LEFT CURB [I A 2020 1,,'l 2030 TOP RIGHT CURB 2020 loll P-0 mom we-46 mom I'llm mv TOP ...... 1.6- TOP -WIM 4T . .... PIAVE NT I HAVE TRU TION AN HOWL DGE LEFT LEFT :G CL 0 st 0 FI GRADE 0 FIND IT -TO BE I IAL ONFORM NCE WI H THE CURB CURB 4 202 2020 13 S NO ED. I 0 cc 0. 2o +0.0080 +0.0080 10 VC 100 VC 70 VC -0.0080 CL -0.0080 +0. 080 635 q- HIGH POINT + +0 -0-0100 in in r X 0) . 00 e) AL 0)* .96 EXISTING UND A) W r_FINIS�El) GRADE 0 10, A) 8 STA. ELEA. 2 + 44.44 0.30.79 tn (4 0 P4 no + * C4 C4 N + 0 0 (4 0 04 + 0 (4 00 + C" + AM C14 fl 0 + 4 (7) N A, -199 + C6 00 + 04 0 0 + N 01 0, + C , 4 04 N N 0 04 0 N C4 0 rq P, 0 04 Cl Cq C4 C4 2030 2030 C/L C/L PAVE NT LOW POINT STY. 25+80.5 + I". 00 ELEV.=2028.9 If 2020 2020 IGH POINT ENGI IEER'S OFFI %3 LANS- 10' CUR TRANSITIO. 23+44-44 E EV-m2030,80 10 VC ION 1+ - 100 VC D�A%7E A01C PT E I S.;* 0 -00080 11 +0.0080 +0.0080 iVN A0f*'!F-P 'ICE' PIP.ES: VISO 1`999 I- It 8 + 8 0 0.0100 u ' ) C,4 to 0000 00 co - -- -------- � I ..'1`037MUCTION ("ORD OF1�411A DOCU10ENTAT IDS ARE REOU ON AND ED PRIOR TC 0 0 0, COW) +(4 011 + + rn C4 0 (14 11 + * C%j + 04 1*4 I C11 + VII %4CE 13 TANC, E -,n 'E 0 ES TA131-ISHM IES FOR MAI FIT T OF THE R(j NANCE S AND + 000 re) (14 + c (7) (:>c + 0105 04" 00 +0-0080 v- N 0 C4 C%4 N-I in (N 0 C4 od (0 flo- 0 04 04 0. 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PRIOR TO CONSTRUCTION 0 10' U11LITY EASEMENT J moo"" F "mmaw ars"m mm" aow— *now z TR. \CT EXIS'nNO 6' SIDEWALK 4womom 00~ Rmmww *van* *VONA% 40� 09-6- -W=** 4""' 0*00 aft*-M 40-00 mwmwft WAAW Avom ".0w NOT m EXISTING Cpp% " r% orroo, ot... pr *.j srr it itor ow— In POND BOTOM E-EV 2018.51 _�X MO& mm 4w . qw. CLIKU INLt I I T V., It PnNln Rr)Tr)kk I ::�P,& =- RAO:> 4Z C' b je) 11 c7l' AA& P ^fk - T 4 K IVELIKWALP.- *a S TO "ZOO� -STA. 25+2,r>-t4f* C4 S.: 65 L.F. OF 18" C.M*P* Sil EWALK% & S=0.0100t I.E-(W)*.2016.92o TYPE It Boo DRYWELL WITH TYPE #)4?# IT Ir EASEMENT I.E.(E)=2018.51 PONn ROTTOM ARFA 375 S.F. METAL FRAME AND SOLID LID PER SPOK-ANE COUNTY STANDARD So CURB INLET TYPE "1* PROPOSED DRAINAGE PLAN B—la AND8-15, STk 20+24.00 RT. EASEMENT STA. '19+86.00t 1,1.50* RT., 0+52.54 T.C.*2019-86 BOUNDARY OF LEVEL LID EL.-2020.21 5 OURB INLET TYPE "l FLAT BOTTOM AREA to is of it STAj 20+39.00 RT. j I T rr- 0 UM T Wr_LL vvi I ri . I T PE 4 20 UUNUKUL INLtt ITVt_ I T. c. At 201 72 CURB INLET TYPE 2 ......... METAL FRAME AND SOLID LID WTH TYPE "2" METAL FRAME STA. 13+20 LT-t PER SPOKANE COUNTY STANDARD AND GRATE PER SPOKANE 5 ICUR13 INLET TYPE*lw T.C.-2027-11 PLAN 8' lo AND B-150 COUNTY STANDARD B-5 AND STA# 20+ 50-00 ST. 1 STA. 19+56.00t 11.50' RT, \vk T r *m'>Al0,A'7 B-13. STA. 22+05.54. 27.50" LT.. 60- - -w- "Vow"* %.,'. -k- - � - __ I PERIMETER 1C "a" L.F. POINTS LENGTH A Dt>'Tlc>t*4 - IT %WAtwLv &a. (10141*106ZIMC5k �p -_ - *4 25 T.C.;�262 .27 F_ c*_4 a%. ch TOP OF BE RM 2020. 15 '208" C—D SCALE: 1"=201 POND BOTTOM ELEV. 2027-21 A PA KT 01W Klvmlt*JA0c% 40 f :o T 0 ........................ . . ........ N REQUIRED �/OLUME PROVIDED '2087 VOLUME � 559 C.F. — 341 C. F. POND BOTTOM AREA 340 S.F. AM'DIT1041 L cs �6 IS ut)d 0 INDIANA AVENUE 4.75 G—H 30.91 PERIMETER 79 L.F. N N I= No, TOP OF�BERM — 2028-85 * M 24 HRS. PRIOR TO CONSTRUCTION 0 REQUIRED `203' VOLUME = 136 C.F4 2 J PROVIDED '203' VOLUME = 170 C.F. z TR. \CT A —4 CURB INLETS TYPE 2 C ZTA nn T r __inom nA EXISTING POND "C" RIVERWALK irs i"--#>n' 6TH, A 0rNTTnlkj rl r*x/ 17(110% al 0) POND BOTTOM ARLA mt 114.Z%) Z�0% 0 co STA 20+09.34; T.C...4"2019-99: PERIMETER m 286.76 L.F* m C3:2 STA 20+14.01, T.C...,*-2019.95 E3 TOP OF BERM 2028-90 4W POND g N — 387 C.F. PROVIDED VOLUME 0 .............. SCALE: 1"-20* :2 w x POND BOTTOM ELEA 2025.67 f"I .5 04 CONCRETE INLET TYPE "2* "TH TYPE 0`02" METAL FRAME AND GR'ATEt PER SPOKANE COUNTY STANDARD PLAN B-6 AND B-13, STA. 20+24, 33.001 LT, � GRATE EL.=2019.22 POND BOTTOM DIMENSION TABLE POINTS LENGTH A—B 3.88 B—C 1.47 3R C—D 22.73' HIE uwm E 2.44 E—F 7 5 —0 4.75 G—H 30.91 < N N I= 00 OD 00 0 z co w C) w w 01now 0 X Z LL Z oJ z a� w SIDEWALK rILITY EASEMENT E w w UTILITY kSEMENT U) DEVELOPEx I'm* R'S APPROVAL DAtE z *0 j HIE uwm C> awo 0 0 C < N N I= No, cr * M 24 HRS. 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' . . . . . . ~ . . . . E e ~ ~ ~ k ~ ~ ~ . ~ . ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ . . . . . ~ ~ . . . . ~ i ~ ~ . . ~ ~t . . ~ $ e E ~ F ~ ~ r rr J 3 ~ }.~z~ f °'~g°'~ $ i~* ~ ; F . . ~ ~ z . . f fi , ~ ~ b ~ .v,.. i . . . ~ t . . . . , awxwx~«rvr x . . . . . .~ti~ ~ ~ ~ ~ # ~ . . . ~ ~ W. ~ ~ ~ .{.~a~ ~ g f e ~ 's F ; [ . . ~ ~ ~ i. ~ a "~,d-..' . . . "w`i S ° } 1 . . . . ~......r ~ ~ `~t i ~.....x} ~ } Y ~ 3 r `~4 , ~4 ~ . ~ ~ ~ . _ ; : ° ; e ~ tc a ~ v~,, r , ~ ~ ~ ~ . ~ Mn , ~ ~ . ~~S ~ a , ~ ~ ~ r'4, 7 ~ ~ ~ ~ ! tl j~ S, ~ . . x~`t ~i ~ : :'~i d . : S . ` ~ ~ , v ".,E.,..~ , ~:i ~,t . ~ . s 3 ~ ~ , ~14 ~9h ~ . . . . ~ 1 j i ~ . . . . . ~ a ~ ~ ~ ~ ~ ~ ' ~ ~ ~ J ~ x ~ . ~ d ~w~Y, tl H ~w d ~ . . . . ~ ~ t . - t . i C ; t S . # ~ ~ ~ ; { ~t ~ & ~ ~ ' ~ °~t ~ ~ l, A m i S~kA { y + 3 ; { ~ . ~ ~ .4 ~ ~ , i ~i,' e . ~t ~ . J~ee.. ~ fa e~..m~:~' ~+i . 4"" y ~ ',F . _ . t ~ ~ ~ ~ „ ~ a ~ .T. S < t m ~ : ~ : 3 . . . . . . . . . . . . . . . . .e . . . . . ~r.n.w,. . . . . . . . . . . . . . 4 . ~ . ~ « : . ' . . . f.~ ..s ~:.e.,k ~ . : ) . . . . w f +a.a ww _ i t ~ ~..s t P ' ~ e ± ~ ~ e S t.....~,.. ~ . ~ ~ ~ . d . . . v... . i} ~ }j S t ~ . ~ _ ~ . =...ww... .....amw.v .w+~.~~ . . ~t Q F k"~'. . :...w.... ` M ui...»~ . f k ~ r' . ~ a.+*.... . . v . i.. ipw~~ ~ . ~ . ~ • . . . ~ . . . . $ . . . ~ . . t . . . . . . . . ~ . t ~ ~ ~ . . fl ~ # ~ ~ . . . . . . . . . Y ` ~ S 8 i ~ s ~ ~ ~ . . . . . Z ~ . . ~ o ~ ! 'm ~ . . P ; ~ttt"~, s s + a i ~ s R y ~ ~ k ~ ~ , R € . m q . ~ X. . . . . ~ . . . . . . . . . w . ~ a . . . . - ~ ~ . ~ . . . , ~ 5 % ~ • j i g . ~ ~ .w e».. ~ ~ b ~ . . . d ~ 3 ~ i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x 1 ~ G . . 5. ~ ~ . . . . . . LLI ~ ~ . i ~ . . ~ ~ ~ . . . . ~ . . . . . . ~ . . a .g ~ --~.-.r • . . . . ~ { d . i rr E {.-...5 . . ~ . F ..y4 . . . . . . . . . . ~ $ q . c. . . . . . . . . . . . s, ~ ~ . . . . ~ . ; . vk:.. ~ r ..+e $ 44 M1' ~ ~ t.y~, :yry~fi ~ ~ i . . q ~ ~ ~ ~ # . . . . . . . . . $ . ~ ~ ~ - i.. . . ~ . # . . . . . . i. ~ ~ M S ~ S y ~ SHEET 2A OF 3 E ~ ~ x i ~ . . . . . . ....F . . . . ~ . . . . . ~ 3 18 19 20 21 2. FJOB NUMBER . ~ 30 ge 96083 ~ # ' , E 1 . . . . ~ t 4 1 . ~ . . . . ? ~ . . . . . . # E . ~ . , . I k 1 ~ ( i 1 . . . . . . . ~ i . . ~ . ~ . ~ . . ~ . ~ a`~ t' ~ 1 ~ b 3 . . . . . . . . . y.A"~ ~ ~ ~ ' ' ~ p . . ~ ~ . ~ : { . . . . ~ ~ . ~ . . . . ~'e~ ~ , ~a ~ t . . . , . . . ~ '~r t f ~ * . . . . ~ . ~ ~ ~ ~ g~ ~ S t . . . . . ~ ~if . . . . . . . ~ $ + k . . . . . . , . . r . . . . . . . ~ . . . e g j'- i . . . ..w~ F ~ : , a . . . . ~ ~ ~ . ~ . ~ . . 6 u u ~ . ~ r H ^w ' . ~ ~ ~ ~ ~ ~ . . . ' . ~ ~ t? ~ ~ ~ ~ N.... + s } ~ ~ . . . . . . ~ ~ ~ ~ . . ~ . ' ~ ~ . ~ . . ~ _...~^t,s,~,.+i . ~ :i f.f~ : ~ ~ . . ~w. . ' 1 . . , „ ~ ~ ~ ~ ~ - . . . ~ ~ . . ( . . g i. . . . . . . . . . 7 g . . . . # . ~ . ~ ~ j ~ ~ f S . . ~ ~ ~l ~ I . ~ . . . ~ . ~ ~ ~ I . . . . . , F t S ~ry ~ ~ ~ . . . ~ 1 S ~ e i~' ~ ~ ~ ~ ~ • : , ~ ~ ~ , ~ ~ ~ ~ ~ ' ~ ~ g . s:.F''~ ' i # s..~,. rrMn .~w~ ~f~ ~ v ~ • ~ ~ t . , . . 4 . ~ . . ~ ~ . ~ ~ . : . . . . . 3£~ 4 . . . . . ~ _ ~ 4 . Y . . . ~ ~ ~ . ~ ! i ~ ~~r. ~ . . . . . . ~ . ~ . . ~Y'~~. . . . . . . . . . n . . . . . . . . . . . . ~ . " ~ . . . . . . . . . . . . . . ~ . . . . . . . . . . . . t ~ . . . : ~ . ~ ~ . . . . . ~ ~ t . ~ • ~ : :f . . . F £ . . ~ 'T. _1 : .ir" . ~ . , ~ ~ ~4. . . . ~ . . . . . . . ~ a ~ . 8 " : . . . . . . . ~ ~ . . i ~ ~ ~ ~ . . ~ ~ ~ ~ ~ ~ a . r.: . : ~ . . ~ ~ . . $ ~ ~ ~ . . ~ . ~ . . . ~ ~ . - i ~ ~ . ~ . ~ . . I } t y..m~.~v 1~ ( F ~ , . . . ~ ~ ~ . ~ . . . . . . . ~ 3 ~ . ~ . ~ . ~ ~ , . . . . . . ~ ~ ~ . , . ~ ~.f~ ~ ; ~ ~ ~ ~ ~ ~ ~ ` ~ ' ~ ~ s ~ . a g ~ tstf . s . ; ~ e i ~ ~ ~ # ? rJ'~ + 5 . . . . . ~ } ~ a ~ . . . . . . ~ . Y t e t' C : . . . . . . . . { ~ 9 . . . . . . . . . . ~ . . ~ > ~ ~ . ~ t t j } ~am ~ . ~ ~....m . ~ . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . ~ . ~ . u ; j• t > ~ . . . . . . . ~ ~ s m~rd ~ ~ . ~ . . . . . . . ~ . . . . . ~ ~ . . . . y' . t ; . . . . . . . . . . . : : ~ . . ~ ~ .j' { . . . . . ~ ~ . ~ Po . ~ ~ . ~ ~ £ ~ . . . . $ m~... ~ . d~~ ~ a ~ ' , - t ~ ~ s ~ , ~ , ~ , ' k ~ i . . . ~ ~ S. { ~ ~ ~ ~ $f ~ ~ ~g 1 ~ . . ~ ~ . ~ J { ( ~ ~ J . f ~ . ~ f [ . . ~ . . ~ . . [ ~ . . ~ . . . . . .f @ . . . ~ . ~ ~ ~ . . . . . ~ . u~... . . ~ ~ ~ . ~ . ~ ~ i~l~~ . . . . . . . ~ y'~~.. . . . r}~} d~~ . . . ~ `l ~j i'~~ 9 ~ . ~ ~ . ~ ,_~6 . ~ ~ ~ ~ # . ~ *`k . ~t . ~ . ~ ~ . . . +J~ ~ 9 ~ ~ ~ ' ~ ~ ~ ~ . . y% ~e'- ~ . . . . . . . . . . . * ~ ~ ~ ~ ~f.. ~ ~ ~ . ~ . . ~ * =i. ~ ~ ~J ~ ~ ~ .N" .t'~ ~r~~~ . . . . ) k r . ~ . ~ . _ ~ a; ~ ; ~ ~ . . d~ r' ! t:: ~ . . . . . . " . . . ~ . . . " .i ~ : =t,~i ~ ~ . ~ ~ ; { ~ ~ , u.:ss.. I ~ $ ~ ~ £ ~ ~a . , ~ ~ . . . . r"~~ rr~'rl~. . . . t, _ d .J.~? 4y % " '~rc++m~ f" . . ~..o-vn.,.usr . . . . . , . . . . . . "Y~H4'ti f 7 yi w.a.re.r ~ . 73:1:: .~8... . Ya s6~...... ~a . . ` 'rttl+~` ~ ~ , , i;~`:1 ~ ~ `e ~ . . ~ . ~ . . ' - _ . d . . f ~ ~ . . ~ d 4 ~ 8 ~ . 9 3 . " 8 ~ . . z,., . . . . 8 i . . . . . . . . . . . . . . . . . # . . ~ ...~.:a: . . . . . ~ . , ~ f ~ ~ ,a~' ~ ~#aw . a ~m,~ ~a t~ d ~ ' ~ ~ _ ~ ~ ~ a~ • p„,~ w~ ' . . ~ ~ ~ ~ e ~a,. ~ . ~ _ . . . ~ ~ a ~.a e.... . . ~ ~ . . ~ ~ ~ . . ~ . . . . . . e . . a . . . . . . . . . . . . ~ ~ . ~ ~ ~ . ~ ~ * . . . . , ~ . . . . . ~ ~ ~ . ~ ~ # ~x ~;S . ~ . . . . . . . . . . . . ~ ~ . . . . . . . . . . ~ . . ~ . . . . . . . . . . . . ~ ~ ~ . . . . . ~ ~ . ~ . ~ ~ . . , . . . . . . ~ ~ . . ~ . ~ . . . . ~ ~ . . ~ . . . ~ ~ ~ ~ I ~ $ 4 4~ # # ~ ~ . ~ ~ . . . . . . ~ . ~ ' # ~ ~ ~ ~ . . . . . . . : . a . . ~ ~ ~ . . . ~ ~ ' . . ~ ~ : a s ~ ~ ~ ~ ~ ~ ~ ~ ~ . . . ~ . . . . . . . . ~ ~ ~ ~ ~ ~ ~ . . . . . . . . . ~ . . ~ . . . . . £ ~ ~ ~ , ~ . . . ~ . . . . . . . . . . e . ~ I ~ ~ ~ ~ ~ ~ . . . . . . . ~ . , . . s ~ ~ ~ . . . ~ . . ~ ~ b e ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ * ~~M.~ _.m ~ ~ ~ * " x wr~v~ ~ ~ + * ~n. ..uw w~. urr~.rrr,~ ! a / ~ ~ ~ r~ ~ ~ ~ ! ~ ~ ~ ~ . ~ ~ ~ ~ ~m ~ } ~ . ; , ~ . ~E ~ TM' ~ " .017` LILJ ~ ~ 0 a. PIPE PROFILE ftvmm POND H TO POND D t"9 COUNTY co ' T TO SCAL 0 , 0 ~~EET 0) 11-10 tt ) 3A OF 3 ' ~ 1995 SEC* 81 81 T*25 Not ' R.45 E.,W.M,. ~ ~ ~ ~ gamma aftowk ~ ~~A AL jkwv& l A iL I ~ DEVELOPER'S amommompow gm OVAL ZAf E JOB NUMBER 0' SPOKANE 96083 ~ ~ ~ ~ ~ ~ ~ + ~ i ~ ~ ~ ~ ~ ~ ~ A . . . # . . . . . . . . ~ & ~ . . . ~gg . . . . . . . ~ : ~ . . . . . ~ . ~ . ~ . . . 9 . . p . . . ~ ~ ~ d8 . . ~ . ~ ~ . r ~ * . . . ~ ~ a ~ , ~ ~ # ~ ~ ~ ~ # # ? ~ a ~ ~ ~ + ~ m o ~ ~ ~ ~ ~ ~g ~ ' ~ ~ ~ ' 9 ~ ~ ~ a ~ ~ ~ . & ~ . ~ ~ sa ~ ~ t > ~ ~ 1 > ~ . ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ , ' ' , ~ ' ; t ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ . . . . . ~ D 3 =k. ~ ~ i ~ ~ ~ @ ~ 1 ~ ~ ~ ~ ~ . . . . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . . ~ . . ~ . ~ ~ . ~ ~ . . . . . ~ ~ . . . . . . ~ . - . . . . . . . . , ~ . . ~ ~ ~ . ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ j . . . ~ . . . ~ ~ ~ . . . . ~ f~ ~ ~$d / '7 y . . . . a~. ~ ~ ~ : ~ ~ ~ ~ ~~1~ , 1 ~ ~ { _ ~ E~~~~ ~ ~ . . , ~ l ~1~~ . t{ ~ . . . . . k . . ' • ` ~~~~~d . . . . . . . ~ a re::. . . ~ ~ ~ ~ tf.`~~ 1~~ ~f e..: . . . . . ~ . ' j n~aN .''n'..'... ~ . . i . ~ ~ . ~4~~~~ ~~R ~ . . ~ ~ R V~. ~ # # 4 {f . . . . . e . ~ B. . . . ~.m~- ..m..w. . 9 ~ ~ ~r. .,.m. # f.` t . . . . ~ . ~u . ~ . . . ~ ~ • p• Y ~V ~ . . . b ~ ~ . : } . . . . . . . ag 9,:~ ~ s.. rmmm, N .7 .j~ :s . ~Y~ ~ . . . . . . . . 8 B . . . $ $ . . + ; d . . . . . . . . . . . . . . . ~ g . ~ R t m ~ _ s . . . . A . . ~ . ~ a d a e 4 ~ ~ ~ ~ ~ . . . . . . . ~ . . . . : ~ . . ~ ~ . ~ . . . . . . . a . ~ .i~ . ~ . . y...: . . . . . . . . . . . ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ J~ ~ 6 . . ~ ~ . ~ . ~ . 1 S ~y . . . . ,.~.w..~.... Fy$ . . . ~ . i , . . . ,....-.w...v . . , . . 4 ~ . ~ ~ ' : , . . v.~ ~ : . . . . ~ ~ . . Y . + ~ . . ~ . . t , . , . . . ' ~ . . . . . r ` .f s . . ~ , . , . . . . ~ . ..~...~.-...~..,w.... . . . ~ , y r . : _ - . . . i ~ ; : ~ . . . . . . . . . . , < .t : , ~ I~~.~~ ~ ~ s . . . . . . , . , . . ~ ~ . ,r . . . ~ . . . , , . . ~ ~ ~ , . . ~ . . . . t± : 4'.,: e r r u. . ~ . . . . . ~ . . ~ + : + . ~ ~ ~I ~ ~ . ~ . . . ~ . r ~ . . . . t ~ ' ' .r r .t ~ Q . . r p,aR,' ~ . { J :p. ~ ~ * ~ ~ . ` i.: j:. . . ~ . . ~ ~ ~ ~ ~ L i . . . ~ . . W 8 . . . ~ ~ ~A d # ~ 4 ~ ~ l5 ~ : ; ~fl ' ~~e . ~ . . I ~ ~ ~ ~fp qy , =µ.~~r . .,~.v ~ 4~~ ~ . ~ . . . ~ . 3 4 ~ ~s ~ w ~ ~ ~ . . .p.~~~.g ~ ~ . . . . . . . . . . ~ . . . . ~ ~ ~ . . . . * . ~ ~ R~ i ' # ~ k ° ~ , ~ ~ ~ ~ A ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ . ~ ~ t P. . . . . . 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' . ~ I E ~ j q ' ~ ! . # ~ ~ ~ 4 ~ F 1 ~ F . S . ~ i ~ ~ ~ «~.w.~~ . . . i . . . ~ . T ~ ~ i . . . . ~ . ~ { . ~ ~ ..4 $ j 4 v a ~ ~ a ~ , . . ~ 5 ~ . ~ ~ ; ~_(p~ ! ~ ~ . . ~ . k i . ~ . . ~ . . ~ B 4 ~"re ~ E . I ~ . ~ g I d ~ F ~ ~ ~I~ , , { ~ ~ ! ~ ~ g ~ ' ; . . . . q 4 ~ ~ 9~ . i. ~ 4 ~ ~ ~ ~ ~ + . . . ~ . 4 ~ . ~ i € ; . # ~ ~ . ~ ~ ~ ~ ~ ; ( g~ . ~ . . ~ . ~ 8 . 8 ~ ~ i ~ . ~ 4k r~. ~ ~ ~ W . i t { . ~ ~a ~ ~ k ~ ~ a # 1' ; ~ ~ ~ : a . . . . . 4 . ~ . q. ~ k p. . 4 . . . ~ ~ . # . I t ~ £ ~v ~ .~...~,.~.~....er..~,~~.,w~.~ . . . . . ~ ~ . : . . . . . , . z . . ~r..* t ~ ; ~ ' C . # ,,..w~.....,,, :.mm. ~m.:K . ~ t . ~ { t . . . . . g ~ . . q . . n,, . E ~ ~ - . . . ~ . . . . ~ i t . ~ . ~ - .m ~ k . ~ , . ~ ~ . s E ~ ~ ~ ~ 9 ~ ~ ~ t ~.i. I ~ ~ . . . . . . . . . . . . . t ' ` t. d # ~ 1 . ~ ~ e: € ~ g y g ! ~ ~ ~ ~ ! A. . 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' W . . . ~ . . . . . : . 7 . ~ 1 1 1 # i ~ ~ .9... t t . . . p~ 8 d . . . . ~ . . . ~ . . i . . . . . ; , ~ . . . . . 4 ~ i . . . . . . . . . ; ~ . . # , f . i . 3 ~ ; ] } ~ ~ ~ g ~ y ~ t SHEET ~ ~ y ~ # . ~ . $ ( 4 1 UJ ~ # t ; J ~.i~ A ; b ~ :i . . . . . i ° ~ . . - . . . . . . ..~,.~_...,,,,.~...a.,.,.~.«...,....«,. . t ....~,..w,. ~ . . . . ` . . . . . . ~ ~ . sb..r SHE 9 ]6087 ~ 10 ~ ~ ~ ~ ~ ~ . ~ < ~ ~ ~ ~ $ ~ ~ ~ ~ ~ ~ e ~ ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ . . ~ . ~ ~ ~ 1 ~ ~ ~ ~ . ~y ~ ~~<~1 ~ ~ ~ ~ ► + ~ .a ~ ~ . ~ ~ ° . ~ ~ ~ ~ ~ ~ ~ T ~ . ~a ~C ~ ~ d ~ _ ~ ~ ~ ~ ~ ~~M ~a ~I F~ a ~ I~ tr . P A!~ ~ ~ ~ ~ R~ ~ AN~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' . . . ~ . a ~ .~..p~ ~ . ~ ~t ~ . . ~ ~ . ~ J . . . . ~ . ~ . . . . . ~ . . . . . . ~ . ~ ~4.dx~~a.6 ~ . t ~ . . e ~ o ~ ~ s ~::~~t . . . . . . . . [ [ . ~ ~ ~ . . ~ t ~ ~ . 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P IMETER 286-76 L.F. ~ ~3 TOP OF BER~ R~~ ~ ~ ~ ~ ~1~ ~ ~t11 C.F. ~ ~ ~ ~ ~ ~ DEVELOPER'S APPROVAL ~ ~ LiF SPOKANE COUNTY ASSESSOR S 7e9. lgsi9e. sa2. attic. IC I lob M WT Q I COACH- LITE ESTATES ?.5 45 TRACTS Z 07 7 /9. 00 M - = 1 - --N7.V1R7�2 P IRM J 4 ,45 5 014pb M Qu• J89 67 � Lor8 c. 20 2S4c. 4IRSSNACRLS , EsTAra 11 a NO • ADD/ Ti ON aRasaACRILs £ rATAS . / grr ADD/ 1' ION LREENACRES ESTATES 9' amomair II 19 N TO EXISTING INLET AND POND IN RIVERWALK 2ND `)vl� IVL_I•\VVrL.1 L J 96083\OVERALL (4 ) • ..L PLAT BOUNDARY GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. PLAT BOUNDARY V I V L.P1 1 1 L. LJ BASIN "C" r- 1 POND A 20 •1 BA SIN °A' 3 -` 4 POND 6' SIDEWAIK RIVERWALK SIXTH 5 rr 10' WIDE DRAINAGE UTILITTY EASEMENT ..w 21 `. V V V V V V V V V 22 23 tv' -.,Ar -mhAr -• W -.,Ar W -.W - f -•,Ar 6' SIDEWALK RIVERWALK 7th ADDITION PLAT BOUNDARY 110' WIDE & DRAINAGE UTILITTY EASEMENT 2 BASIN f Q (i 0 L 0 0 +•,Ar -mot/` --.e,/v' -•,Ar -' W 3 POND E '( 'Air.), A-r-rrn VIv1 LJ11 ILLJ ADDITION -- 6 JV = JV' JV _ _ _.24- ---.. ' SIDEWALK / riPitN 5' C>O L / POND C ASIN 8 I at•: ;n it I I [T -V iI 1\ • h, V J 0 0 1 I InI;)I ATr'rr\ VI VI LJ'11 IL_V ✓gin.- ..nr.. LL.. 'D P6ND D 6 7 RIVERWALK SIXTH ADDITION REVISED RIVERWALK 6TH ADDITION BASIN MAP TEMPORARY BASIN 1-1' L POND F �JJI� GB MET TEMPORARY BASIN "DH 2U0 -POND G TEMP SAC TIME OF CONCENTRATION ROUTE J\ ✓vim«.. BASIN SUMMARY BASIN TOTAL ACRES IMPERVIOUS AREA (SQ.FT.) A 1.31 7525 B 0.84 8394 C 0.78 5357 D 1.26 7170 E 0.47 5769 1 _I .I TOTAL 4 - . 4 �V; i�, TEMPARARY BASIN SUMMARY * BASIN I TOTAL ACRES IMPERVIOUS AREA (SO.FT.) H 0.13 3800 DH* 1.39 10970 RECEIVED MAR 2 4 1997 SPOKANE COUNTY ENGINEER * TEMPORARY BASIN DH IS THE PERMANENT BASIN D COMBINED WITH THE TEMPORARY BASIN H. 14 UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG 1 Ln z 0 th m W 0 a Zi I N I DRAWN BY: JEM,SKM I DESIGNED BY: MWK CHECKED BY: TRW 0 Lu M 0NI- 00 CO LO Z Tt .. CC o Uti U W Z LL Z avz Z0_W o N 4' J SHEET 1 OF 1 JOB NUMBER 96083 BASIN FLOW PATTERN » g, » ,s» PO IP »E„ vc” 60' OVERLAND FLOW @ .02 FT./FT. 234' GUTTER FLOW 0 .012 FT./FT. 60' OVERLAND FLOW © .02 FT./FT. 163' GUTTER FLOW © .008 FT./FT. 60' OVERLAND FLOW @ .02 FT./FT. 234' GUTTER FLOW 0 .012 FT./FT. 60' OVERLAND FLOW © .02 FT./FT. 205' GUTTER FLOW © .008 FT./FT. 40' OVERLAND FLOW ® .02 FT./FT. 138' GUTTER FLOW ® .0080 FT./FT. 120' OVERLAND FLOW © .01 FT./FT. 950' GUTTER FLOW @ .01 FT./FT. Crt1Et2LA1-1,,) 1=taia-c-0 a oleo rr/ - 225' etLaretz. o.ott,t) Fr/Pr ,�) n Ir-D, A / A I I� I \ I V L_I\VVr1LJ\ D TI I A r ITh1T1(1n I `r I ri nLJLJI I I\JI v L)I\ fr-DIA/A I le' 1\I V L_I\vvr\L_r\ ATI I n r\r\ITIr\NI `r l ri r,LJL/I I IVI N T 201�: 2014 ,. 2015 201/0.,: 2011 221 a 20161_ 2020" 2021 2022 UN PLATTED 2p2� 2024; 2025 2026 2027.....:. BASIN A 2 • U \ PLATTED TRACT BASIN B 5 yy,z:,.:. ,:�... . , •,1;; i „ 4 % ri i .� .; ....hl/ rlir r in I%'f%4�d . , ;.�_:' f1 krr hnii;r ey y�.�!5'f _:4�2i„�tz�;�,z✓,���hizY;Es�� v,,mt��;5 � zv „��� ,i ?if4,�a.�.;� z. .. ; � r< rs y � .y�_,i's%£ ..� r;�,r,l f A `r = - DI' /1_-L)1A/A It I\I V L_I\vvr\L_f\ nk�dfs��E9r ia�Y�f,'a 5 BASIN D Ey TI_V- 1RIVER warm /ea 3 : ,„ 04itz '<g * 41 .4 '4c • TACT ''B'' 2022 2023 2024 2025 021 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. RfCE;VED MAR 2 4 1997 SPOKANE COUNyn, ENGINEER / 1 In Z 0 X m DATE 0 Z Imo' d- I DRAWN BY: MJI,SKM I DESIGNED BY: SKM kk CHECKED BY: TRW N M W 0 Q 0 .41 o0 it ?fit Z of CC too W to Z UZ. OW 0 II Jim J 1 a. z 0 0 F— CO Ce J W SEC. 8, T.25 N., R.45 E.,W.M. SPOKANE COUNTY, WASHINGTON CALL BEFORE YOU DIG 456-8000 SHEET OF 1 JOB NUMBER 96087 z BASIN FLOW PATTERN 60' OVERLAND FLOW 0 234' GUTTER FLOW 0 . 60' OVERLAND FLOW 0 163' GUTTER FLOW 0 . .02 FT./FT. 012 FT./FT. 60' OVERLAND FLOW 0 234' GUTTER FLOW 0 . 60' OVERLAND FLOW 0 205' GUTTER FLOW 0 40' OVERLAND FLOW 0 138' GUTTER FLOW 0 120' OVERLAND FLOW 950' GUTTER. FLOW 0 .02 FT./FT. 008 FT./FT. .02 FT./FT. 012 FT./FT. .02 FT./FT. .008 FT./FT. .02 FT./FT. .0080 FT./FT 0 .01 FT./FT .01 FT./FT. • 15 c:-tJEV2Lavb o, oteo FT/F'-- 225' Late t2 r-c.. L o .e)1015) FT/ PT L)-LtAA/A I If I\I V l_I\vVr�L.I\ A TI 'r 1 ri y A r1 TI/'\t\ I /1 LJ IJ I I I J I V L)1\ Ir-L)\A,A I 14' 2 I\IVL_I\vVr\L.S\ A -ri 1 A r- 1 T 1 ('1 n 1 "r I ri r- LJLiI I I\JI v '1 --T U N P LATT E D 20 2014 2015. 201( . . 2011 201� 2023. 2024 - 2025 ---_� 2026 2027......-.. BASIN A 2 U N P LATT € D 2022 2023 2024 2025 o'7:b ■ Blp . follitE?14''3aiift'i154114IIF isy1PSIO,It;r1rorill4? ci p;4i?1.cumn4#'F,o; yi',t »'�?'ut N Hlfiitnat•' a t :t �f 4i91448t ti HLIR'=!'4i%)%tii-,ctl sktf Hltr:ctUktre acgr ccsa I. • 2 BASIN C A r [)1\ ,r-c_-)Ie1 A 1 I�• I Al V L_I \ VV r\L.1 DTI 1 ulri A rA -r1nt‘I nvvI 1 IVI v iJ.tiY::rr �'+•..i4111IWiW•+r:wr.,YNW+.��rr!.rr:rrrwti+r• mow i r i %mywr ti SEC.. . 8, T.25 N., R.45 E.,W.M. SPOKANE COUNTY, WASHINGTON 5 BASIN D GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. A, CALL BEFORE YOU DIG 456-8000 m rame=seamearstionsorm CO U3 0I .t ao 0• 0 oe W p9zW ,,'' Z ..aV4:4z. z cL W 1 a. z O E M 2 W SHEET 1 OF, 1 JOB NUMBER 96087 0 RADIAL BEARINGS 0 NUMBER DIRECTION 1 N25'28'57" E 2 N85'28'53"W 3 S85'28'53" E 4 S25'28'57"W 5 S24'46'59" E 6 S1T40'32"E 7 S1716'25"E 8 S11'16'53"E 9 S 1 1'33'02" E 10 S06'13'56"E 11 SO4'14'19"E 12 SO0'52'33" E 13 S30'11'56"E 14 N29'48'04E TANGENT TABLE UNE DIRECTION DISTANCE T1 N29'59'58"W 13.00' T2 N29'59'58"W 13.00' T3 S29'59.58" E 10.16' T4 N89'48'04" E 15.00' T5 N89'48'04" E 15.00' T6 N00'11'56"W 7.60' T7 N89'48'04"E 4.50' T8 SO0'11'56"E 83.21' T9 S29'48'04"W 9.00' T11 N00'11'56"W 36.50' T12 N89'48'04"E 22.00' T13 S29'59'58" E 8.25' T14 N60'00'02" E 64.55' T15 N29'59'58"W 8.75' T16 N60'00' 17" E 26.18' TRACT A (COMMON AREA) (ENCUMBERED BY ' DRAINAGE EASEMENT) 1,257 S.F. EXISTING EASEMENT 10' WIDE - AS PER AUD. DOC. UTIL. ESMT. NO. 9507280291-_. , , , EXISTING EASEMENT AS PER AUD. DOC. NO. 9512140151 2' I ° `lk CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD DELTA C1 715.00' 371.89' 190.25' 367.71' 29' 48'02" C2 30.00' 29.05' 15.78' 27.93' 55'28'55" C3 30.00' 29.05' 15.78' 27.93' 55'28'55" C4 30.00' 29.05' 15.78' 27.93' 55'28'55" C5 30.00' 18.08' 9.32' 17.80' 34'31'20" C6 30.00' 47.12' 30.00' 42.42' 89'59'45" C7 30.00' 18.07' 9.32' 17.80' 34'30'50" C8 30.00' 29.05' 15.78' 27.93' 55728'57- C9 745.00' 8.80' 4.40' 8.80' 00'40'37' C10 30.00' 47.12' 30.00' 42.43' 90'00'00" C11 30.00' 15.71' 8.04' 15.53' 30'00'00" C12 30.00' 31.42' 17.32' 30.00' 60'00'00" C13 30.00' 47.12' 30.00' 42.43' 90'00'00" C14 30.00' 31.42' 17.32' 30.00' 60'00'00" C15 30.00' 15.71' 8.04' 15.53' 30"00'00" C16 15.00' 5.64' 2.85' 5.60' 21'31'47" C17 51.50' 71.17' 42.59' 65.64' 79'10'49" C18 51.50' 25.45' 12.99' 25.19' 28' 18'35" C19 25.00' 22.56' 12.12' 21.81' 51'42'45" C20 30.00' 47.13' 30.00' 42.43' 90' 00' 15" C21 15.00' 8.97' 4.62' 8.83' 34' 14'52" C22 685.00' 45.06' 22.54' 45.05' 03'46'08" UNPLATTED SALMON RIVER LANE (PRIVATE LANE) (TRACT " G") 16.5' WIDE SIDEWALK &'\ UTIL. ESMT. -� • 0� g . \-6d op \-1)tv 3" DRAINAGE "O. EASEMENT ticq sue. bcs'3`) c9. Iv/ c oA. 1 u40. T13 //'TRACT C (COMMON AREA) .0 i (ENCUMBERED BY ( DRAINAGE EASEMENT) 1,354 S.F. N4 Cr- 0 20 cs %X..' C/6 00 p `7, s (s)F.S� •'s• 16' WIDEN �N`j l�0 1 UTSIDIL.WESM ALK& t`' 8,5C7 S.F. _' K2-4, til L)1' ir-DIA/ A 1 1/ I \I V L_I \ VV/'1L_f \ F- 1 [) "'T- A r'\ r'\ 1 T 1 fTh 1 I 11 \..; 1 /1LJLJI I I'J1 t) C 95pd 1' C.) 2 '0 �k, TRACT B (COMMON AREA) (ENCUMBERED BY DRAINAGE EASEMENT) 8,667 S.F. r4 • C0 46 SD oo ,521 2' Sg"� SSS2,_ Lv N (o P^ • QDo) 1 9,863 S.F. 19117 -� c, �, Za, 55. 10' WIDE ''- UTIL. ESMT. 8, 606 S.F. n(' U 10' WIDE UTIL. ESMT. .0\'� \'. 26 7.63' w CO C'22 451 6 S� N�. • A N6 • L SIGHT DISTANCE � EASEMENT s 2 Ste, 8,047 S.F. 19110 0 6g pO' 9 \A 6� 03. S29°59'58" E 27.01' F SALMON RIVER LANE 04.0 , (PRIVATE LANE) (TRACT " G" ) UNPLATTED BASIS OF BEARINGS THE BEARING OF S.29-59'58" E. ALONG THE EAST LINE OF RIVERWALK, FIRST ADDITION, AS SHOWN ON THE FINAL PLAT RECORDED IN BOOK 23 OF PLATS, PAGES 37 THROUGH 40, WAS USED AS THE BASIS OF BEARINGS Z 0 03 t.7+ 3 0, 7,597 S.F. 19116 Sai°17�52" 0' 10' WIDE z UTIL. ESMT. 141.92' UNPLATTED TRACT E (COMMON AREA) (ENCUMBERED BY DRAINAGE EASEMENT) 1,626 S.F. S89'48'04"W 75.00' T4 TRACT F (coMMoN AREA) (ENCUMBERED BY DRAINAGE EASEMENT) 20' WIDE 1,626 S.F. DRIVEWAY ESMT. 160.00' 75.53' po I 25' h 16' WIDE SIDEWALK & ZI Z UTILESMT. OI (z)UTIZ O m O c0 -' 3 ▪ 4 coo;I 8,720 S.F. 8,981 S.F. -rn1 19125 19131 Tt2gt DRAINAGE r - 1 10' WIDE EASEMENT-. • UTIL. ESMT. L-69.65' 1z it 51.20' G�� GN 89'48'04' E O 0, J v (5' U` 8,359 S.F. 19122 SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.41 ACRES. 63.33' M„9S, l 1.00N 106.20' C, z25' 4� Z o o m • 70 0.00' T5r 76.76' S89'50'54"W 20' WIDE 76.76' r UT1L. ESMT. 17 DRAINAGE EASEMENT 1 � " 9,190 S.F. io °o - 0 19205 a'_ j 10' WIDE I UTIL. ESMT.- 15'/20' B.S. ''C 15 61.7 0 115.25' fro N89'48'04" E 51.5' R /_27.41 • 15'./20' 8.S. 19128 5 7,973 S.F. -• (0 TEMPORARY TURNAROUND EASEMENT C19 Z 6 0 O 8,001 S.F. • 19134 67.00' N89'48'00" E 67.00' 2. TOTAL AREA FOR ROADS 1.35 AC. ("TRACT "G" PRIVATE ROADS 10,764 S.F. (.25 AC.) (PUBLIC ROAD 1.10 AC.) z O O T6 221.45' 67.00'_C15 C17 %^ 7 8,000 S.F. 19202 67.00' 331.53' 0 C21 "•3 58.76' M 67.20' 1 Q, 10' WIDE U11L. ESMT. 8 8024 S.F. 1.9208 67.20' LN 0 (120.00' R-1) UNPLATTED LOT 2, BLOCK 4 (1' WIDE STRIP) -�0 �f• 00 0 Z 10' WIDE WATER ESMT. o. 0 .- l O '� M 0°._ Z AUDITOR'S CERTIFICATE Filed for record this 1Plats � day of 19 at''24 M. in Book of of page at the request of Sr11 ' M'. See Deputy GRAPHIC SCALE 50 0 25 50 100 MI MI (INFEET ) 1 inch = 50 ft. LEGEND Q -FND. 1\2" REBAR W/RPC STAMPED "RLS #22121" PER FINAL PLAT OF' RIVERWALK FIRST ADDITION UNLESS OTHERWISE NOTED SET 1t'2" REBAR W/YPC STAMPED "MOORE '.1 8091. (UNLESS OTHERWISE NOTED) AS -ANGLE POINT IN BOUNDARY -LOT CORNER ® -CENTERLINE MONUMENT B.S. -BUILDING SETBACK 15'/20' B.S. -15' HOME AND 20' GARAGE BUILDING SETBACK R-1 PER CERTIFICATE OF EXEMPTIONS NUMBER CE-356-95 FINAL PLAT OF v (A PLANNED UNIT DEVELOPMENT) LOCATED IN THE S 1/2 OF THE SW 1/4 AND GOVERNMENT LOTS 5 AND 6 OF SECTION 8. T.25 N.. R.45 E.. W.M. INLAND PACIFIC ACCURACY STATEMENT FINAL PLAT OF .7J AUDITOR'S CERTIFICATE SEE DETAIL 'A' 30,00'- W W • CY) CO 0 AUGUSTA 0 co 0 o5 r.- Cv in CO o N00°35'03'W L19 B L 1 V (A FD, RE -STEEL PIN AS PER SPDKANE COUNTY CORNER RECORD #4337 FOR W 1/4 CORNER. RP'S PER COUNTY RECORD. #8109180257 (NOT A PART) FD. 1/2 INCH REBAR W/SURCAP MARKED 'WELBORN PLS 15043' N89°23'06'E 370.00' (R2) S89°23'06'W 369.88' (M) 322.29' #8109180257 w (NOT A- PART) cn FD. 1/2' REBAR W/ SURCAP MARKED 'WELBORN�PLS 15043' RJ 226.45' -T T 7• .7 S89°23'061W l(R) N8` e r60.00' 30.00' 0' N00'35'03'W 3 AS L14 TRACT 'F' N.T.S 73 291.47' 36 226.50' .._ 6 027 SF w I Md..yil 13' DRAINAGE, SLOPE AND UTILITY EASEMENT r UNPLATTED NOT A PART FOUND 1/2' REBAR W/ PLASTIC CAP / RLS #22121 8 17 2 16' SIDEWALK, SLOPE, AND-+ UTILITY EASEMENT (TYP) 25' SIDEWALK, SLOPE,. DRAINAGE AND UTILITY EASEMENT EASEMENT FOR CLEAR VIEW TRIANGLE SEE DETAIL 'B' N89'56'50'W 0 10' FUTURE ACQUISITION AREA --moo 552,80' j N89°56'50'W 627.62' -ED, SPDKANE COUNTY BRASS CAP AS PER SPDKANE COUNTY CORNER RECORD #2455 RP'S PER COUNTY RECORD, ®O 0 C56 N -J C51 r I I I PT1ANNHll) UNI'f ll)IH:Vi4OPM:N'f) A PORTION OF THE S 1/2 OF THE SW 1/4, SECTION 8, T 25 N, R 45 E, W.M., SPOKANE COUNTY, WASHINGTON NO DIRECT ACCESS TO LOTS WITHIN RIVERWALK TO THE WASHINGTON STATE CENTENNIAL TRAIL IS PERMITTED PER SPDKANE COUNTY REQUIREMENTS, 13' DRAINAGE, SLOPE AND UTILITY EASEMENT TRACT 'H' TRACT 'I' WIDE STRIP UNPLATTED NOT A PART c56 C51 • 32 C30 •.40 9,726 SF N�o_ 0 .0 2 7,532SF oc3 02 •ram ,� h� po 13' DRAINAGE, SLOPE AND UTILITY EASEMENT EASEMENT FOR CLEAR VIEW TRIANGLE SEE DETAIL 'D' TRACT 'H' 9,713 SF 3a TRACT 'B° co s9 ss 13' DRAINAGE, SLOPE - AND UTILITY EASEMENT 331 2co 24,820 SF s� �y. 0.57 AC 2A, \ .� 9,382 SF 9N c9� 568 6500, \�N ,� c- o . 4' 2 R3 11j20 \ 1 O_ P • S89'54'16'E\ R31 100.42' 6,6834 SFR N89'54'16'W "�' 103.63'crN Q 55 Q76,73t SF trr " S8q'54'16'E `r 103.63' 6 c": w 6,736 SF 89'54'16'E' 103.63' tri :6,736 SFH 9, ® E. cp N89'54'16'W. I 103.63' :6,7368SF N S89'54'16' 1 :4.. ® pi -61 o 103.63' id 4 0 0 9 �j o N 6,736 SF j �1 CD (4® N89'54'16'Wd 103.63' 10a w 6,736 SF r03,63' I j 8 'S4'16'E T : 11ol 6,736 SF so • 103,63' S89'54'16'Ej 12 , 6,736 SF ", `°I 103.63' S89'54'16'E I 13 9,391 SF N 25' B.S. • 2 .7,489 SF 20, 13,S. N00°00'02°E 25' .AO' � As32o to w9 3 i 7,739 SF co A 1 %. N cl 4 ✓ �; 7,409 SF S • 4 a ',-.J m 7,983 SF TRACT °As 0 S89'59'58'E P 62,032 SF 100.00' o S89'S6'S1'E 1,42 AC Z �55.00' 1aJ ~ 6,523i SF p__�--S00'00'02'W Z ' .a o I' 33.00' Cr • N89'59'58'W ®; 50.00' -� 1 : 100.00' S89 6'S1'E >-� �'2 N 215.00' Qv,146,521 SF� X '-° 100.00' Q IN89'59'58'W W _ j 6,431 SF cU o Q m 7,383 SF -8,03cJ9 SF � �a Za91 s_ s_ PN $ '� i 2 1 \ 0 8,077 SE;�( o-, ' A ' 18'2�R, 7,925 SF c,L2) .13 b�'3 • �26�3 66 1`'.;)\-d 8,191 SF�,L97•, • • %.' 0. IC 9 7,257 SFcr ., moo_ 4-1 16' SIDEWALK, SLOPE AND UTILITY EASEMENT (TYP) N • s� ti2 0- .( ) ej $5 9,097 SF a° 0 ✓\ 13.00' r4 TEMPORARY TURNAROUND AND DRAINAGE EASEMENT \N9 1a'\ems_ o\s� \" TRACT\ 'J' 1' WID , STRIP 13.00� i 0po2i Vot 4_ as 13' DRAINAGE,SLOPE AND UTILITY EASEMENT m 10,463 SF4 ® \ �Qa3 O Lc DRAINAGE EASEMENT 9„Q � o o AUGUSTA LANE o� N N ed -z 2 :6,741 SF 00 4,189'59'58'W� z i �• 70.00' 25' Mtn' N �� 1 1 6,737 SF 0 co m MISSION AVENUE S 89.56'44' E 2615,78' N 89°56'50' W 2615,78' J ��rip L7 L8 0 U) m W CU z (RL1) (M) 1988.16' 2 cr 3'. 9,5 781 SF 150�O�.W(R) 13A'SA •': \�8,690 SF 3y' Es � �� 65 7 8,815 5 32 tom\ ��� � ‘co ✓p S8 FNo\8' �y " s 61 9,0SF 3h O UNPLATTED NOT APART 17 2(3 Di. (. m (9) UNPLATTED NOT A PART 16' SIDEWALK, SLOPE, AND UTILITY EASEMENT (TYP). EASEMENT FOR CLEAR VIEW TRIANGLE SEE DETAIL 'C' FD, SPOKANE COUNTY BRASS CAP WITH X ON CENTERLINE OF MISSION AVENUE AS INDICATED ON SPDKANE COUNTY CORNER RECORD #2454 FOR S 1/4 CORNER RP'S PER COUNTY RECORD, SEE SHEET 4 FOR DRAINAGE EASEMENT DETAILS E THROUGH P. SURVEYOR'S NOTES THE RECORD INFORMATION ON THIS MAP WAS TAKEN FROM SPOKANE COUNTY RECORDS AS FOLLOWS: RECORD LABEL (RL1) CRL2) (RL3) (RL4) BOOKS OF SURVEYS: BOOK 27, PAGE 42 BOOK 25, PAGE 83 BOOK 9, PAGE 79 BOOK 50, PAGE 27 AND SPDKANE COUNTY CORNER RECORDS: #4337 #2455 #2454 RIVERWALK FIRST ADDITION CONTAINS 13.80 ACRES GROSS. TRACT °Y° CONSISTS OF THE PRIVATE ROADS McMILLAN LANE, BALDWIN LANE, HARMONY LANE, AND AUGUSTA LANE, AND CONTAINS 2.42 ACRES. CURVE TABLE FILE FOR RECORD THIS DAY OF/ 19 AT1,64 a M. IN DO F PLAT A. PAGE‘,... g AT THE REQUEST OF , L=ice, i BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS MAP IS THE WEST LINE OF THE SW 1/4 OF SECTION 8 TAKEN AS S 00.35'03' E, TAKEN FROM R.O.S. FILED AT BOOK 27, PAGE 42, OF SURVEYS, SPDKANE COUNTY WASHINGTON, ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A PENTAX PX10D 10 SECOND THEODOLITE WITH ON BOARD ELECTRONIC DISTANCE METER, FIELD TRAVERSE METHODS WERE USED IN ACCORDANCE WITH WAC 332-130-90 SECTION 'C'. cuRvE-T RADIUS F' LENGTH TANGENT CHORD I BEARING DELTA C1 20.00' 7.14' 3.61' 7.10' 509'38'39'W 20'27'23' C2 758.00' 109,27' 54,73' 109.17' N85'15'19'E 08'15'34' C3 20.00' 31.43' 20.02' 28,30' N45'01'36'E 90'03'08' C4 20.00' 31.40' 19.98' 28.27' S44'58'24'E 89'56'52' C5 20.00' 31.43' 20.02' 28.30' S45'01'35'W 90'03'08' C6 600,00' 40.16' 20.09' 40.15' 538'58'29'E 03'50'06' C8 20.00' 14.45' 7.56' 14.14' S69'54'37'E 41'24'35' C9 725.00' 18.67' 9.34' 18.67' N17'03`58'W 01'28'32' CIO 625.00' 267.95' 136.06' 265.90' S28'36'37'E 24'33'49' Cll 725.00' 154.32' 77,45' 154.03' N23'54'06'W 12'11'44' C12 2129.86' 487.58' 244.86' 486.51' N69'25'32'E 13'06'59' C13 410.00' 81,92' 41.10' 81.78' N05'43'24'W 11'26'52' C14 410.00' 132.76' 66.96' 132,18' N20'43'24'W 18'33'08' C15 715.00' 132,72' 66.55' 132.53' N65.19'05'E 10'38'07' C16 715.00' 233.97' 118.04' 232.93' N80'00'37'E 18'44'57' C17 685.00' 82.82' 41.46' 82.76' N85'55'17'E 06'55'37' C18 385.00' 49.71' 24.89' 49.68' NO3'41'56'W 07'23'54' C19 385.00' 102.16' 51,38' 101.86' N15'00'00'W 15'12'14' C20 385.00' 49.71' 24.89' 49.67' N26'18'03'W 07'23'52' C21 758.00' 121.18' 60.72' 121.06' N76'32'44'E 09'09'36' C22 20.00' 31.40' 19.98' 28.27' S44'58'25'E 89'56'52' C23 20.00' 31.40' 19.98' 28.27' S44'58'25'E 89'56'52' C24 20.00' 31.43' 20.02' 28.30' S45'01'35'W 90'03'08' C25 435.00' 16.19' 8.10' 16.19' N28.56'00'W 02'07'58' C26 435.00' 79.23' 39.73' 79.12' N22'38'56'W 10'26'09' C27 20.00' 30.65' 19.25' 27,74' S61'20'12'E 87'48'41' C28 435.00' 46.00' 23.02' 45,98' NO3'01'45'W 06'03'33' C29 20,00' 28.26' 17.07' 25.97' S34'25'19'W 80.57'41' C30 20.00' 24.02' 13.70' 22.60' S32'07'21'W 68'48'34' C31 20.00' 9.68' 4.93' 9.58' S16'08'27'E 27'43'03' C32 20.00' 24.02' 13.70' 22.60' N72'13'13'W 68'48'34' C33 20.00' 2.73' 1.37' 2.73' N33'54'27'W 07'48'57' C34 758.00' 6.96' 3.48' 6.96' N60'15'48'E 00'31'33' C35 745.00' 84.87' 42,48' 84.82' N63'15'50`E 06'31'37' C36 745.00' 208.17' 104.77' 207.49' N81'22'48'E 16'00'35' C37 20.00' 24.26' 13.88' 22.80' S54'37'43'W 69'30'46' C38 20.00' 24.26' 13.88' 22.80' S25.14'39'1.1 69.30'46' C39 20.00' 7.15' 3.61' 7.11' S19'45'21'E 20'29'14' C40 20.00' 7.15' 3.61' 7.11' N40'14'36'W 20'29'14' C41 20.00' 24.26'. 13.88' 22,80' N85'14'36'W 69'30'46' C42 700.00' 7,79' 3,90' 7.79' N29'40'51'V 00'38'15' C43 750.00' 5.79' 2.89' 5.79' N29'46'42'W 00'26'32' C44 600.00' 21.88' 10.94' 21.88' S17'22'24'E 02'05'24' C45 750.00' 43.12' 21.57' 43.12' N17'58'32'W 03'17'40' C46 • 20.00' 29.67' 18.32' 27.02' N21'27'08'E 84'59'16' C47 20.00' 33.66' 22.38' 29.82' N67'31'19'W 96'25'23' C48 745.00' 89,04' 44,57' 88.99' N69'57'04'E 06'50'52' C51 685.00' 242.43' 122.49' 241.16' S70'08'21'W 20'16'39' C56 672,00' 235.73' 119.09' 234,52' N70'02'59'E 20'05'55' GRAPHIC SCALE (INFET) 1 inch = 100 ft. RADIAL LINE TABLE LINE DIRECTION R1 N14'00'59'W R2 N15'14'32'W R3 N15'05'50'W R4 N23'07'32'W R5 N25'44'01'W R6 N26'03'14'W R7 N72'11'46'E R8 S65°24'36'W R9 S60'26'34'4/ R10 S60'38'17'W R11 S39'30'47'W R12 S29'59'58'E R13 N80'29'16'E R14 S29'59'58'E R15 N29'28'25'W R16 N23'28'22'W R18 N19'21'52'W R20 S52'11'04'W R21 N16'37'30'W R23 N87'43'04'E R24 N09'43'20'W R25 N07'32'31'W R26 N08'52'28'W R27 N40'47'40'E R28 S70'07'40'E R29 S62'07'59'W R30 S67'23'53'W R31 S82'36'07'W R32 N17'31'43'W R33 N00'03'10'E R34 S00'03'09'W R35 N09'54'03'W LINE TABLE LINE ( DIRECTION I DISTANCE Li S89'24'57'W 15.00' L2 S89'56'S1'E 125,00' L3 S00'00'04'W 10.00' L4 N89'56'S0'W 83.61' L5 S00'03'10'W 10.00' L6 S00'02'29'E 50,00' L7 S89'S6'S1'E 50.02' L8 N89'56'S1'W 30,00' L9 N30'00'02'E 25.00' L10 N26'49'17'W 53.52' Lil N89'23'06'E 21.79' L12 S00'35'03'E 84.98' L13 N00'34'05'W 3,63' L14 N89'23'06'E 25.81' L15 ,.;: t < ,50 00' 1, , ; 3 .. L16 S00'00'02'W 15,43' L17 N68'45'24'E 21.18' L18 N29'59'58'W 15,61' L19 S89'24'57'W 30.00'- L20 500'34'05'E 13.17' L21 S00'34'05'E 16.81' L22 N00'00'02'E 95.00' L23 S89'56'51'E 45.00' LEGEND • SET 1/2 INCH REBAR W/ RED CAP RLS #22121, OR AS NOTED FD, MONUMENT AS DESCRIBED DR FD. CONTROLLING SECTION CORNER OR 1/4 .CORNER AS DESCRIBED o CALCULATED POINT - NOTHING SET B.S. BUILDING SETBACK SET 2 INCH IRON PIPE W/ BRASS CAP MARKED RLS #22121 IN MONUMENT CASE (R), R# RADIAL BEARING (M) FIELD MEASUREMENT (RL#) RECORD LABEL BLOCK NUMBER • inek JOH Neesentiapxma North .Idaho Engineering 4200 West Seltice Way Coeur d'Alene, Idaho 83814 Phone: (208) 667- 1 171 Fax: (208) 664-3507 SHEET 2 4 HEE-TS DEDICATION KNOW ALL MEN BY THESE PRESENTS, that W.T.H. Development Company, a Limited Liability Corporation, and UNITED SECURITY BANK a National Banking Association hos caused to be platted into Lots, Blocks, Common Areas and Street the land shown hereon, to be known as RIVERWALK, SIXTH ADDITION being a parcel of land in the South Half of the Southwest Quarter and Government Lot 6, of Section 8, T.25 N., R.45 E., W.M., in Spc<ane County, Washington described as follows: Beginning at the Southeast corner of Lot 8 Block 2 of RIVERWALK SE:i;OND ADDITION according to the plat recorded under Book 23 of Plats, Pages 94 arc 95; thence N.00'12'00"W. a distance of 119.41 feet (Rec. 119.34 feet); thence N 02'41'03"E. a distance of 60.08 feet; thence N.00'12'00"W. a distance of 119.94 reet (Rec. 120.00 feet); thence N.89'48'00" E. a distance of 144.50 feet; thence N.89'48'04"E. a distance of 443.62 feet; thence S.01'31'46"E. a distarce of 89.27 feet to the beginning of a curve concave to the northwest having a r._jdius of 30.00 feet; thence southwesterly along said curve through a central angle of 91'19'50" on arc distance of 47.82 feet; thence N.89'48'04"E. a distance of 185.75 feet to the east line of said Southwest Quarter; thence S.01'31'46"E. along said .:ast line a distance of 179.44• feet to the south line of Government Lot 6; thenc... S.89'48'04"W. along said south line a distance of 648.38 feet:. thence S.89'47'31"W. a distance of 104.75 feet to the Point of Beginningc2 The owners hereby dedicate to the public use forever the street and roads :.hown within this plat. Lot 8, Block 2, being a one —foot (1') strip as shown hereon ore 'mereby dedicated to Spokane County • as general county property, to be dedicated for road purposes at such time, as the road is continued as full width right of way, or until cdjacent lands are platted. Tract "A" being private roads as shown on this plat are hereby dedicated to the RIVERWALK OWNERS ASSOCIATION created by document recorded July 25, 1995 under State UBI Number 601- 645-799. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those Jots within the Plat having frontage thereon. The private roadr, r shown on this plat 1,5 Qre hereby dedicated to the RIVERWALK OWNERS ASSOCIATION. The private roads, drainage: easements and/or common areas cannot be sold or transferred and shall be considered subservient estates for tax purposes to the other lots created herein. The status of the areas designated as subservient, estates for tax purposes cannot be changed without filling a replat. The owners of all lots within this subdivision shall be members of the RIVERWALK OWNERS ASSOCIATION and subject to the Articles of Incorporation and Bylaws thereof. Subject to the DECLARATION OF COVENANTS, CONDITIONS, RESTRICTION AND RESERVATION V EASEMENT, as recorded under Auditor's Document No. 9 07250312, which by reference is made a part thereof. 2K (Ze. Subject to separate Declaration Auditor's Document No. of Covenant as recorded under and which by reference is ;node a port thereof. Spokane County is hereby granted the right of ingress and egress to all priv:;te roads, common areas and/or drainage easements. WARNING: Spokane County has no responsibility to build, improve, or mainta:!'• or otherwise service the private roads contained within or providing service to the property' described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obl -:gtion of any kind or nature whatsoever to establish, examine, survey, construct, alter, repo. r, improve, maintain, or provide drainage or snow removal on a private road. his requirement is and shall run with the land and shall be binding upon the ow; er(s), their heirs, successors or assigns including the obligation to participate in the mail enance of the private road as provided herein. Ir c,,r': rear yard setbacks shaft be de ermined at the time building f:. ,nits are requested ueiless these setbacks are specifically d7afted or: U-. _, final plat. T.- setbacks indicated an this plat may be varied from if proper zoning approvals are obL fined. A perpetual sewer line easement for the installation, operation and maintenonc,_: of sanitary sewer over the private roads as shown hereon is hereby granted to ::okane County, its successors and assigns for the sole purpose of construction, installing op. -sting, maintaining, repairing, altering;' replacing, removing and all other uses or purr, se which are or may be related to a sewer system. Spokane County, its successor an.1 assigns at all time hereinafter at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the construction, installing, operating, maintaining repairing, altering, replacing, removing and all other uses or purpose which ar; /may be related to a sewer system. The grantors reserve the right to use and enjoy hat property which is subject to this easement for the purposes which will not interfere wit i the county full enjoyment of the rights hereby granted; provided the grantors shad not erect or construct any building or other structure or drill on the easement or diminish or substantially add to the ground cover over the easement. The Easement desc -ibed herein above is to and shall run with the land. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chc pier 36.94. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on —site sewage disposal systems shall not be authorized. The public water system, pursuant to the Water Plan approved by county and tate health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision; and the applicant sha provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water system is prohibited. Utility and Water Main Easements are hereby granted over the private roads an i over ten foot (10') wide strip of land, as shown hereon to the serving utility companies for the construction, reconstruction, maintenance and operation of the utilities. Togethc r with the right to inspect said utilities and to trim, and/or remove brush and trees that may interfere with the construction, maintenance and operation of the same. This Plat is subject to a Voluntary Mitigation Agreement as recorded under Auci or's Document No. 9507240089. 707 West 7th • Suite Spokane, WA 99204 IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this of , W.T.H. Development Company LLC, Limited Liability Corporation BY: ITS: UNITED SECURITY BANK, a National Banking Association BY: ITS: ACKNOWLEDGMENTS STATE OF WASHINGTON County of On this ___ day of , 19 . _, before me, the undersigned, a Notary Public in and for the ate of Washington, personally appeared to me known to e the of W.T.H. Development Company, LLC a Limited Liability Corporation executed the within and foregoing instrument, and acknowledged the said instrument be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he is authorized• to execute the said instrument and that the seal a; fixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year last above written. NOTARY PUBLIC in and for the State of Washington, residing at My commission expires STATE OF WASHINGTON )ss County of ) On this day of , 19 , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared , to me known to be the of UNITED SECURITY BANK, a National Banking Association, that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal : affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal t`:c ' Jo and year lost above written. INLAND PACIFIC ENGINEERING 200 (509) 458-6840 FAX: (509) 458-6844/ NOTARY PUB �..IC in and • for the State of Washington, . ; esiding at My commission expires SHEET 1 OF 2 AUDITOR'S CERTIFICATE Filed' for record this day of , 19___ at _M M. in Book • of Plats at page at the request of Deputy SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY DIVISION OF UTILITIES Examined and approved this day of , 19 Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of , 19 _. Spokane County Engineer SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING Examined and approved this day of , 19 _. Director, Spokane County Division of Building and Planning SPOKANE COUNTY HEALTH DISTRICT Examined and approved this day of 19 _. for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this day of , 19 _ Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS —This plat was `approved__ and accepted by the TCounfy-: Commissioners of Spokane County, Washington, on this day of , 19_ Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19_ Spokane County Treasurer by Deputy FINAL PLAT OF RIVERWALK SIXTH ADDITION (A PLANNED UNIT DEVELOPMENT) LOCATED IN THE S 1/2 OF THE - SW 1/4 AND GOVERNMENT LOT 6 OF SECTION 8, T.25 N., R.45 E., W.M.: SPOKANE COUNTY, WASHINGTON RECEIVED SEP 1 6 1996 SPOKANE COUNTY ENGINEER' ! ; AUDITOR'S CERTIFICATE Filed for record this _ _ day of ____ • , 19 at ___ M. in Book of Plats at, page at the request of 10' WIDE UTIL. ESMT. ,v3 17' WIDE UTIL. AND DRAINAGE ESMT. v INDIANA AVENUE co SIDEWALK ESMT. DETAIL NTS 7-N89'48'04" E 16.00' a L / CURVE C1 C2 C3 C4 RADIUS 30.00' 30.00' 30.00' 20.00' CURVE TABLE LENGTH 47.82' 47.12' 47.12' 30.95' TANGENT 30.70' 30.00' 30.00' 19.54' CHORD 42.91' 42.43' 42.43' 27.95' LIJ - 7 _J 1 (4/ 1 15.25' l NLAND PACIFIC ENGINEERING 707 West 7th • Suite 200 Spokane, WA 99204 1 (509) 458-6840 FAX: (509) 458-6844 N89'48'04" E (BASIS OF B'::ARINGS) 1nIn1AnIA A\a-- I 1 v LJ 1 r\ I v n n v L_. C'�J / 1 cn 0) N O z 0) i .-- N89'48'00" E 72.50' co Zo • 8695 SF 11215 10' WIDE /UTIL. ESMT. f0 t0 M„95,1. LOON 144.50' 72.00' 2 8636 SF 1 5221 POND "A SEE DETAIL -1------{--=1- 72.50' 1 72.00' O 67.53' 15214 NO0'1 1'56"W 20.50' N89(4- 7'5 24- 00' 1 12' 12'1 2 NO0'11'56'W 20.50' 1 8063 SF p t0 UNPLATTED 72.58' • 8706 SF /1225 15'720' B.S. 244.02' 68.00' 15'/20' B.S. 11220 z 0 � 2 cn 8119 SF • w 67.53' 37.22 30.78' S89'47'31"W 104.75' 10' WIDE UTIL. ESMT. INDIANA AVENUE POND "A" DETAIL NTS 72.58' N89' 48' 04" E - 10' WIDE UTIL. ESMT. 15224 3 9955 SF 10' WIDE UTIL. ESMT. 85.00' in M„9Sr!- LOON N89'48'041 E 72.25' cD 8666 SF 1 `f303 POND "8" SEE DETAIL z O Q 72.25' 5 8666 SF 1 LINE T1 TANGENT. TABLE DIRECTION NO0'11'56"W DISTANCE 10.00' T2 SO1'31'46"E 1.16' 443.62' 72.25' 6 8666 SF - 15323 72.25' z 7 0 O 8666 SF J -. W 1540-3 .- --- - 10' WIDE UTIL. ESMT. 15./20' B.S. 82.04' . I 17' WIDE JTIL. AND DRAINAGE ESMT: al. ▪ 9803 SF' SIDEWALK ESMT. 72.25' 25' �. 25' 50.00' N00'11'56"W L - - - - 15.00' N89'48'04"E UNPLATTED 72.25' INDIANA AVENUE 54.32' z 10039 SF 10' WIDE UTIL. ESMT. 87.09' S89'48'04"W N00'11'56"W 15.00' SEWER AND ESMT. AUDITOR'S DOC.#. 72.25' 65.02' - 10' WIDE UTIL. ESMT. /Z22 -s 2 7762 SF N 1N.189' 48'04" E NO0'11'56"W-\ 25.00' N00'11'56"W 20.50' �50 2.5071 20.50' 10' WIDE UTIL. ESMT. INDIANA AVENUE POND "P" D NTS AIL 72.25' 748.15' 504.13' 65.02' 15'/20' B.S. 15402 J1 3 7762 SF N 65.02' 54.12' (cP-8:22)) SHEET 2 OF 2 0041C:" S/E COR. GOV'T LOT 6 "ABC 7317/1335 8'04"E 28.50' 4? cf., td, (FUTURE) (HODGES LANE TEMPORARY CURB, PAVING DRAINAGE & ACCESS ESMT. T2 PER AUDITOR'S Doc.# 185.75' 90.71' SOUTH LINE OF GOV'T LOT 6 10' WIDE FUTIL. ESMT. 42 00' 0 rn INDIANA AVENUE POND "D' DETAIL NTS UNPLATTED LOT BLOCK 2 (1' WIDE STRIP) UNP • 2701WIDE-- WATER LINE ES ( PER AUDITOR'S DOC. # REBAR W/2" ALUM. CAP AUDITOR'S DOC. EAST LINE OF THE SW 1/4 OF SECT. 8 T.25N., R.45E. GRAPHIC SCALE NI MI 100 MI MI Mil ( IN FEET ) LEGEND -FND. 1\2" REBAR W/YPC STAMPED "MOORE 18091" PER FINAL PLAT OF RIVERWALK SECOND ADDITION UNLESS OTHERWISE NOTED 18091 (UNLESS OTHERWISE NOTED) AS: • -ANGLE POINT IN BOUNDARY (& -CENTERLINE MONUMENT a.s. -BUILDING SETBACK 15'/20' B.S. -15' HOME AND 20' GARAGE ' BUILDING SETBACK Air -ER CERTIFICATE OF EXEMPTIONS NUMBER CE-356-95 fatER RECORD OF SURVEY RECORDED IN BOOK 61 OF SURVEYS PAGE 100. SURVEYOR'S NOTES 1. THE AREA OF THE SUBDIVISION IS 4.71 ACRES. 2. THE AREA OF TRACT "A" (PRIVATE ROADS) IS 0.15 AC. BASIS OF BEARINGS THE BEARING OF N.89'48'04"E. ALONG THE CENTERLINE OF INDIANA AVE., AS SHOWN ON THE FINAL PLAT OF RIVERWALK SECOND ADDITION RECORDED IN BOOK 23 OF PLATS, PAGES 94 •AND 95, WAS USED AS THE BASIS OF BEARINGS. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 303 TEN -SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION "C". FINAL PLAT OF RECEIVED RIVERWALK SIXTH ADDITION (A PLANNED UNIT DEVELOPMENT) LOCATED IN THE S 1/2 OF THE SW, AND GOVERNMENT LOT 6 SPOKANE COUNTY, WASHINGT GRAPHIC SCALE 50 0 25 50 100 RIVERWALK 6TH ADDITI0N i 96083\OVERALL 0 ( L :! PLAT BOUNDARY ( IN FEET ) 1 inch = 50 ft. I IAIF)1 Arrr'r\ V I V i LJ'1 I I L_ PLAT BOUNDARY POND A -0 • 3 POND B J Y RIVERWALK SIXTH ADDITION 5 6 r10' WIDE DRAINAGE UTILITTY EASEMENT — EXISTING 8" W.M, �. 19 1 6' SIDEWALK 20 8" W.M 21 22 Hi T EXISTING 107 "SAN. I / ,---1-- N _ )I\ Il )IAIA 1 I� r\1 V L.F\ YYrL.I \ 0 1,1 iJ A r\r\ITI/"\l\I nV UI 1 1\.JI'11 6' SIDEWALK 1 10' WIDE & DRAINAGE UTILITTY EASEMENT 2 Ir N 3 23 8" W.M. 24 1_-INDIANA _T y J POND C 25 8 AvE A rrr-r\ VINI LJ11 I L_V I✓ / 0 0 L 27 -TEXISTINIG 10" SAN 6' SIDEWALK 1 POND E 5 • POND D 6 'RIVERWALK SIXTH ADD 7 IT ON 1 RIVERWALK 7th ADDITION ROAD EASEMENT LIMITS SIDEWALK & UTILITY EASEMENT 16' PLAT BOUNDARY 41' ROAD EASEMENT L_ ROAD EASEMENT LIMITS C/L 20.5' 20.5' 10' 8.5' PAVED WIDTH 18.5' PAVED WIDTH UTILITY EASEMENT 10' f4 5' MIN. 0.0200 FT./FT. 0.0200 FT./FT. SIDEWALK (ONE SIDE ONLY) 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. UTILITY EASEMENT RAW SPOKANE COUNTY TYPE "R" CURB TYPICAL CROSS-SECTION GRADY ROAD 60' RIGHT OF WAY N.T.S. 5' MIN. UTILITY EASEMENT R/W 10' 3.5' 6.5' SIDEWALK 20' C/L 20' 5' MIN. ,111-4444 SPOKANE COUNTY TYPE "B" CURB AND GUTTER 0.0200 FT. FT. 0.0200 FT Er. 6.5' SIDEWALK DM 5' MIN. 2" CLASS "A" ASPHALT CONCRETE CONTAINING -� 5 3/4% TO 6 1/4% ASPHALT ON 2" CLASS "E" ASPHALT CONCRETE ON 8" CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. TYPICAL CROSS-SECTION INDIANA AVENUE N.T.S. 10' 3.5' I I R I F)1 A rr r f\ VIVi LJ11 IL -Li BACK OF ROLLED CURB, TYPE "B" CURB, OR BACK OF SIDEWALK APPROXIMATE LOCATION OF EXIST. 6" A.C. IRRIGATION LINE. CALL CONSOLIDATED IRRIGATION DISTRICT ® 924-3655 ATTENTION BOB ASHCRAFT PRIOR TO CONSTRUCTION 5:1 TYP 5:1 TYP 1.0' SWALE SHALL BE CONSTRUCTED BEHIND BOTH CURBS AND/OR SIDEWALKS AFTER THE CURBS/SIDEWALKS HAVE BEEN BACKFILLED AND SHALL REMAIN IN PLACE THROUGHOUT THE BUILDING CONSTRUCTION. THE SWALES MUST BE REMOVED BY FINE GRADING IMMEDIATELY PRIOR TO SEEDING OR PLACEMENT OF SOD ON EACH LOT OR TRACT TYPICAL TEMPORARY CUTOFF SWALE SEC. 8, T.25.N., STREET & DRAT POND F 27+15.37 I � POND G j CAUTION! AT&T TRUNK LINE PROTECT IN PLACE. CONTACT VERN ERICKSON, COMMUNICATIONS TECHNICIAN, AT AT&T BEFORE CONSTRUCTION. PAGER # (509)-626-4975. LEGEND EXISTING c LP 0 0 G o❑ % O POWER POLE POWER POLE ANCHOR SIGN LIGHT POLE DRYWELL TELEPHONE RISER STORM DRAIN MAIL BOX GAS MAIN GAS METER WATER LINE WATER LINE FITTING WATER SERVICE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SEWER SERVICE FENCE RIGHT OF WAY ROAD CENTERLINE EDGE OF PAVEMENT PROPERTY LINE SECTION LINE THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO APPLICABLE EDITIONS OF THE SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDELINES FOR STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN APPROVED BY THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION. J PROPOSED 0 0 0 N R.45 E.,W.M. AGE PLAXS TABLE OF CONTENTS COVER SHEET SHEET 1 INDIANA AVENUE & GRADY ROAD • . SHEET 2 DETAILS . . SHEET 3 DEVELOPER'S APPROVAL GENERAL NOTES 1) ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE "SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION 1995", AND AS AMENDED. UNLESS SPECIFICALLY EXPECTED IN THE PLANS OR CONTRACT DOCUMENTS ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, (LATEST EDITION). 2) THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. 10)' THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE APPROVED WATER, SEWER, AND STREET & DRAINAGE PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE FOLLOWING DATES REPRESENT "APPROVED PLANS". THE DATE NOTED IS THAT DATE SHOWN IN THE TITLE BLOCK UNDER "DATE". A. WATER PLAN DATED B. SEWER PLANS DATED C. STREET & STORM PLANS APPROVED BY SPOKANE CO. ON IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, JANELLE GONZALES, AT (509) 458-6840, AND THE SPOKANE COUNTY ENGINEER'S OFFICE, AT (509) 456-3600. FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC (AMOCO 4545 OR APPROVED EQUIVALENT) BETWEEN THE DRYWELL BARREL AND THE WASHED DRAINROCK, AND BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS. PER SPOKANE COUNTY STD. DETAIL B-1. PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT 456-8000 BEFORE YOU DIG. THE CONTRACTOR SHALL MAKE AN EFFORT TO PROTECT ALL CATCH BASINS AND DRYWELLS FROM BEING CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC OVER THE METAL FRAME DURING INSTALLATION AND KEEPING IT IN PLACE UNTIL THE STREETS HAVE BEEN PAVED AND CLEANED. HOWEVER, THE FABRIC SHALL BE REMOVED PRIOR TO ACCEPTANCE. ALL DRYWELL CONNECTION PIPES SHALL BE PLACED BELOW THE DRYWELL CONCRETE CAP AND SHALL FLOW AS DIRECTED IN THE PLANS. FOR ANY CURB GRADES LESS THAN 0.8% (0.0080 FT/FT), A WASHINGTON STATE -LICENSED PROFESSIONAL LAND SURVEYOR SHALL VERIFY THAT THE CURB FORMS ARE AT THE GRADES NOTED ON THE APPROVED PLANS, PRIOR TO PLACEMENT OF CURB MATERIAL. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND COORDINATING WORK WITH THE PROFESSIONAL LAND SURVEYOR. DUE TO SOILS WITHIN THE AREA, THE CONTRACTOR SHOULD INCLUDE IN HIS BID, A UNIT PRICE PER CUBIC YARD FOR ROADWAY "BALLAST AS DESCRIBED IN THE 1994 WSDOT/APWA SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. IF DURING ROADWAY EXCAVATION, UNSUITABLE MATERIALS ARE ENCOUNTERED, AND ADDITIONAL SUBGRADE LAYER OF BALLAST MAY BE ADDED. DEPTH TO BE DETERMINED IN THE FIELD. D E fL UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 (/) z 0 0 0 zI Z Erc a 0 wUJ Z lL Z -I Q Z Za.w 0 N CO cCg SHEET 1 OF 3 JOB NUMBER 96083 CALL TWO BUSINESS DAYS BEFORE YOU DIG UJ cc / < 18 T J 0 EXISTING EXISTING POND B (4 ) 44 EXISTING 8" W. Mr 19 )1 EXISTING 10" SAN./ I I 8 18+51.96 INDIANA AVENUE= 10+00 SNAKE RIVER LANE 7 P\it A / A 1 14, I V L_I vvr\r...r -1 A 1‘../141 10 rr'cr. ; 1 L.LJ CONSTRUCTION NOTES \PLAT BOUNDARY 1 E TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C10 20.00' 31.42' 20.00' 28.28' N4511'41"W 9000'00" C11 20.00' 31.42' 20.00' 28.28' S44'48'19" W 90'00'00" C12 30.00' 47.82' 30.70' 42.92' N4408'23" E 91'19'50" C13 30.00' 46.43' 29.31' 41.93' S4551'37" E 88'40'10" C14 30.00' 26.87' 14.41' 25.98' N6408'46" E 5119'04" C15 30.00' 26.87' 14.41' 25.98' N6432'09"W 51'19'04" 2 22+11.23 INDIANA AVENUE= 30+00 GRADY ROAD 3 POND _13'1.-- PLAT RIVERWALK SIXTH ADDITIO_N- -- - - - 5 10' WIDE DRAINAGE & UTILITTY EASEMENT I r • 0- -0 •-•e, 8" W. M 0 1 19+67.2i 1 RIVERWALK 6" WM 6 BOUNDARY POND C /11 i I 11 • ujti 7111 7 UNPL ArtrdD - 0 8" W 21 N84\218'04" E I 0 22 s, I EXISTING 10" SAN. % 6+1 T10WIDE DRAINAGE UTILITTY EASEMENT 2 SIXTH ADDITION 3 PLAT BOUNDARY 1/. - X - T >0 - 0 I IP LJ 0) 41' ij r23 INDIANA AVENUE I 11 • •••••I•: f A -r-rr-r‘ Vivi Lin I I L-LY TEMPORARY CURB/STREET & DRAINAGE EASEMENT 25+77.83 INDIANA AVENUE= 10+00 HODGES LANE ° 3 1111t 104 8" W . EXIST! G 10" 27 /70 \ rip ly GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. EXISTING 60' WIDE SANITARY SEWER EASEMENT N8948'04" E 125.03' • 1 :Di A r-‘ 5_JIl, L./-51 I L-L.1 0 INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 21+84, LEFT. 0 INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 20+38, LEFT. 0 INSTALL SPOKANE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, 8-15. GRADY ROAD STA. 29+38.25, 26.5' RT. RIM EL=2030.00 ® INSTALL SPOKANE COUNTY TYPE "B" DRYWELL WITH 'TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVENUE STA. 25+75, 31.5' LT. RIM EL=2027.75 • DATUM 2030 REFER TO THE BENCHMARK DESCRIBED ON SHEET 1A OF 13 IN THE RIVERWALK SEWER EXTENSION PLANS APPROVED BY SPOKANE COUNTY MAY 16, 1995. 8+07.66=CR (0 0) co +0.0146 19+68.22= e INSTALL SPOKANE COUNTY TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. HOLMES LANE STA. 11+00, 23.5' LT. RIM EL=2028.40 0 TRANSITION FROM TYPE "B" CURB Sc GUTTER TO ROLLED CURB 0 CONSTRUCT WHEELCHAIR RAMP DESIGN "A" PER SPOKANE COUNTY STD. A-5. 0 INSTALL SPOKANE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVE. STA. 27+91.31, 52.40' LT. RIM EL=2028.46 (D INSTALL SPOKANE COUNTY TYPE "A" DRYWELL WITH 'TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVE. STA. 27+91.72, 52.31' RT. RIM EL=2028.46 5 INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 25+80.56, RIGHT. O. INSTALL STOP/STREET NAME SIGN PER SPOKANE COUNTY STANDARDS AND M.U.T.C.D. HIGH POINT STA. 23+44.44 ELEV.=2030.80 .rf Imam Imay /IN - o. 2 4 - X - - POND D 6 •RIVERWALK SIXTH ADDITION 6" WM 7 - X - - APPROXIMATE LOCATION OF EXIST. 6" A.C. IRRIGATION LINE. CALL CONSOLIDATED IRRIGATION DISTRICT @ 924-3655 kATTENTION BOB ASHCRAFT x ,/747,W4-rie,reU;72// • io I0 Im Ig 1-rt. PROPOSED TEMPORARY TURNAROUND N8948'04" E_ 125.03' 1 PROPOSED WATERLINE -- PROPOSED 20' WIDE WATER EASEMENT '11'0.5E1/, EXISTING 20' WIDE WATER EASEMENT TEMPORARY CUL-DE-SAC INDIANA STATIONING A = 27+15.83, 20' LT. B = 27+39.25, 31.25' LT. C = 27+78.46, 50' LT. D = 28+28.28 E = 27+78.11, 50' RT. F = 27+39.25, 31.25' RT. G = 27+15.83, 20' RT. 1 OC, VC 2030 co a) 0 B=0+26.87 LOW POINT STA. 0+83 84 ELEV=2028 76 cc 0 co 03 0) CO 0 N 00 W re) 0- 03 +0.0080 0) co 0) c 0 1-0.0080 re) co re) 0 In [NI + 0 tr) Ilo Cq to N 0- Tt• CA -0.0100 TOP LEFT CURB 2020 EXISTING PAVEMENT 0 03 Ci rt) 0 --o 26+23.684CR +0.0080 0) N HIGH POINT STA. 1+49.93 ELEV=2029.46 )- 0 _J coo com c`;1 N +.0080 11) ri r- 0 G=3+00.39 2030 fammomma.lii) LOW POINT CA STA. 2+16.16 ELEV=2028.76 2030 TOP LEFT CURB 2020 DEVELOPER'S APPROVAL P-ZZ I I i 3 PLAT BOUNDARY TEMPORARY TURNAROUND & WATERLINE EASEMENT EXISTING 6" TO BE ABAIN WATER PLAN SIXTH ADDITI rjA; vt/C, vp-AA" 28+50.61 7 28.76 rt 2 10' WIDE DRAINAGE & UTILITTY ESMT.--0-1 3 it qps\ApY ROAD ) N00'11'56" W 29 Er %Atm i 2 SEC. 8, T.25 N R.45 E.,W.M. SPOKANE COUNTY, WASHINGTON c.) 0 co od o 6 ZI 0080 0' IJ scArALL D TrE *-5 2 4 0 22+11.23 INDIANA AVENUE= Lu 30+00 GRADY ROAD WIDE DRAINAGE & UTILITY EASEMENT 2029.60 TC TC 2029.84 TC 5 6 GRADY ROAD 2029.90 / PV 2029.84 TC 2029.99 TC TC LLI LLI UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 10' CURB 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG TRANSITION TOP LEFT CURB 2020 FINISHED GRADE TOP LEFT CURB 2020 m 11 0 +0.0080 +0.0080 1 OC VC +0.00180 2030 18+96.46=GB 0 +0.0146 r-: co 0) 0) N C/L 2020 Ek STING PAVEM NT r ) 0) Cr; 0 CA HIGH STA. 2 ELEV.= POINT 3+44.44 2030.79 0 0 0 0 +0 N II 5 c`l a.. 100 VC +0.0080 70 VC 0) r- rr) ;) Ci 1.0 0 -0.0100 LOW POINT STA. 25+80.5 ELEV.=2028.9 ir) cv in 0; 0 tr) N tr) 03 cr) 03 c.c.) 0 CA (0 r0 ir) a; r'") CO CD 0) 1t) N rr) i) N -0.0080 0) 14) ar, 0 0 03 L.. cv 005 .r- z + wr- ocv IJ 0) (v 2030 C/L 2020 2030 9 +08.30=CR 0 +0.0146 19+66.21=PLAT BDRY=GB cn 0 +0.0080 21+71.73CR Cr) 0 HIGH POINT S A. 23+44.44 E EV.=2030.80 cc 11 r14) - TOP RIGHT CURB 2020 LL1 bJ EXISTING PAVEM >- I I `•"-I 0 0 1*-* ENT tr) dl +0.0080 re) 10C VC -09 14") 0 0 0 -0.0100 100 VC 0) +0.0080 0 NJ co + 2030 2030 C/L 2030 EXISTING GROUND ci co -0.0080 -0.0200 ca c) o co il c3 FINISHED GRADE o rn co o + CA 0) CA 0080 0 Rikssp...raaar re) 10' CURB -J cri 0 TRANSITION co LOW POINT STA. 25+80.56 ELEV.=2028.98 Lc) 11 tri TOP RIGHT CURB 2020 TOP RIGHT CURB 2020 (7) 0 10 ;of- FINISHED GRADE (.7) rn ui TOP RIGHT CURB 2020 e4S, ci) z o c) DATE 6 z 1.4 co o) I DRAWN BY: MWK, JDG I DESIGNED BY: MWK CHECKED BY: TRW 0....3.- ,, q o ito.-----------,„‘ HORIZONTAL: 1" =50' .. b LiJ LiJ cn 2 OF 3 JOB NUMBER 96083 18 19 20 21 22 23 24 25 26 27 28 29 30 TOP OF BERM ELEV.- TOP OF CURB ELEV. + .20' R/W DRAINAGE EASEMENT AS SPECIFIED ON PLAN 3 MAX. 1 DRAINAGE STRUCTURE -_., WHERE SHOWN ON PLANS .9' BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. TYPE "B" CURB GRATE ELEVATION NORMAL TYPE "B" GUTTER LINE CURB 4" THICK P.C.C. GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND SECTIONAL VIEW (NOT TO SCALE) 5' TRANSITION TYPE "R" CURB 8" 14" 10" TOP OF TYPE "B" CURB SPOKANE COUNTY TYPE "A" DRYWELL PLAN VIEW II 6" TOP OF TYPE "R" CURB 4" FLOW LINE 7 5' TRANSITION PROFILE VIEW 1 CURB TRANSITION DETAIL tT\ TYPE "B'' CURB TO TYPE "R" CURB NTS SF'OKANE COUNTY TYPE "A" DRYWELL PROPOSED TEMPORARY TURNAROUND to \ 3.37' �. EXISTING 10" SAN. R=50' •.J 36.00'� 0 02 w w 19' POND G POND F AND G POND F POND BOTTOM ELEV. = 2027.96 POND BOTTOM AREA = 347 SQ.FT. '208' VOL. REQUIRED = 177 CU.FT. '208' VOL. PROVIDED = 211 CU.FT. POND G POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED `3J TURNAROUND EASEMENT TEMPORARY TURNAROUND & DRAINAGE EASEMENT = 2027.96 = 368 SQ.FT. = 177 CU.FT. = 222 CU.FT. /A///.�/ CONCRETE APRON 10' UTILITY & DRAINAGE EASEMENT 1 15' • 1-- RIGHT OF WAY b {"' TOP OF BERM ELEV.- TOP OF CURB ELEV. + .20' DRAINAGE EASEMENT AS SPECIFIED ON PLAN 3 MAX. Q 1 DRAINAGE STRUCTURE = :� WHERE SHOWN ON PLANS .9' BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND GRATE ELEVATION R/W NORMAL ROLLED GUTTER LINE CURB r 4" THICK P.C.C. GRASS TURF INSTALLED CONCURRENT NOTES: WITH OCCUPANCY OF ADJACENT HOUSE PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. TOP OF BERM ELEV.- TOP OF CURB ELEV. + .20' gJ1-dr..il4.1L. 41 TYPICAL '208' POND SECTIONAL VIEW (NOT TO SCALE) R/W DRAINAGE EASEMENT AS SPECIFIED ON PLAN DRAINAGE STRUCTURE --- WHERE SHOWN ON PLANS .8' BELOW EDGE OF PVMT. ELEV. ADJACENT TO POND GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW (NOT TO SCALE) NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. 5' DRAINAGE EASEMENT CURB INLET TYPE 2 POND A POND BOTTOM ELEV. = 2027.25 POND BOTTOM AREA = 210 SQ.FT. '208' VOL. REQUIRED = 122 CU.FT. '208' VOL. PROVIDED = 127 CU.FT. SPOKANE COUNTY TYPE "B" DRYWELL CURB INLET TYPE 2 TYPE "B" CURB INDIANA AVENUE 4' 5 POND BOTTOM DRAINAGE EASEMENT I L 16.00' 21.00' POND D 1 oL N- RIGHT OF WAY 0! 1 10' UTILITY & NI 0 DRAINAGE EASEMENT •--- -..- 2 ..1Via:, 12 6 J 21.00' N- PROPERTY LINE POND BOTTOM ELEV. = 2027.25 POND BOTTOM AREA = 736 SQ.FT. '208' VOL. REQUIRED = 344 CU.FT. '208' VOL. PROVIDED = 409 CU.FT. 10' UTILITY & DRAINAGE EASEMENT RIGHT OF WAY 12.50' 3 r-- .. L INDIANA CURB INLET TYPE 2 POND B POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED SPOKANE COUNTY TYPE "A" DRYWELL ROLLED CURB-\ 0 0 4 —.. POND E o: '0 I"oo 5' DRAINAGE EASEMENT '�50 4 10 _t _I: —_- 1.1— POND BOTTOM 5. AVENUE = 2029.50 = 225 SQ.FT. = 134 CU.FT. = 135 CU.FT. RIGHT OF WAY CONCRETE APRON / POND BOTTOM 10' UTILITY & DRAINAGE EASEMENT 1 I T 8:0' 10' WM POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED = 2029.50 = 510 SQ.FT. = 240 CU.FT. = 323 CU.FT. 8" COMPACTED CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. • • NOTE: HYDROSEEDING SHALL BE DRYLAND TYPE GRASS. THE GRASS SWALE AREA SHALL HAVE 3 LIVING AND VIGOROUS GRASS PLANTS PER SQUARE FOOT AT THE END OF ONE YEAR TO BE CONSIDERED COMPLETE. SEED 40 Ibs/ACRE 33% DURAR HARD FESCUE 33% SHEEP FESCUE Approved By: 33% REUBAN'S CANADA BLUEGRASS 12-24-24 FERTILIZER 400 Ibs/ACRE SYLVA FIBER MULCH 2000 Ibs/ACRE J-TAC SOIL BINDER 40 Ibs/ACRE DEVELOPER'S APPROVAL 117' —t---I 10' UTILITY & DRAINAGE EASEMENT POND BOTTOM SPOKANE COUNTY TYPE "B" DRYWELL 5' DRAINAGE EASEMENT R=25' { RIGHT OF WAY .POND C RIGHT IU I 01 n O POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED OF WAY = 2027.90 = 734 SQ.FT. = 367 CU.FT. = 442 CU.FT. DAXTE 41-‹ 21/ iwi)( q/51-01/-5 kfr/b ri'" OA; � fp [/c5 DRAINAGE DITCH TO POND BOTTOM TEMPORARY CURB/STREE & DRAINAGE EASEMENT z 0 0) Z a0w ZLLZ vz za-w Zku- SHEET 3 OF 3 JOB NUMBER 96083 d L_ •. y — TO EXISTING INI AND POND IN RIVERWALK 2ND 6 RIVERWALK 2- ', / C4) C: C'1 PLAT BOUNDARY GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. _--1-K'1.-)I A-rTrn V I V I L.r-1 PLAT BOUNDARY POND A BA SIN A 3 POND B RIVERWALK SIXTH ADDITION--- 5 F10' WIDE DRAINAGE UTILITTY EASEMENT 6' SIDEWALK +./V' -•./V' -••J P ••.N ••.N' ••,nt -•-%At -•./V �,/V' JV\ow ✓V-► JV'.► JV-� ✓V��.M.► ✓V%-a. JV - go- 6 7 BASIN POND C 8 "C" 19 7;18— A r\r\ITIr\KI r LJL/I I IVIv) 20 1 RIVERWALK 7th ADDITION _ - 2030 21 .an-C 110' WIDE & DRAINAGE UTILITTY EASEMENT 2 BASIN PLAT BOUNDARY + 0 0 INDIAN& AVENUE JV�+► JV�► Jvv JV�+► JV� JV�i JV�+► JV�+► 6' SIDEWALK B 22 1 Q 0 L_ 23 IrrS If 1 POND E \� I I�I�)I VIVI ' IL_v ASIN ••O 20?)0 L` 5 w I InI')I AT7rr\ L)IV, LJ'11 It_tJ PdND D 6 IVERWALK SIXTH ADDITION 7 BASIN "F" POND G —' J RIVERWALK 6TH ADDITION BASIN MAP TEMP SAC TIME OF CONCENTRATION ROUTE JV` •• JV`� * FLOWS FROM BASIN F AND BASIN C BOTH FLOW INTO POND C. BECAUSE THE FLOW FROM BASIN C HAS A LONGER TIME OF CONCENTRATION, THE THE Tc FOR BASIN C IS USED INSTEAD OF BASIN F. BASIN SUMMARY BASIN TOTAL ACRES IMPERVIOUS AREA (SO.FTJ A 1.31 7525 B 0.84 8394 C 0.78 5357 D 1.26 7170 E 0.47 5769 F 0.11 3446 TOTAL 4.77 37661 UNDERGROUND SERVICE ALERT ONE -CALL NUMBER Z 0 m LLI 1 J 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG SHEET 1 OF 1 JOB NUMBER 96083 96083\OVERALL r 6.I _ix EXISTING 8" W.M I 19 fi EXISTING 10" SAN.II li N ..�_- - PLAT BOUNDARY POND A 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. O 3 POND B J PLAT BOUNDARY INIr...)I A-rrrr' V ILJ\I IL_V RIVERWALK SIXTH ADDITION 5 10' WIDE DRAINAGE UTILITTY EASEMENT & 6 O POND C 8 • Iz W 0 I inl';I `A-r-rr-r' VIVI_V L POND F 6' SIDEWALK 201 6' SIDEWALK — T 1�Iw�I-\YY/1L.l'. r'n ( A r\ r\ 1-1-1 � I nLJUIIIVIVI RIVERWALK 7th ADDITION ROAD EASEMENT LIMITS SIDEWALK & UTILITY EASEMENT 16' ( 8" W.M. I 21 1 22 ►Ii i_ -- I G. T EXISTING 1-� 0 tAN. I Ia ®� Ic. 10' WIDE •& DRAINAGE UTILITTY EASEMENT 2 PLAT BOUNDARY 41' ROAD EASEMENT —r 0 CYo L Q ROAD EASEMENT LIMITS 10' 5' MIN. 'AilL4111,Stl SIDEWALK (ONE SIDE ONLY) 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. 6' .1111 • C/L 20.5' 20.5' 2' 18.5' PAVED WIDTH 0.0200 FT./FT. 18.5' PAVED WIDTH UTILITY EASEMENT R/W 0.0200 FT./FT. 2' SPOKANE COUNTY TYPE "R" CURB TYPICAL CROSS-SECTION GRADY ROAD 60' RIGHT OF WAY N.T.S. In N 23 L 8 W.M. 24 iWAi T 1 25 1- AVER 0 0 — -e- — I ■ 6SID 27 l r �— 1 EXISTING 10" SAN. \ 127+1)- 5.37 8"W.M 6' SIDEWALK UTILITY EASEMENT 10' 5' MIN. UTILITY EASEMENT R/W 10' 3.5' 6.5' SIDEWALK 20' C/L 20' 6.5' SIDEWALK SPOKANE COUNTY TYPE "B" CURB AND GUTTER 0.0200 FT. FT. 0.0200 FT. FT. 2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1 /4% ASPHALT ON 2" CLASS "E" ASPHALT CONCRETE ON 8" CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. TYPICAL CROSS-SECTION INDIANA AVENUE N.T.S. 10' --- 3.5' 5' MIN. ?'r f 1 POND E' I !KID! ATrrr\ V I V I L.r\ i 1 L LJ BACK OF ROLLED CURB, TYPE "B" CURB, OR BACK OF SIDEWALK L 0 AT- 5 POND D 6 RIVERWALK SIXTH ADDITION 'PPROXIMATE LOCATION OF EXIST. 6" A.C. IRRIGATION LINE. CALL CONSOLIDATED IRRIGATION DISTRICT 0 924-3655 ATTENTION BOB ASHCRAFT PRIOR TO CONSTRUCTION 5:1 TYP 5:1 TYP v^- 1.0' SWALE SHALL BE CONSTRUCTED BEHIND BOTH CURBS AND/OR SIDEWALKS AFTER THE CURBS/SIDEWALKS HAVE BEEN BACKFILLED AND SHALL REMAIN IN PLACE THROUGHOUT THE BUILDING CONSTRUCTION. THE SWALES MUST BE REMOVED BY FINE GRADING IMMEDIATELY PRIOR TO SEEDING OR PLACEMENT OF SOD ON EACH LOT OR TRACT TYPICAL TEMPORARY CUTOFF SWALE —t RIVERWALK 6TH SEC. 8, T.25 N., R.45 STREET & DRAINAGE r CUL DE` SAC PAVING LIMIT (TYP.) 1- POND G 1 TEMP. CUL DE SAC SHALL BE CONSTRUCTED WITH 2" COMPACTED DEPTH ACP CL "B" ON 6" COMPACTED DEPTH CSTC PER WSDOT/APWA SPECIFICATIONS. ICAUTIONI AT&T TRUNK. LINE PROTECT IN PLACE. CONTACT VERN ERICKSON, COMMUNICATIONS TECHNICIAN, AT AT&T BEFORE CONSTRUCTION. PAGER # (509)-626-4975. LEGEND EXISTING -0- E-- LP 0 G x x x POWER POLE POWER POLE ANCHOR SIGN LIGHT POLE DRYWELL TELEPHONE RISER STORM DRAIN MAIL BOX GAS MAIN GAS METER WATER LINE WATER LINE FITTING WATER SERVICE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SEWER SERVICE FENCE RIGHT OF WAY ROAD CENTERLINE EDGE OF PAVEMENT PROPERTY LINE SECTION LINE P THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS CONFORM TO APPLICABLE EDITIONS OF THE SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDELINES FOR STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN APPROVED BY THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION. � J PROPOSED T a • H • ADDITI0N E.,W.M. PLANS TABLE OF CONTENTS COVER SHEET SHEET 1 INDIANA AVENUE & GRADY ROAD • D ETA,! LS SHEET 2 SHEET 3 GENERAL NOTES 1) ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE "SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION 1995", AND AS AMENDED. UNLESS SPECIFICALLY EXPECTED IN THE PLANS OR CONTRACT DOCUMENTS ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, (LATEST EDITION). 2) THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF THE APPROVED WATER, SEWER, AND STREET & DRAINAGE PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE FOLLOWING DATES REPRESENT "APPROVED PLANS". THE DATE NOTED IS THAT DATE SHOWN IN THE TITLE BLOCK UNDER "DATE". A. WATER PLAN DATED 7/12/96 B. SEWER PLANS DATED 7/10/96 C. STREET & STORM PLANS APPROVED BY SPOKANE CO. ON 7/20/96 IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, JANELLE GONZALES, AT (509) 458-6840, AND THE SPOKANE COUNTY ENGINEER'S OFFICE, AT (509) 456-3600. 5) FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC (AMOCO 4545 OR APPROVED EQUIVALENT) BETWEEN THE DRYWELL BARREL AND THE WASHED DRAINROCK, AND BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS. PER SPOKANE COUNTY STD. DETAIL B-1. 6) PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT 456-8000 BEFORE YOU DIG. 10) DEVELOPER'S APPROVAL THE CONTRACTOR SHALL MAKE AN EFFORT TO PROTECT ALL CATCH BASINS AND DRYWELLS FROM BEING CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC OVER THE METAL FRAME DURING INSTALLATION AND KEEPING IT IN PLACE UNTIL THE STREETS HAVE BEEN PAVED AND CLEANED. HOWEVER, THE FABRIC SHALL BE REMOVED PRIOR TO ACCEPTANCE. ALL DRYWELL CONNECTION PIPES SHALL BE PLACED BELOW THE DRYWELL CONCRETE CAP AND SHALL FLOW AS DIRECTED IN THE PLANS. FOR ANY CURB GRADES LESS THAN 0.8% (0.0080 FT/FT), A WASHINGTON STATE —LICENSED PROFESSIONAL LAND SURVEYOR SHALL VERIFY THAT THE CURB FORMS ARE AT THE GRADES NOTED ON THE APPROVED PLANS, PRIOR TO PLACEMENT OF CURB MATERIAL. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND COORDINATING WORK WITH THE PROFESSIONAL LAND SURVEYOR. DUE TO SOILS WITHIN THE AREA, THE CONTRACTOR SHOULD INCLUDE IN HIS BID, A UNIT PRICE PER CUBIC YARD FOR ROADWAY "BALLAST" AS DESCRIBED IN THE 1994 WSDOT/APWA SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. IF DURING ROADWAY EXCAVATION, UNSUITABLE MATERIALS ARE ENCOUNTERED, AND ADDITIONAL SUBGRADE LAYER OF BALLAST MAY BE ADDED. DEPTH TO BE DETERMINED IN THE FIELD. OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE DATE PROJECT 1# �UUMITTAL RETURN TO COUNTY ENGINEER UNDERGROUND SERVICE ALERT ONE —CALL NUMBER =!� 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG Z 0 0 Z, (0 I DRAWN BY: JEM I DESIGNED BY: I MWK CHECTRKEDW. BY: 0 N r J SHEET 1 OF 3 JOB NUMBER 96083 CURVE TABLE i L 174 LLI 2I' • -I - II J 0 bo z X w N �'� / / 4 • - 1 1 PLAT BOUNDARY CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C10 20.00' 31.42' 20.00' 28.28' N45'11'41"W 90'00'00" C11 20.00' 31.42' 20.00' 28.28' S44'48'19"W 90'00'00" C12 30.00' 47.82' 30.70' 42.92' N44.08'23"E 91'19'50" C13 30.00' 46.43' 29.31' 41.93' S45.51 '37" E 88'40' 10" C14 30.00' 26.87' 14.41' 25.98' N64'08'46" E 51'19'04" C15 30.00' 26.87' 14.41' 25.98' N64'32'09"W 51'19'04" IAI[)I A-rr IJ I N I L.r\ 11 EXISTING POND 8 (4 4,4 EXISTING 8" W.M 1 19 Mr )I'. /rL)\AlA I I� \I V L_I \YYP\L.I\ L 22+1 1.23 INDIANA AVENUE= 30+00 GRADY ROAD 3 POND. B" PLAT RIVERWALK SIXTH ADDITION - r10' WIDE DRAINAGE UTILITTY EASEMENT 1 • fir 6 BOUNDARY 8 I POND C N89'48'04" E 1 I. 8.00' NO1'31'46" W 5.12' R=25' I 00 201 . I EXISTING 10" SAN.II - 7/7- 18+51.96 INDIANA AVENUE= 10+00 SNAKE RIVER LANE .© 21 N89\48'04"E I 0 22 T T EXISTING 10" SAN. 19+67.21 ra LI 0, A r\r\ITI/\I\I r'LJLJI I I\JI NI _L I INI[DI A-r-rr-r\ lJ 1 I I I.- LJ CONSTRUCTION NOTES 1 RIVERWALK - 6" WM -10' WIDE DRAINAGE UTILITTY EASEMENT 2 SIXTH ADDITION PLAT BOUNDARY x T 7o i LU 4 0 z 1' 5' 1 1 ) 23 4► I INI[)1 ATTr-r; L'INi LJ'\1 IL.. J O INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 21+84, LEFT. O INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 20+38, LEFT. 0 INSTALL SPOKANE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. GRADY ROAD STA. 29+38.25, 26.5' RT. RIM EL=2030.00 0 INSTALL SPOKANE COUNTY TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVENUE STA. 25+75, 31.5' LT. RIM EL=2027.75 45. DATUM REFER TO THE BENCHMARK DESCRIBED ON € SHEET 1A OF 13 IN THE RIVERWALK SEWER EXTENSION PLANS APPROVED BY SPOKANE COUNTY MAY 16, 1995. 0 INSTALL SPOKANE COUNTY TYPE "8" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. HOLMES LANE STA. 11 +00, 23.5' LT. RIM EL=2028.40 © TRANSITION FROM TYPE "Er CURB & GUTTER TO ROLLED CURB 07 CONSTRUCT WHEELCHAIR RAMP DESIGN "A" PER SPOKANE COUNTY STD. A-5. 0 INSTALL SPOKANE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL. FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVE. STA. 27+91.31, 52.40' LT. RIM EL=2028.46 90 INSTALL SPOK'.NE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15. INDIANA AVE. STA. 27+91.72, 52.31' RT. RIM EL=2028.46 5 INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE COUNTY STD. B-9. STA. 25+80.56, RIGHT. 10 INSTALL STOP/STREET NAME SIGN PER SPOKANE COUNTY STANDARDS AND M.U.T.C.D. 2 8" W.M. - NDIANA T - I AVENUE L 1 INTERSECTION DETAIL PLAN & PROFILE 4 N89'148'0 .n , E I INI[)I Ar-rr\ VI N, L.P, 1 1 L LJ TEMPORARY CURB/STREET & DRAINAGE EASEMENT NO 1'31'46" W 7 1.16' 25+77.83 INDIANA AVENUE= 10+00 HODGES LANE R=20' N00'1 '56"4/ .1 .64' 8" W.M. EXIST! L _ POND D G 10" SAN. 5 6 RIVERWALK SIXTH ADDITION 6" WM 27 GRAPHIC SCALE 50 0 25 50 100 N89'48'04 E F) in3 - x ---- x - APPROXIMATE LOCATION OF EXIST. 6" -23 A.C. IRRIGATION LINE. CALL CONSOLIDATED IRRIGATION DISTRICT 0 924-3655 ATTENTION BOB ASHCRAFT x ( IN FEET ) 1 inch = 50 ft. PROPOSED TEMPORARY TURNAROUND EXISTING 60' WIDE SEWER EASEMENT 125.03' 7+78: 14t N89'48'04" EJ 125.03' I`-- PROPOSED WATERLINE r- PROPOSED 20' WIDE WATER EASEMENT EXISTING 20' WIDE : 1 WATER EASEMENT 2030 TOP LEFT CURB 2020 8+07.66=CR cD 0) + o o +0.0146 0 >- cc 0 m LL. II O O + 0) rn N 0 N m 0 N co M y- O cO O N EXISTING PAVEMFNT +0.0080 w J z 0) O 0) N 0 N HI1H POINT STA.' 23+44.44 ELEV.=2030.80 +0.0080 TEMPORARY CUL-DE-SAC INDIANA STATIONING A = 27+15.83, 20' LT. B = 27+39.25, 31.25' LT. C = 27+78.46, 50' LT. D = 28+28.28 E = 27+78.11, 50' RT. F = 27+39.25, 31.25' RT. G = 27+15.83, 20' RT. 100 VC ca c0 u + to N 11 0 5N 0_ O O + N 0 03 0 O N 0 O N 2030 2020 -0.0100 CO 0) N O N B=0+26.87 -.01100 50 VC +.0195 -.0175 50 VC HIGH POINT STA. 1+51.35 ELEV=2029.57 50 VC +.0100 O c0 + 0 co N 00 N 0 N LOW POINT STA. 0+76.95 ELEV=2028 70 ce 0 1") N + 0 h 00 N O N 1 O_ + N N 0 N 0 N cc 0 r N 0 N Ll) N U') N O C'J CO N 0 N LI ) N + +0.0080 U) r 00 N 0 N >- 0 z ODCOm O 0� U) + N OD pN F=2+73.52 0) N 0 N LOW POINT STA. 2+26.82 ELLV=2028.74 G=3+00.39 2030 3 2020 2030 TOP LEFT CURB 2020 SANITARY DEVELOPER'S APPROVAL PLAT BOUNDARY J TEMPORARY TURNAROUND & WATERLINE EASEMENT 10' WIDE DRAINAGE & UTILITTY ESMT.-0-I 3--I 3 1. 1 of 51 28+50.61 POND E I INIE)I ATTrr\ Li i N, L J-'\ I I L.-Li EXISTING 6" WATER MAIN TO BE ABANDONED, SEE WATER PLAN FOR RIVERWALK SIXTH ADDITION 1 16. GRAIDY R•Dv 1f1 4AN E- I129 8" WM 1 DATE NO0'11'56"W SEC. 8, T.25 N., R.45 E.,W.M. SPOKANE COUNTY, WASHINGTON 2030 TOP LEFT CURB 2020 0 O -0 0080 ( L.aJJ J 4 22+11.23 INDIANA AVENUE= W ' 30+00 GRADY ROAD ce l ' 10' WIDE DRAINAGE & UTILITY EASEMENT 6 2029.60 TC 2029.84 TC TC GRADY ROAD 2029.90 PV 2029.84 TC 2029. 9 TC TC U COLO II 0)0) 00 NCN FINISHED GRADE W z Q z z z UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG 10' CURB TRANSITION 0J CO• rn 00 NN emiblk 2030 TOP LEFT CURB 2020 2030 C/L 2020 z VIM 18+96.46=G +0.0146 co 19+67.21= >- cc +0.0080 +0.0080 HIGH POINT STA. 23+44.44 ELEV. =12030.79 tHIGH POINT 0 0 14) CN +0.0080 0 LOW POINT I STA. 25+80.4 ELEV. =2028.97 cv co oci 0 Ln oo cv 0 Ln cv co co 70 VC to 0 II N Lri 00 CO P -0.0080 ci Lc) CO ca Lai h 0 2030 2020 2030 TOP RIGHT CURB 2020 2030 C/L 2020 2030 TOP RIGHT CURB 2020 EXISTING G UND a. co 28+50.611=TOC co +0.0080 FINISHED GRADE -C<)200 cv oo cv rn 2030 TRANSITION -0 0080 CiL 2020 0 01) 00 NN Cr) co• rn NN 00 NN 2030 0 0 a. FIN SHED GRADE z TOP RIGHT CURB 2020 co .11 I DRAWN BY: MWK, JDP I DESIGNED BY: MWK CHECKED BY: TRW cc z Liu co co 01) co in col 41) LJ LLJ CI ( SHEET ) 2 OF 3 JOB NUMBER 96083 R/W DRAINAGE EASEMENT AS SPECIFIED ON PLAN R/W DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEV.= TOP OF CURB ELEV. + .20' 3 MAX. 1 .9' BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND GRATE ELEVATION DRAINAGE STRUCTURE ---.� WHERE SHOWN ON PLANS NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. TYPE "B" CURB 5' TRANSITION NORMAL TYPE "B" GUTTER LINE CURB 3 MAX. Q 1 .50' 3:1 (TYP) 4" THICK P.C.C. GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND SECTIONAL VIEW (NOT TO SCALE) TYPE "R" CURB 18" FLOW LINE 14" I) PLAN VIEW TOP OF TYPE "B" CURB 1 Sat • VI 1 " 4„ FLOW LINE 5' TRANSITION PROFILE VIEW E 1 CURB TRANSTION DETAIL TYPE "B" CURB TO TYPE "R" CURB NTS N89°48'04" E SPOKANE COUNTY TYPE "A" DRYWELL PROPOSED TEMPORARY TURNAROUND 'SPOKANE COUNTY TYPE "A" DRYWELL 28.44' >- z EXISTING 10" SAN. 0 N 36 06 POND F 27+78.28 R=50' _ • 35.00' „ \ POND F AND G 36.26' w o� Co co POND G N89°48'04" E J POND F POND BOTTOM ELEV. = 2027.96 POND BOTTOM AREA = 169 SQ.FT. '208' VOL. REQUIRED = 177 CU.FT. '208' VOL. PROVIDED = 206 CU.FT. TOP OF BERM ELEV.= TOP OF CURB ELEV. + .20' PE "R" CURB TURNAROUND EASEMENT TEMPORARY TURNAROUND Sc DRAINAGE EASEMENT POND G POND BOTTOM ELEV. = 2027.96 POND BOTTOM AREA = 166 SQ.FT. '208' VOL. REQUIRED = 177 CU.FT. '208' VOL. PROVIDED = 201 CU.FT. /A /i CONCRETE APRON DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF BERM ELEV.= TOP OF CURB ELEV. + .20' 1 DRAINAGE STRUCTURE --_� WHERE SHOWN ON PLANS .9' BELOW THE NORMAL GUTTER LINE ELEVATION OF THE LOWEST CURB DROP TO THE POND NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN .ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. R/W 3 MAX. Q 1 DRAINAGE STRUCTURE WHERESHOWN ON PLANS .8' BELOW EDGE OF PVMT. ELEV. ADJACENT TO POND GRATE ELEVATION 3 MAX. 1 .50' f 3:1 (TYP) GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW (NOT TO SCALE) 10' UTILITY & DRAINAGE EASEMENT RIGHT OF WAY NOTES: PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. 24 0' 5' DRAINAGE EASEMENT 15 r•• o2 -I — _ 4— -- 1 cn gin: • 7' G+— POND BOTTOM INDIANA AVENUE CURB INLET TYPE 2 POND A POND BOTTOM ELEV. = 2027.25 POND BOTTOM AREA = 210 SQ.FT. '208' VOL. REQUIRED = 122 CU.FT. '208' VOL. PROVIDED = 127 CU.FT. SPOKANE COUNTY TYPE " B DRYWELL INDIANA CURB INLET TYPE 2 AVENUE 5 L. 16.00' _or.. t 21.00' POND BOTTOM—' DRAINAGE EASEMENT POND D 0 T. L o: N I'0) is.kt..� 1°° 6 21.00' TYPE "B" CURB PROPERTY LINE POND BOTTOM ELEV. = 2027.25 POND BOTTOM AREA = 736 SQ.FT. '208' VOL. REQUIRED = 344 CU.FT. '208' VOL. PROVIDED = 409 CU.FT. RIGHT OF WAY 10' UTILITY & - DRAINAGE EASEMENT GRATE ELEVATION NORMAL GUTTER LINE ROLLED CURB 3 MAX. .50' 4:1 (TYP) 4" THICK P.C.C. GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND SECTIONAL VIEW (NOT TO SCALE) 8" COMPACTED CRUSHED SURFACING BASE • COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. r,. 10' UTILITY & DRAINAGE EASEMENT RIGHT OF WAY 5' DRAINAGE EASEMENT 312.50' 12.50' L' I. .._...� 14 0 L _ _I_— 1- POND BOTTOM 1 7 ' T. • INDIANA AVENUE CURB INLET TYPE 2 POND B POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED SPOKANE COUNTY TYPE "A" DRYWELL- ROLLED CURB-•\ 0 cc >- cc 4-.. POND E ••-1 = 2029.50 = 225 SQ.FT. = 134 CU.FT. = 135 CU.FT. RIGHT OF WAY / -+-T-6" !4.5 L..J 6.00' 10' POND BOTTOM 10' UTILITY & DRAINAGE EASEMENT WM POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED = 2029.50 = 510 SQ.FT. = 240 CU.FT. = 323 CU.FT. CONCRETE APRON 10' UTILITY & DRAINAGE EASEMENT .�G RIGHT OF WAY 10 NOTE: HYDROSEEDING SHALL BE DRYLAND TYPE GRASS. THE GRASS SWALE AREA SHALL HAVE 3 LIVING AND VIGOROUS GRASS PLANTS PER SQUARE FOOT AT THE END OF ONE YEAR TO BE CONSIDERED COMPLETE. SEED 40 Ibs/ACRE 33% DURAR HARD FESCUE 33% SHEEP FESCUE Approved By 33% REUBAN'S CANADA BLUEGRASS 12-24-24 FERTILIZER 400 Ibs/ACRE SYLVA FIBER MULCH 2000 Ibs/ACRE J-TAC SOIL BINDER 40 Ibs/ACRE DEVELOPER'S APPROVAL DATE HYDROSEED DITCH BOTTOM SIDEWALK EASEMENT \ k 2�'L$��G 2028.81 TC 3.1 M4 DITCH TO N01 ° 31 ',46" W 5.12' 5 I, 3-� TEMPORARY EASEMENT M 0.5' MIN. POND C N89'48'04" E 8.00' 8 5' DRAINAGE EASEMENT TYPE "B" DRYWELL SPOKANE COUNTY POND BOTTOM co 4' 2027.90 DITCH \ 2028.11 DITCH R=20' N00°1 1'56"W 10.64' .91 7.5' ODG DRAINAGE DITCH TO POND BOTTOM N89°48'04" E 45.01' 2028.28 DITCH N01°31'46"W 1.16' In1E)) A"rTr-11 V I V I L _n 1 1 L_ L) TEMPORARY CURB/STREET & DRAINAGE EASEMENT POND C POND BOTTOM ELEV. POND BOTTOM AREA '208' VOL. REQUIRED '208' VOL. PROVIDED IS LA\ = 2027.90 = 734 SQ.FT. = 367 CU.FT. = 442 CU.FT. 10' UTILITY & DRAINAGE EASEMENT HODGES LANE PROFILE VERTICAL SCALE: 1" =5' HORIZONTAL SCALE: 1" =20' 2035 C/L 2030 2025 -0.0200 N rn cO N 0 FINIS IED GRADE 0 0 0 INDIANA AVENUE N In Co 00 N 0 N +0.0080 10+50=EOP a. 0 w II 0 (0 O cid O STA. 10+52.85 EDGE OF CSTC MATCH EXISTING EXISTING PROPOSED DITCH BOTTOM ELEV=2028.1 1 N c0 0 Cr I— cw (1N P( w GROUND GROUND 1�,-,-F'1"J L 1OI PUBLIC L/1 I rKANE OUi\rJ ENGN'EE. ;'SS O F GL PROJECT €) CO In z 0 0 CO 0) I DRAWN BY: JDG I DESIGNED BY: JDG LCHECKED BY: TRW N CO tli 0 0 N J w 0 SHEET 3 OF 3 JOB NUMBER 96083 10 11 GRAPHIC SCALE 50 0 25 50 csi RIVERWALK 6TH ADDITION 19 PLAT BOUNDARY ( IN FEET ) 1 inch = 50 ft. IE)I A-rrc r V I V 1 LJ-1 I I LLJ PLAT BOUNDARY POND A J BASIN "A • 3 POND" B r- i RIVERWALK SIXTH 5 r10' WIDE DRAINAGE UTILITTY EASEMENT ADDITION- 6 -i' I,! POND C I 7 8 I BASIN "C" 1: 6' SIDEWALK 20 21 -**-LAC -+./V' -•./V' wv -•NAi' f.AJ` +NAP +KAP -NINAP *NAP -.6h-VV`-••-A1' -0.A/` / 7"7. — -r ..�.�'�' I/ S / N \�I TO EXISTING INLET AND POND IN RIVERWALK 2ND r)I\ IT )lAI A 1 h \1 V L_r\VVrL.I\ 1 0 n i Af'\I\1TIC\.1 nLJLJI I IJI vl 6' SIDEWALK 1 -10' WIDE & DRAINAGE UTILITTY EASEMENT 2 BASIN 22 fr >- 0 0 0 0 23 f+/v ..*,AC W J ✓v`•► -AP-1,- ✓ P- ► ✓vim.• vs -a- ✓vim.► ✓vtii► ✓V I N D IANA AVENUE Q 0 1 1AIE)I A'-rc f% 1.)141 LJ-1 1 L_LJ 26 6' SIDEWALK ASIN t / ASIN _ a 27 DPONE D 5 6 7 RIVERWALK SIXTH ADDITION LETET BASIN L-- 0 27+15.37 RIVERWALK 7th ADDITION N PLAT BOUNDARY L — a;. 1 1AIE)I A"r"rl-I V I V 1 L J"\ I I L- LJ 2030 POND F 1 POND G 1- 1- J J 2t-,' 1 BASIN MAP TEMP SAC TIME OF CONCENTRATION ROUTE .A/`•► .1/`40.- * FLOWS FROM BASIN F AND BASIN C BOTH FLOW INTO POND C. BECAUSE THE FLOW FROM BASIN C HAS. A LONGER TIME OF CONCENTRATION, THE THE Tc FOR BASIN C IS USED INSTEAD OF BASIN F. BASIN SUMMARY. BASIN TOTAL ACRES IMPERVIOUS AREA (SQ.FT.) A 1.31 7525 B 0.84 8394 C 0.78 5357 D 1.26 7170 E 0.47 5769 F 0.11 3446 TOTAL 4.77 37661 UNDERGROUND SERVICE ALERT ONE —CALL NUMBER Z 0 La CD '1"m I DRAWN BY: JEM CHECKED BY: L. TRW c. � 3! W z 0 96083\OVERA 456•8000 CALL TWO BUSINESS DAYS BEFORE YOU DIG SHEET 1 OF 1 JOB NUMBER 96083 36 /5 3 7. �6 S'o 7 66 / 2 ¢ SrS. SO + 2 I / 27930 1 /18SO 7 S �- 1 - - - — N /3. 6S //c li9.95 h /So 2735 I �8 �/ 377o I N /3 �% - 6 g 3 O %� e /9 120. 2� pai %` 2 �" O�� -7 I 8 __IN �� 3 206o 30 S6 S6 /z j � -5T8. gS i.- ,5769 ` e — .33 3755 5 tV 0 3940 19- i� -I 1 " (_ � ' 25• 35.. 25 ' 0 37. 75 . j 2530 IN /3 7 n1 h - �?6 20 37. 23 n) _Yil _ tj I ti' �--- / a n '", /B7o V2/'30E 1,2/•30'E �_ Al 9' �� I N6949E I/2/"30E. NB9 S/!Y 7870 79'28 — 2i• 37. 8 - 79. s8 '� _- I�7S0 �r 1 u0/�L.339 3-'S Se 915e0/S Sz0Z/ N r� ' -_-- 1 IN 2 / 3 2 / / \cr)39 50 139. 49 139 .=9 '') 3 I j �" -1V it - L� _ -¢- L-_ 3 2 I / \ 9 3S38I n — — --- g_ s � ' �, `� co / 62 g9 ! O '35:63 CO6 3.9.4$ 637.98 a a I3588 �! �I .30E $ 2/.30E I.5es43`" �. Ni S. 89 6 E `2/ /8 00 1 7800 /ssa l - — K 2/ 90 � I S 89 Sgl1' v2/ 31 79.70 `L S' 13F. • u 32� 632.42 3863 /Ye 9 S;7-!Y2/ "30E O o' n / \i 1 \ 2/ 30 Z.- N 89 ,57.4, v 2/'.30 E 9 .55 yv I i, 2/ • a0 79 80 ii79. 30 C i / i S� , R ` vo 0o -/_�c894� IY / • �' 7c� ; 4. 7U 1 3�/2 2.S ,J /9 SO -�! -� {i/PS7� y / 'O �� q �z; �� '4 �U °T3� O�. ji _ 80 ../ 1S \- "J'h 2 - 37,50 v :��< /4/c k 3.7S 3050 .._..2_-: +� 2� 1 f.: 325. /0 �� Q .3531-5'.I o j��al s f 7 Q l) a >/ \4210 ':4`v •30C S\i �aE„ 7= �2 .S.r 2,5 r lL 2r'4 s E " ✓ 22 L Z._/ ram' 3/,5 p� �u y j _ �U t3r�E:.t % ?8 2S' \ 3 1L:_CORD 01- SUIV1- Y A PORTION OF THE SW 1/4, AND GOVERNMENT LOTS 5 & 6, SECTION 8, T 25 N, R 45 E, W.M., SPOKANE COUNTY, WASHINGTON FD. 5/8 DICH REDA1 V/SURCAP MARKED �I 'VALENTINE i y PLS 18741' FD. 1/2 INCH REBAR V0 SURCAP NARKED 'ADns1S PLS 18741' DEED 47604220283 DEED 46151058 AND DEED 18208110112 CD. RE -STEEL PI') AS PER SPOKANE COUNTY CORNER RECORD 04337 FOR W 1/4 CORNER N E R/S N85'35'03'4 �l)+100' 024) N 85.34'07, V 300,10' (M) 200.02' (H) ,nm N 03'25'19' E ?WO' ,R3) J INDIANA FD, 1/2 INCH REBAR V/SURCAP MAPKED 'V'E1BORN PLS 15043' BALDVIN AUGUSTA' En SF BRASS CAP AS DER CG)NT: CORNER. RECORD 42455 :EST CR3 N 89'23 24' 300.i3(8) N 89.59' 1' V 370.00' (P.2) APPROX 81'4 S 80.41'21' E =56.19' (T N 89'32'I9' E 2571.49' (M) S 89'32'31' V 2571.48' (RI) 4) D. 4 INCH X 4 INC71 CONC. POST NJ/BRASS CAP MARKED E.P. _--LED. 5/8 I13CI1 REBAR V/SURCAP MARKED 'VALENTINE' PLS 18741' D. 5/8 INCH REBAR W/BURRRCAP MARKED 'VALENTINE PLS 18741' FD. 1/2 INCH I,P. -----GARAGE ENCHROACHMENT 1.1' LOY 5 ED. 1/2 INCH 013' - FD. 1/2 INCH REBAR V/SURCAP MARKED 'WELBORN PLS 15043' 1. R/S *8109180257 S 83'5911' E 379.00' (R2) 9 FD. 1/2 INCH REBAR V/SURCAP MARKED 'WFLBOR11 PLS 15043' SWI /4--5W1 /4 116.5 ACRES LOT' 6 \-ED, 4 INCH X 4 INCH CONC. POST W/BRASS CAP MARKED I.E.P. FENCE ENCROACHMENT-� FENCE ENCROACHMENT 9.9' �-�--� I-- 16.1' N 89'48'00' E 640.40' W1 /2-5E1/4-SWI/4 FENCE EN^HROAC) ,ENT 12,6' S 89.48'01' V 648.40' (RI> 5/8' REBAR V/ 2' ALUMINUM CAP MARKED AS SOUTH 1/16 CENTER SECTION 8. DEED 1740322A S 99'55'44' E jLJ51T�f R'SSIRTIEICATE FILED,F:OR,RECORD THIS DAY OF D, g Si 3 AT ...�_ M. IN- BOOK OF `�k; AT PAGE % . AT THEREQUESTOF ( E 1 DEPUTY i ED. 4 INCH X 4 INCH CONC. POST W/BRASS CAP MARKED CEP. FD. 4 INCH X 4 INCH CONC. POST V/DRABS CAP MARKED I.E.F. ON NORTH SIDE OF THIS PC:49 (SEE DETAIL 'B' AT R1GHT)- FD. 1/2 INCH REBAR ViSURCAP MARKED ABC INC. 7317/13315 AS INDICATED ON INSTRUMENT 8 8205030155 FOR CENTER 1/4 CORNER SECTION 8. r A 4'X4' CONC. POST V/BRASS CAP HARKED S.E.P. SURVEYOR'S NOTES THE RECORD INFORMATION ON THIS NAP VAS TAKEN FROM 5PCIKANE COUNTY RECORDS AS FOLLOVS RECORD LABEL BOOKS OF SURVEYS (RI) BOOK 27, PAGE 42 (R2) 800K 25, PAGE 83 (R3) BOOK 9, PAGE 79 034) BOOK 50, PAGE 27 AND SPOKANE COUNTY CORNER RECORDS 04337 B2455 02454 BASIS OF BEARINGS THE BASIS OF BEARING FOR TINS NAP IS THE VEST LINE OF THE S'V 1/4 Of' SECTION 8 TAKEN AS S 00'35'03' E, TAKEN FROM R.O.S. FILED AT BOOK 27, PAGE 42, 0T SURVEYS, SPOKANE COUNTY WASHINGTON. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED US1NG A PENTAX PXIOD 1C SECOND THEODOLITE WITH ON BOARD ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS 'WERE USED IN ACCORDANCE WITH VAC 332-13G-90 SECTION 'C'. LEGEND i SET 5/8 INCH REBAR V/ RED CAP RLS 022121. QP AS NOTED E7 FD. MONUMENT AS DESCRIBED OR+ OR>o+ ED. CONTROLLING SECTION CORNER DR 1/4 CORNER A5 DESCRIBED o CALCULATED POINT - NOTHING SET GRAPHIC SCALE 100 400 400 !00 ( IN FEET ) 1 Inch - 200 ft SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE: WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE R.EOUEST 0 1N �f t9 FD. SPOKANE COUNTY 7 BRASS CAP VITH X ON CENTERLINE OF MISSION AVENUE AS INDICATED 071 SPOKANE COUNTY CORNER RECORD 8 02454 FOR S I/4 CORNER S 89'56'44' E 2n15,78' IM3M4 beex,nAwO North Idaho Engineering 4200 West $oltlee Way Coeur d'Alene, Idaho 83814 Phon., (20e) 687-1171 F'wr, (20e) 284-e007