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24849 PE-1414I ~ s I I i OFFICE OF THE COUNTY ENGINEER ' SPOK.ANE COUNTY, WASHINGTON , TO: Jeff Forry, Department of Buildings FROM: Bill Hemmings ~ , DATE: Monday, January 31, 2000 SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991) Attached are the individual lot plans for each lot containing a swale in RIVERWALK lOTH ADD, plat # PE-1414I. Please give the appropriate 1ot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can - issue the approach permit. Also attached are the letter of credit and savings assignment forms. ' i i I I i I T 1 , RIGHT OF WAY TYPE 'R' CURB ~ ;r; ' _ ~ l \ ~ l ~ ~ \ ~ / v ~ ~ \ i / .•PG / / . ~ ~ / , ~ ~,0 / \ ~ ' ~ ~~4 h ~ ~ - . p~j p,5 ~ , ~ ~ ~ 6 / 1 i ~ ^ i~ ~ ~ . - . ~ N ' . ' ~ w / , / U ^ t. . ' e. ~ ~ ~ J / i~ , STA=21+24.40, RT. \ ' ~ ~ 4 TYPE 1 CURB INLET - PROPERTY UN A I BO D RY PER SPOKANE COUNTY STANDARD PLAN B-8 _ 20)q_ ~ , TOC ELEV.- 2019.05 ~ i 5 \ ✓ ~o \ \ . 0 0 ~ . . G~ ~ ~.o. STA=21+00.00 21.50~ RT. ~ ~ ~ ~ ~ „ ? s INSTALL TYPE A DRYYVELL s ~ s~. ~ o. ~ ~ WITH TYPE 4 M ~ ~ ETAL FRAME Q -9 - C:; & GRATE PER SPOK ORAINAGE EASEMENT ~ ANE COUNTY \ , „ . TAN P - . ALE - 1= 2 S DARD LAN B 1a \ SC - 1 2 0' ~ RIM ELEV.=2018.21 . \ ' , 4~ ~ 5 . • ~ , ~ BOUNDARY OF FLAT , , y. _J ~ I . W wA y~ ~ N POND F ~.a R LEVEL POND BOTTOM , , o. ~ / . ~ E qs 'o .5 0 0 ~ Syk, FINISHED POND BOTTOM ELEV. = 2017.71 AREA .,l\ti , , 89• 0~ ti MIN. BERM ELEV. = 2419.25 ~ O e ti ~ . ~ / ~ ~s~,. y~, •'•9~ ~ \ . , ~ ' ~ ~ ~1~ , RIGHT OF WAY , y~ ~ , r ' \ ~ ~ i " ~ O 254 2 ~v 4 2 BUILDER TO ADD IRRIGATION • ' ~F ~ ~ F ~►sT~~ ~ STE s ~ AND TURF GRASS TO POND. „ S ~ / TYPE R CURB PLAT BOUNDARY 4NAt IAL EXPIRES 9 24 ~24/W ~ ~ ~ ~ ~ , ~ ~ , * i ~ ; i i ; 707 West 7th ~ Suite 200 509 458-6840 S okane, WA 99204 FAX: 509 - 99176: - - - P 458 6844 LOT PLN.DWG DATE. 10 27 99 - 27- 99 f 1 EASEMENT OR R.O.W. I DRAINAGE EASE~IENT AS SPECIFlED ON PLAN -t - MIN. BERM ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I I FLOWLINE 0 ~ CURB INLET ~ ~ 2' SOD ON TOPSOIL, S4D ~ ROLLED ~ INSTALLED CONCURRENT W1TH . CURB & I 2 DEPRESSION- GUTTER - OCCUPANCY OF ADJACENT HOU ~ NORMAL GUTTER LINE ~ ~ ~ 3:1 (TYP) , ~ , .5 3:1 (TYP} ~ ~ , , CONCRETE APRON 4' TNICK P.C.C. GRAOEO POND BOTTOIrI 12' e BELOW NORh~AL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADED PONO BOTTOM SECTIONAL VIEW , ~ EASE~IENT Nor ro scru~ OR R.O.W. VT w. 1~ NT AS SPECIFIED ON PLAN ~ ORAINAGE EASE E _ ~ MIN. BERM ELEV.= GUTTER FINISH GRAOE ELEV. + 1.2~ OR ~ FLOWUN - GUTTER FLOWLINE ~ INLET FLOWLINE ELEV. + 0.5' ( CURB I~ • • ~ CURB iNl C 1 NO . WARNING. V4HICHEVER IS GREATEST , I ROLLED ROLLED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS 2 SOD ON TOPSOIL, soo cuRa & A POND BOTTO~I MATERIAL. INSTALLED CONCURRENT WITH 2" DEPRESSIOtJ- I GUTTER AND TURF GRASS TO POND. CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE 3 MAX. _ ~ ~ NORMAL GUTTER LINE . ~ . ' 3:1 Tl'P . ' GRATE ELEVATION .33 MIN. ~ ) ; . • ~ ~ . .5 INAG 3~ 1 CONCRETE APR( RA E Mqx ~ INCRETE APRON STRUCTURE 4 THICK P.C.C. THICK P.C.C. . N~ w . . u • 2 MIN. TOPSOIL ON ~ ~ ~ ' • ~ j . " . . . i. PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN F k THE NATIVE SOIL AND THE WASHEQ ORAIN ROCK AND BETYYEEN G R A D E O P O N D B O T T~ M . . • . _ 0 ~ . ~ ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. g"-, ~ GRADEO POND BOTT~M 1 , : . BELOW NORMAL GUTTEf~'~LOWLINE ~ ~ 4 ~ SECTIONAL VIEW ; . / . ~ ~ . - . , .A ! I , . . •`r ,i . - • 1 • . lr►:~. ~ , ` - J , 157~Y''~ NOT TO SCALE ' , _ ; • ~ { Slp NAI. . • • EXPIRES 9/24/ ~ ~ ~ , ~ > > ; e ~ ~ ~ , , , ' . • . . . - ~ ~ ♦ " ~ ,~4: ; .i,.. , ~ ~ . , ~ ' .~~i ~ ' . ' . ~ . ' ~ . . • . 707 West 7th • Suite 200 509 458-6840 . , . - - • 10-27-99 ane WA 99204 99176. DATE. s ok . 5 458 44 LOT PLN.DWG p , FAX 09 68 27-99 ~ , . : , _ _ , t ~ TYPE 'R' CURB BOUNDARY OF FLAT, ~ LEVEL POND BOTTOM AREA ---RIGHT OF WAY STA=55+18.00, RT. ~ 4' TYPE 2 CURB INLET ~ ~ r PER SPOKANE COUNTY STANDARD ~ r PLAN B-9 TOC ELEV.=2017.79 ; ~ -x ~ ~ , ~ I ~ ~ i ~ ~,~i , ~ 4 ~AS~/ ~ ~P . ~ N ~ , y~0 F. / ' p,G ~ ~ f 6 ~ , ~ ~ ~ i i / ~,o yh i r A ~ ~ ~ . ~ ~ ~ t ~ ~ , ~ ~ , P , ~ ~ o ~ s:. r ~ / ' 5~ ~ o i . ~ f ~ i ~ , ~ ~ r ~ ) ~ r. , ~ r 4, / ti. ~i ~ ~g , ~ ~ ~ ,'tih 5 DRAINAGE EASEMEN . ~ 5 i i ~ ~ i ~ i . , ~ ~ ~ ~ ~y4 5 ~ ~ s, i ~ ~ ,i ! ~ i ~ c{ , ~ PROPERTY, OUNDARY r ~ ~ 1 ~ ~ ! - » ~ ~ SCA 1 = 2 LE , , ~ ~ , r - 1 20' o~ r i o. ~ ~ ~ PLAT BOUNDARY ~ ,W w , POND E ~ h+ R , / _ , qs A VAS A _ 4 0 FINISHED POND BOTTOM ELEV. 2016.39 i O~ MIN. BERM ELEV. = 2017.99 O~ ~ ~ ~ . , ~o ~ 0 : ~ ~ O 25462 ~ BUILDER TO ADD IRRIGATION ~ 9F ~ ~ F ~~siE~ ~ 462 ►TE ~ f ~ AND TURF GRASS TO POND. , s ~ / • 0 AL N Al. , EXPIRES 9 24 f24~ft ~ , , ~ , , I ~ ~ ~'I ~ ~ I . 707 West 7th ~ Suite 200 509 458-6840 I s okane, WA 99204 FaX: 509 45 - 99176: LOT-P N IN - 7-99 8 6844 L. D G ATE. 10 2 -27-99 p D „ ~ EASE~ENT OR R.O.W. I DRAINAGE EASEMENT AS SPECIFlED ON PLAN - MIN. BERM ELEV.= ~ , ~ TOP OF CURB ELEV.+4.2 GUTTER ~ ~ FL4WLINE 0 ~ CURB INLET ~ I 2" SOD ON TOPSOlL, S00 ~ ROLLEO ~ INSTALLEO CONCURRENT WIiH . CURB dc I 2 DEPRESSION- GUTTER OCCUPANCY QF ADJACENT HOU ~`y=~!• ~ NORMAL GUTTER LJNE ~ ~ ~ 3:1 (TYP) , 1 ~ , : .5 3:1 TYP ` ~I ) i ✓ CONCRETE APRON 4' THICK P.C.C, GRADED PONO BOTTOi~ 12' . BELOW NORMAL GUTTER FLOWLINE 2~I~N. TOPSOIL ON GRADED POND 80TTOM SEC110NAL VIEW ~ ~ EASEI~ENT NOT TO SCALE OR R.O.W. NT W. P CIFl PLAN ~ DRAINAGE EASEMENT AS S E EO ON ~ MIN. BERM ELEV.= ~~R FINISH GRADE ELEV. + 1.2' OR ~ FLOWUN GUTTER FLOWUNE 0 ~ INLET FLOWLINE ELEV. + 0.5' CURB I~ . . ~ CURB INLET , ~ WARNING. WHICHEVER IS GREATEST ~ ( ROLLEO BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS ~ 2 SOD ON TOPSOIL, soo CURB & OND. A POND BOTT01~ MATERIAL. INSTALLEO CONCURRENT WITH 2" DEPRESSION- ( GUTTER AND TURF GRASS TO P CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE ~ 3 MAX. _ ~ A ROLLED i ~ NORMAL GUTTER LINE ~ ~ , ' 3:1 Tl'P ~ . GRATE ELEVATION .33 MIN. ~ ) l~ .5' 3:1 CONCRETE APR( RAINA6E MAX. » )NCRETE APRON STRUCTURE 4 THIq( P.C.C. TNICK P.C.C. ~ N..~ . ~ I PROVIOE FILTER FABRIC AMOCO 4545 OR EQUAL BETYVEEN 2 MIN. TOPSOIL ON { ~ D BOTTOM ~ ~l THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN GRADED P4N Q t~, ~ THE WASHED DRAIN ROCK AN~ THE DRYWELL BARREL. GRADED POND BOTTOM 16" l~~ _ BELOW NORMAL GUTTER FLOWLINE . ~ ~ SECTIONAL VIEW ~ ~ / . ~ ~ 1~ . r. ~ . ~ ~ r~ ~ . ~ , ~ NOT TO SCAIE Sf ONAi. . . mt ~ Ez~iRES 9/~a~ ~ ~ ~ > > ~ ~ , : , . y ~ ~ ; I , - 707 West 7th • Suite 200 509 458-6840 _ - - 7-99 9204 DATE. 10 2 S okane WA 9 FAX: 09 4 99176. LOT PLN.DWG p , 5 58 6844 27-99 , _ , r ~ STA 54+85.00 TO 55+05.00 6" THiCK HEAVY DUTY , STA=54+93,00 28.5 RT. SIDEWALK SECTION ~ „ INSTALL TYPE B DRYWELL WITH TYPE 4 METAL FRAME & GRATE PER SPOKANE COUNTY BOUNDARY OF FLAT, STANDARD PLAN B-ia LEVEL POND BOTT01~ RIM ELEV.=2016.89 AREA 55 - _ - TYPE ~R' CURB , VERWALK E RI RIGHT OF WAY ~ , , I ' , , ► ~ ~ - - i ~ ~ E , . ~6 I ~ ~ ~ I ' I 20' I v 16 SlDEWALK dc 3 ~ ~ (y~ UTILITY EASEMENT~ _ _ _ _ ~ , - - T r -r ~ . - i.~ ! Z ~ ~ ' ~ r~ 20 ~ , ~ ' 9 ~ . . - - / ~ ~ " _ -~-I 5' , 5 ~ ~ ^ _ ' ~ ~ 2a ~ 1 ~ - _ • ~ ~ ~ I 5 5 4 - - ; - Q , ~ 35 ~ ~ 25 ~ ~ ~ ~ ~ . ~ I . BOUNDARY OF FLAT, r : LEVEL POND BOTTOM I Q: AREA I y ~ r o ~ 5~ DRAINAGE EASEI~ENT ~ ~ N: h ~ tp I . ^ ~ 11 ~ ~ ~ ~ - 1 =20 . SCALE / r TYPE R CURB ~ , 1 2 0' / ~ • 1 RIGHT OF WAY ~ ~ ~ • ~ ~ / . w ~ y wy,1 . R~ ~,W/ / ~ ~ wqg A o~ 0 w As POND E ~ ~ o ti - o ti FINISHED POND BOTTO~I ELEV. = 2016.39 / , PROPERTY BOUNDARY ~ ~ MIN. BERM ELEV. = 2017,99 . (TYP) Cn ~ ~ ~ ~r~ \ ~ ~ a ~i \ ~ \ I ~ ' ~ 9 2 0 ~ 54 ~ 546 ~ F ~ C ~ • ~ F 1 StE NOTE. - 20 ~ t S j . 2p ~ S - ~1 , / S / 0 ~ BUILDER TO ADD IRRIGATION NA NAI. )/24LO ~ AND TURF GRASS TO POND. / . . 108.67' ~ , EXPIRES 9 24 ~ ~ , , ~ , , , . . ` I ; . ~ ~ , i , , , , . ~ } M , ` ;I ' ~ ~ ~ : ` ; ; { ~ . ~ . 707 West 7th • Suite 200 509 458-6840 - - ~ : 10-27-99 k e WA 99204 917 . DATE S o an FAX. 509 458 6 9 6 LOT PLN.DWG p , 844 -27-99 , - - ~ _ ~ J f ~ EASE~ENT OR R.O.W. , DRAtNAGE EASEMENT AS SPECIFlED ON PLAN - MIIN. BERi~ ELEV.= ~ ~ ~ TOP OF CURB ELEV.+0.2 GUTTER I ~ FLOWLINE 0 i I CURB INLET I 2" SOD ON TOPSOIL, SOD ~ ROLLED ~ INSTALLED CONCURRENT IMTH . CURB & I 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOUSE ~ NORMAL GUTTER LINE r ~ ~ ~ , . 3. ( } ~ ~1 , } .5 3:1 TYP ~ ) ~ . I CONCRETE APRON 4' THICK P.C.C. GRADED POND BOTTOM 12" . BELOW NORMAL GUTTER FLOWUNE 2 MIN. TOPSOIL ON GRADED POND BOTTOM SECTIONAL VIEW , ~ EASEMENT NOT TO SCALE OR R.O,W. NT W. A NT AS CIFlED ON PLAN ~ ORAINAGE E SEME SPE ~ MIIN. BERM ELEV.= ~ GUTTER FINISH GRADE ELEV. + 1.2' OR ~ FLOWLIN - GUTTER FLOWLINE O ~ INLET FL044LINE ELEV. + 4.5' I CURB • • I CURB INLET N TE. WARNING. YsMICH£VER IS GREATEST ' , ( ROLLED ROLLED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS r 2 soo oN ro~sai~, soa cuRe ~ T POND. A PONQ BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2` DEPRESSION- ( GUTTER AND TURF GRASS 0 CUR6 & GU TTER OCCUPANCY OF AOJACENT HOUSE 3 MAX. _ ~ ~ NORMAL GUTTER LINE . i ~ ' 3:1 TYP GRATE ELEVATION .33 MIN. ~ ) ~ , . .5' RAI 3: ~ CONCRETE APRI NA6E MAX ~ )NCRETE APRUN STRUCTURE 4 THICK P.C.C, THICK P.C.C. . ~ NOTE, , ~ I . . . PROVIDE FILTER FABRIC AI~OCO 4545 OR EQUAL BETWEEN 2 MIN, TOPSOIL ON { ~ 1J TT • ~ . . F k NATI OIL ANO THE WASHED DRAIN ROCK AND BETWEEN GRAOED PO D BO OM ~ ~ t THE VE S ' , n • . l~, ~ THE WASHED DRAIN ROCK AND THE DRYYMELL BARREL GRADED POND 80TTOM 16 ~ BELOW NORMAL GUTTER FLOWL►NE . ~ ' , x , , ~ SECTIONAL VIEW , / ~ . . . • . _ , . ~ ~ ::w , z~:. . . ; ~ . . ~ ' . S'TER NOT TO SCALE , Sf - : ~ - ~NAL EXPIRES 9 a ~ ~ /2 / . ~ f ~ . ~ ~ ~ . ' - , , ~ ~ , ~ . ~ ' ~ . ~ ~ . • ' S09 458- 707 West 7th Suite 200 6840 _ - 1~0~27=~99 n 04 DATE. s oka e WA 992 F X: 5 99176. LOT PLN.DWG p , A 09 458 6844 27`='9-9 ~ , ~ ~ POND H FINISHED PQND BOTTOM ELEV. = 2020.62 MIN. BERM ELEV. = 2021.66 NOTE: BUILDER TO ADD IRRIGATION AND TURF GRASS TO POND. ~ ~ PROPERTY BOUNDARY c~ ~ o~' 1 TYPE R CURB ~ PLAT BOUNDARY I . i . ~ z~ W ;y W` •U N :Q Q~ :r w ,W , - ~ ' - - 2 ~ - ~21 J 'O ~ :N ~ F " n ~ ~ ~ i~ ~a I _ o o . M co ~ ~ , n ~ STA=12+80.00, RT. I ~ . ' E 1 URB IN . ~ 4 TYP C LET F T BOUNDARY 0 FLA , „ r PER SPOKANE COUNTY STANDARD I . - - , ~ SCALE 1 - ~ . LEVEL POND BOTTO~I PLAN B-8 - 1 "=20' A _ r-~__~- , ARE TOC ELEV.-2021.46 5 ~ W ~ > , Z • 5 DRAINAGE EASEMENT Q ~ PROPERTY BOUNDARY ~ . ~ . W. ~ . o . : w.~ ~ u~ 1N . / 4.. i . W A S. A ~ 0 ~~n ~ , ~ _ WAS % A ` 5' 109.65 _ ~ ~ I W`l ~ Y O ti ► . p r , ~ . ~ ~ Q , . I ~ r ~ ~o , 4' ~N < ~ ~ ~ . ~ r' D 254 2 4 >54 2 p ~ J ~ , ~ ~F ~ ~ ~ ~ ~ , F sT~~ ~ _ , s c~ ! S T O' RIGHT OF WAY , S ~ ► . / 5 4NAl 'NAL _ _ ---1 -20~ , 924j EXPIRES 9/24/j= ~ ~ d , . ~ • ~'1 . „ ~ • . ..ti: ~ . 1 ij ~ ~ ' { . _ . . . . ~ w ~ ~ . , Y ~ . • ~ : 1 ; . ~ . ~ 707 West 7th • Suite 200 509 458-6840 ~ ~ ~ . s okane WA 99204 FAx: 50~ - 99176: T- T: 10- 7-99 , 458 6 44 LO PLN.DWG D E 2 - 27- 99 P 8 , _ , r • EASE~ENT OR R,O.W. ' DRAINAGE EASEMENT AS SPECIFIED ON PLAN ~IIN. BERI~ ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I ( FLOWUNE 0 ~ CURB INLET ~ I 2' SOD ON TOPSOIt, SOD 1 ROLLED 1 INSTALLED CONCURRENT WITH . CURB dc I 2 DEPRESSION- GUTTER OCCUPANCY 4F ADJACENT HOU +w-~.~ ~ NORMAL GUTTER LINE ~ ~ ~ 3:1 (TYP) ~ • ~ ; .5' , 3:1 (TYP) ~ . CONCRETE APRON 4" iNICK P.C.C. GRADED POND BOTTOM 12" . BELOW NOR~IAL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADED POND BOTTOM SECTIONAL VIEW ~ ~ EASEMENT NOT TO SCALE OR R.O.W. NT . W. RAINA ASEMENT AS SPECiFlED ON PLAN I D GE E _ ~ MIN. BER~A ELEV.= GUTTER FINISH GRADE ELEV. + 1.2' OR I FLOWIJ~ GUTTER FLOWLJNE 0 ~ INLET FLOYIrLINE ELEV. + 0.5' CURB IP • . ~ CURB INLET r NOTE. WARNING. WHICHEVER IS GREATEST ' ~ I ROLLED ROLLED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS 2 soo oN raQSOi~, so~ CURB 8 T ND. A POND BOTTOM MATERIAL. INSTALLEO CONCURRENT WITH 2" DEPRESSION- I GUTTER AND TURF GRA5S 0 PO U B & TE R OCCUPANCY OF ADJACENT HOUSE „ 3 MAX. _ ~ ~ NORMAL GUTTER LINE ~ , ' 3:1 Tl'P GRATE ELEVATION .33 MIN. ~ ) . • ~ .5 R I 3: ~ CONCRETE APRi A NAGE MqX » )NCRETE APRON STRUCTURE 4 THICK P.C.C, ' THICK P.C.C. . ~ NOT~ M . I PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) , F kI THE NATIVE SOIL AND THE WASHED ORAIN ROCK ANO BETWEEN GRADED POND BOTTOM ~ . . ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL GRADED POND BOTTOM 16" T FLOWLINE ~ ~ , BELOW NORMAL GU TER ~ . SECTIONAL VIEW . . . . _ , / , . . , - , ~ ~ ~ . ~ . . . . 'h _ Zrl..Jc . , ' S'1ER~ NOT TO SCALE - ~ ' ~ 4 . : , , . Sj~ . ~ : NqL . , . , , EXP{RE 4 . , ~ . S 9/2 / ; ~ . , ~ , - ~ ) ~ ! i . . , , . ~ ~ : ! ~ ~ - ~ R ? , , ~ ~ r . ti . ~ , ~ :t-'-~+ ~ ~ . ~ . - ~ ,~t ~ ' 509 458-6 707 West 7th Suite 200 840 - - ~ ATE: 10-27-99 okane wA 99204 99176. W D S FAX. 5 4 LOT PLN.D G p , 09 58 6844 27-99 ~ ~ ~ , M_. _?Q..---- ~ ~ 2021- ~ 5 ~ i i' ~ ~ ~ ~ ~ ~ PROPERTY 60UNDARY ~ q' N ~ l~J ~n I I ~ ~ , I ~ Z ~ ~ ~ ~5 Q 109.65~ J ~ I I ~ ~ ~ r ~ 4' ~ ~N , ~ . ~ ~ - , i 5 DRAINAGE EASE~IENJ~ Q • 5 t~ ~ ~ STA=12+80.00, RT. ~t. _ 2~ ~ ~ : i PLAT BOUNDARY 4 TYPE 1 CURB INLET C~ 5 , - ~ PER SPOKANE COUNTY STANDARD 20 - PLAN B-8 I _ TOC ELEV.=2021.46 I v BOUNDARY OF FLAT , ~ ; LEVEL POND BOTTOM ' ~ , ' ; AREA o 'b ~ ~ . ~ , , . z W ~x ~ _ -J W ' U N :Q _ I m r ~ ~ Q : i_ TYPE R CURB W .W ~ • cn ~ : o J ~ N !f r RIGHT OF WAY F SCALE - 1=~ PROPERTY BOUNDARY - 1 20' b~ ~ ~ . ~ . 109.65' _ ~ • . W W yI ~ R~ H POND H / . - 0 a SM~ As FINISHED POND BOTTOM ELEV. = 2020.62 ~ ' p ; - O MIN. BERM ELEV. - 2021.66 r s { I . ~ ' 4 . ~ O~ 9 25462 p BUILDER TO ADD IRRIGATION F F ~~STER \ 5462 ST~ ,S' C~ AND TURF GRASS TO POND. ~ s ~ • / ~NAI NAL EXPIRES 9 24 /24/ d7lm I ~ F. ~ : , ~ ~ ~ . ` ' `S 4i ~ ~S'.~ . I ,1 _ ~ i , . . ~ ~ ~ . ' . ~ . ' " ~ . ; ~ _ ~ ~+.~~t ~ 't . ~ I ~ . 7 7 • uite 200 509 458- ~ 0 West 7th S fi840 S okane, WA 99204 FAX: 509 458- 99176: LO -P 6844 T LN , D WG p ATE. 10 27 99 D 27-99 EASEMENT OR R.O.W. ~ DRAINAGE EASEI~ENT AS SPEGFIEO ON PLAN -r - MIN. BERM ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I I FLOVYLINE 0 ~ I CURB INLET I 2` SOD ON TOPSOIL, SOD ROLLED ~ INSTALLED CONCURRENT WITH . CURB k ~ 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOU ~ N RI~AL GUTTER LINE r~~ 0 3:1 (TYP) ~ . .5 3:1 (TYP) ~ CONCRETE APRON 4" THICK P.C.C. GRADED PdND BOTTOId 12" . BELOW NOR~AAL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADED POND BOTTQM SECTIONAL VIEW ~ , EASEI~ENT NOT TO SCALE o~ R.o.w. NT W. RAINAG ASEMENT AS SPECIFlED ON PLAN ~ ~ D EE ~ MIN. BER~I ELEV.= GUTTER FINISH GRADE ELEV. + 1.2~ OR ~ FLOWLIN GUTTER FLOWLINE 0 ~ INLET FLOWUNE ELEV. + 0.5' CURB I~ T~ • . ~ CURB INLL 1 ~ NC~~G. WARNING. WHICHEVER IS GREAIEST ' ~ I ROLLEO RO~LED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS ~ 2 SOD ON TOPSOiI, so~ cuRe a T P ND. A POND BOTTOM MATERIAL, INSTALLED CONCURRENT 1MTH 2" DEPRESSION- I GUTTER ANQ TURF GRASS 0 0 CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE ~ 3 MAX. _ ~ NORMAL GUTTER IJNE i • ~ , ' 3:1 TYP • . GRATE ELEVATION .33 MIN. ( ) ; • , ~ .5 3; ~ CONCRETE APR( RAINAGE MAX. ~ )NCRETE APRON STRUCTURE 4 THICK P.C.C. 7HICK P.C.C. . ~ ~ ~ NOTEs » . . W • I _ . , PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL BEIWEEN 2 MIN. TOPSOIL ON ~ ~ , , . F kl THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETYVEEN GRADED POND BOTTOM ~ . ~ ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. GRADED PONO BOTT0~1 16" ~ ' . - i F OWLINE ~ , 4 BELOW NORMAL GUTTER L x SECTIONAt VIEW . ~ . 'd. / . . , ~ , . . 1~,:. , ~r Sf~Y''~ NOT TO SCALE SJ ONqI, EXPIRES 9/24/ ~ : f . , , ~ r E r ~ ~ ~ . , > > ~ • ~ . - . . ~ , 4 , ~ e ~ • r r ~ , ~ . • , , ; , ~ . , • ~ ~ ~ ~ . ; ~ ' i , . • 4 _ . 707 West 7th Suite 200 509 58 6840 - - ATE: 10-27-99 kane WA 99204 99176. LOT P 1NG D S o FAX. 5 4 LN . D p , 09 58 6844 27-99 , - - - _ , , . ~ 1 PROPERTY BOUNDARY TYPE 'R' CURB ~ ~ ~os.ss I - I f N _ i , I /i L~ RIGNT OF WAY ~ 'Y I I ;U ' ~ ~a PLAT BOUNDARY - Z~ - W .w ~ ~ • WI 20 , N ;b 23-~~, Q WI .N STA=11+40.00, RT. , ' ~ BOUNDARY OF FLAT E 1 CURB INLET ~ • ► . 4 TYP , ~ . LEVEL PONO BOTTOM , - " ° PER SPOKANE COUNTY STANDAR r D o _ ^ a AREA - PLAN B 8 ~ . o TOC ELEV.=2023.70 ~ ~ ~ - ' J i I / i 1 i 20 , W ~ 1 ' 5 Z , . ' PROPERTY BOUNDARY Q . 2 _ t~ , t. 024 - _ r- ~N ~ ` I . : ~ 5 DRAINAGE EASEMENT J. 4•- u~ 0 1 ir) ~ Q ~ 1 aJ.65' ~ • I~ 5 R- ~ ~ SCALE - 1 = c~ , - 1 20' i ~ ~ ~ - 4' ~ ~ I . . , 5~ ~ . . 11' I w ~ POND I , I ~ 5 _ F qS A W ~ t A S ____J 0 p ~ FINISHED POND BOTTOM ELEV. = 2022.86 , , p ~ti _ 20 ~ ~ ~ ~y MIN. BERM ELEV. - 2023.90 ; ~ , , ~ . c ~ W D~, ~ 254 p BUILDER TO ADD IRRIGATION _ F ~ t~ ~~S1E~ \ 254 '1 STE s ~ AND TURF GRASS TO POND. ~ S / ~NAL ~ )NAL EXPIRES 9 24 9/24LM) I , . r . ~ . : 1 . . a ' i ~ • .~d ~ . ~ ~ . ~ . ~ ' . . , ~ r . f ~ . . . 707 West 7th • Suite 200 509 458-6840 .27- 99 S okane, WA 99204 FAX: 509 45s- 99176: LOT-PLN. - - P 6844 ~ g DATE. 10 27 9 , , , . EASEMENT OR R.O.W. ~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN MIN. BERMI ELEV.= fi , ~ TOP OF CURB ELEV.+0.2 GUTTER I I FLOWI.INE 0 ~ I CURB INLET ~ 2' S00 ON TOPSOIL, SOD ' ROLLED ~ INSTALLED CONCURRENT WI1H CURB dc ` I 2' DEPRESSION- GUTTER OCCUPANCY OF AOJACENT HOU +.~r ~ N R~IAL GUTIER L1NE ~ 0 ~ 3:1 (TYP) ~ ~ ~ ~ ' , .5 3:1 (TYP) ~ CONCRETE APRON 4" THICK P.C.C. GRADED PaND BOTTOM 12" ~ BELOW NORMAL GUTIER fL4WLINE 2 MIN. TOPSOIL ON GRADED P4ND BOTTOM SECTIONAL VIEW ~ ~ EASEMENT NOT TO SCALE OR R.O.W. VT w. RAINAGE EA EMIENT AS SPECIFlEO ON PLAN I D S _ ~ MIN. BERM ELEV.= GUTTER FINISH GRADE ELEV. + 1.2' OR ~ FLOY~I.IN GUTTER FLOWUNE O ~ INLET FLOWUNE ELEV. + 0.5' CURB IN . . ~ CUR6 INLET ~ N TE. WARNING. WHICHEVER IS GREATEST ' ~ ( ROLLED ROLLED ILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS ~ 2 SOD ON TOPSOIL, soo URB dc BU , C A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- ( GUTTER AND TURF GRASS TO POND. CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE , ~ 3 MAX. _ ~ ~ NORI~AL GUTTER LINE i ' 3:1 TYP GRATE ELEVATION .33 MIN. ( ) ~ ~ ~ ' .5 RAINAG 3;1 CONCRETE APR( 1NCRETE APRON E ~AX. M STRUCTURE 4 THIq( P.C.C. THICK P.C.C. . ~ N 0~~ ~ ~ ~ PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL1 BETYVEEN 2 MIN. TOPSOIL ON ~ / M, 'ti:V F THE NATIVE SOIL ANO THE WASHED DRAIN ROCK AND BETWEEN GRAQED POND BOTTOM ~ f ~r ~ THE WASHED DRAIN ROCK AND THE ORYWELL BARREL. GRADED PONO BOTT01~ 16„ ~ ~ I~~ ~ ' Y , ' BEL4W NORMAL GUTTER FLOWUNE , „ x ~ SEC110NAL VIEW : _ / . . ; . . . ~ ~ , z~:. SiERY''~ NOT TO SCALE : SJO , . . NAL • . EXPIRES 9 24 / / ~ ~ , . > > . ~ . ~ T ~ . ~ . 707 West 7th • Suite 200 509 458-6840 - - : 10-27-99 ne WA 99204 9 176. LOT DATE s oko 9 PLN.DWG p , FAX. 509 458 6844 27-99 . , ~ 1 1 ♦ i 201 , W . Z 5~ ~ . Q . ~,.-t 2 J t i,, E_ 02~ . o ' ~ cv - ' . P PERTY BOUNDARY - RO ~ ~ ~ 4' - ~ 0 ~ Q ( r I _ I i ~ - ~ ~ ~ ~ ~o~.ss C~ I ~n ~ ~ t- • ~ o ~ 4~ I • N = 5 ~ ~ y~t , ~ BOUNDARY OF FLAT, ~ I LEVEL POND BOTTO~I 20 5 25 - _ _ ~ _ - aREA _ 20 PLAT BOUNDARY ( STA=11+40.00, RT. ~ ~ , , ~ . , 4 TYPE 1 CURB INLET 5 DRAINAGE EASEMENT o PER SPOKANE COUNTY STANDARd ( ~ PLAN 6-8 ~ TOC ELEV.=2023.70 ° ~ , . :Y ZI •U W ;Q W N .W r ~ W` •V1 TYPE R CURB ~ r " ~ I :N - - i ~ SCALE 1 - 1 20' ~ F) . i PROPERTY BOUNDARY RIGHT OF WAY ~ ~ o . . r) . ~ 109.65 , ~ ~ ~ ~ N R POND I / ; _ W~g A O H ~ w ~ wASH FINISHED POND BOTTOM ELEV. = 2022.86 - O,~ N ti MIN. BERM ELEV. = 2023.90 ~ , . . ~ . O~ q 2546 0 : BUILDER TO ADD IRRIGATION - FC~ R~ ~ F st~ 2546 G1 STER S POND. S ~ AND TURF GRASS TO / 0 AL N ONAL EXPIRES 9 24 9/24/,M ~ , _ . , ~ , . % ; , , ♦ ~ ~ , 707 West 7th • Suite 2~0 509 458-6840 S okane, WA 99204 FAX: 509 4- 99176: LOT-P .27-99 P 58 6844 LN . D WG DATE. 10 27 99 , , EASEMENT oR R.O. w. I DRAINAGE EASEMENT AS SPECIFIED ON PLAN MIIN. BERM ELEV.= , ~ TOP OF CURB EIEV.+0.2 GUTTER I , FLOWLINE 0 i I CURB INLET I 2" S~D ON TOPSOIL, SOD --ROLLED ~ INSTALLED CONCURRENT WITH . CURB dc I 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOU ~ NORI~AL GUTTER LINE ~ ~ \ 3:1 (TYP} ~ ~ , , .5 3:1 (TYP) . l/ CONCRETE APRON 4' THICK P.C.C, GRADED POND BOTTObI 12' . BELOW NORMIAL GUTTER FLOWLINE 2 ~IIN. TOPSOIL ON GRADED POND BOTTOM SECTIONAL VIEW , , EASEMENT NOT TO SCALE OR R.O.W. IT N. ORAINAGE EASEMIENT AS SPECIFlED ON PLAN I ~ MIN. BERMI ELEV.= GUTTER FINlSH GRADE ELEV. + 1.2~ OR ~ FLOWIJNE GUTTER FLOWIJNE O ~ INLET FLOWUNE ELEV. + 0.5 CURB IN! • • ~ CURB INLET ~ N WARNING. WHICHEVER IS GREATEST TH AM I PROHIBI A • ~ Ro~~o BUILDER TO ADD IRRIGATION E USE OF SILTY LO S TED S ~ 2 SOD ON TOPSOIL, so~ cuR & M 8 AND TURF GRASS TO POND. A POND BOTTOM ~IATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- I GUTTER CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE 3 MAX. ~ s ROLLED NORI~AL GUTTER LINE - ~ . • i. .i . • .33' MIN. 3~ ~ ~ GRATE ELEVATION ~ ~ .5 RAINAGE 3: ~ CONCRETE APRO NCRETE APRON MAX. » STRUCTURE 4 THICK P.C.C. TNICK P.C.C. ~ NOTE; » . j PROVIDE FILTER FABRIC AI~dCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) F k/ THE NATIVE SOIL AND THE WASHED URAIN ROCK AND BETWEEN GRADED POND BOTTOM 0 ~C THE WASHED DRAIN ROCK AND TNE DRYWELL BARREL. GRADED POND BOTTOM 16" . BELOW NORMAL GUTTER FLOWLINE , ~ ~ SECTIONAL VIEW . ~ ~ i . • ~ , ~ . ~ . ~ . . - . 1~~.. . r SIF.RY''~ NOT TO SCALE ~ SIp ~ ~ NAL EXPlRES 9/24/ ~ > > ~ ~ ,1 - ~ , . ♦ ~ i ; ~ : i ~ ~ , ~ . ~ I • ' S0 458- 707 West 7th Suite 200 9 6840 ne W 9204 - 7: - ' 10- 7-99 s oka A 9 991 6 LOT PLN. WG DATE. 2 FAX. 5 9 458 ~ p , 0 6844 ?7-99 - - - - , ~ 1 1 ~ 1 POND G FINISHED POND BOTTOM ELEV. = 2021.77 MIN. BERM ELEV. = 2022.97 BUI~DER TO ADD IRRIGATION 30' ~ AND TURF GRASS TO POND. . I 5' -i1 5' _ . ~ 15' ~ i to' STA=11+98.00, LT. ~ i o ► N : 4 TYPE 1 CURB INLET N~ P PROPERTY BOUNDARY ER SPOKANE COUNTY STANDARD ~ ° N PLAN B-8 i - I , N-- TOC ELEV.=2022.77 ~so.o2' --i 5' I i , . I . 2023 . . _ . .r~ ` ~ . ~ Q. 5 DRAINAGE EASEMENT N N: ~ N• ~ W ► ;15 Z BOUNDARY OF FLAT, ~ : ~ • ~ , , Q LEVEL POND BOTTOM ~ ~ ~___;_1_ ~ PLAT BOUNDARY AREA :30 ~ 0 I Q 2024 Y ~ _ . I ~ ~ ^ c~ _ I ~ J~ I ~ti Y; ~ U• Z I~w Q• ~ ~ » (YW _ _ ~ ~N SCALE 1 - 2~ N: aQ i ~3w ► ~ - 1 20' o: W}~ TYPE R CURB N: I ~ M- F PROPERTY BOUNDARY :I ~ ,W V ~ N . -RIGHT OF WAY ~ : I .p o wasy asy Q ~ 149.97' ' ~ p ~ ~ ~ ~ fn ~ ~ . kui` - ~ O 254fi2 ~ 6 2~~° ~ '~F ~ F st~~ ~ . S ~ ~ S / E. . 0 1, NA ►l ~ EXPIRES - 9 24 , . , . , , ~ ~ ,r< , ~ , , . ~ ; . ~ ~ • ; ; . . , ; ~ , ; ~ 707 West 7th • Suite 200 509 458-6840 ~ ~ . WA 4 - . S okane, 9920 FAX: 509 458- 99176. LOT P P 6844 LN.DWG D TE. 10 27 9 27-99 , ~ { 1 ~ EASEI~ENT 4R R.O.W. ~ DRAINAGE EASEI~ENT AS SPECIFlED ON PLAN MIN. BERM ELEV.= ~ ~ TOP OF CURB ELEV.+0.2 ~~R I I FLOWUNE 0 ~ I CURB INLET I 2' SQD ON TOPS~IL, SOD ' r-- ROLLED ~ INSTALLEO CONCURRENT WITH . CURB dc I 2 DEPRESSION~ GUTTER OCCUPANCY OF ADJACENT NOUS~ ~+r~r ~ A GUTTER UNE ~ ~ NORM L ~ 3:1 (TYP} , . ~ , ~ ~ .5 3:1 (TYP) li~ 1 CONCRETE APRON 4" THICK P.C.C. GRADED POND BOTTOM 12` . BELOW NORI~AL GUTIER FLOWLINE 2 MIN. TOPSOIL ON GRADED POND BOTTOM SEC110NAL VIEW ~ ~ EASEMENT NOT TO SCALE OR R.O.W. VT W. DRAINAGE EASEMENT AS SPECIFlED ON PLAN I ( MIN. BERM ELEV.= GUTTER FINISH 6RADE ELEV. + 1.2~ OR ~ FLOWLIN GUTTER FLOWLINE O ~ INLET FL0IMLINE ELEV. + 0.5' CURB IN • • ~ ~ CUR6 INLET N~TE. WARNING. WHICHEVER IS GREATEST TH U AM I PROHI ITED A • ~ ROLLED ROLLED SUILDER TO ADD IRRIGATION E SE OF SILTY LO S B S ~ 2 SOD ON TOPS0IL, so~ M CURB & AND TURF GRASS TO POND. A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- I GuTTER CURB & GU TTER OCCUPANCY 4f ADJACENT HOUSE 3 MAX. ~ ~ NORI~AL GUTTER LINE ~ . . ` , i .s ' 3:1 Tl'P . GRATE ELEVATION .33 MIN. ( ) _ _ .5' 3:r CONCRETE APRC RAINAGE MAX. • iNCRETE APRON ~ STRUCTURE 4 THICK P.C.C. TNICK P.C.C. . NOTE. . 1 PROVIDE FIL?ER FABRIC AMOCO 4545 OR EQUAL BETWEEN 2" I~IN. TOPSOIL ON ( } F ~I TNE NATIVE SOIL ANO THE WASHED DRAIN ROCK AND BETWEEN GRADEO POND BOTTOM ~ ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. GRADED POND BOTT01~ 1fi" ~ BELOW NORMAL GUTTER FLOWLINE ~ 1 x ~ SECTIONAL VIEW / ~ ~ , 1~:. . SIER~' NOT TO SCALE Sjp NAI~ EXPIRES 9/24/ ~ f , ~ ~ ~ ~ ~ ~ . . , . . R , i - . . ~ ~ ~ ' • a ~ 707 West 7th • Suite 200 509 458-6840 okane WA 99204 - g9~ ~6: LOT-P 1N ATE: 10-27-99 s FAx. LN. D G D p , 509 458 6844 27-99 r ` ~ ~ P ND G ~ I ~ 0 FINI D POND BOTTOM ELEV. = 2021.77 ; I SHE , PROPERTY BOUNDARY , MIN. BERM ELEV. = 2022.97 : ~ ~ ~ ~ • , _ ; ~ TYPE R CURB ~ BUILDER TO ADD IRRIGATION a: I~z ~ AND TURF GRASS TO POND. ~ W, IYy~ U) ~ Q ; I3 Q RIGHT OF WAY N; ~w (O ~ ~ 69 , ~ 0 , I' F ~9 ~ ~ ~ ~ . ~ BOUNDARY OF FLAT, W i , LEVEL POND BOTTOM , Z / ~ AREA ~ I Q ~ PLAT BOUNDARY i . J , ~ _ _ f,, 2022 - _ _ . - 3- _ . I ~4~ ~ . r~ 5 DRAINAGE EASEMENT , Q / ~I ~ i c~ ;~1 r~ I . ( 5 - - SCALE 1 , ~ ~.I 5 ~ : . - 1 "=20' ~ ~ ~ ~ ( ~ STA=11+98.00 LT. ~ ~ ' o: 4 TYPE 1 CURB INLET I ,N • I . ~ PROPERTY BOUNDARY N , . ~ PER SPOKANE COUNTY STANDARD , W . . N R w , ~ . . I I s ~ o PLAN 8-8 4 was A N O H wASy A ~ . l N - ~ti , TOC ELEV.-2022.77 O 150.02 ~ ; ~ ~ Q ~ . ti ~ ~ I , 5 - - , 1 , . , 2023-___----___--_ ~ . ~--10-~- ~ - ~ ~a- _ ` o~, ~ zsas aa 546 ~p N N (V ' i F ` ~ t~ ~15TER \ S ~ S T E v,~V\ ~ ~ S , ~0 ~ NA~ 15 UAL I ~ ! 5' - ~ - - : - - - - - EXPIRES 9 24 30 /24/ft - 27- 99 ~ ♦ , ~ , ~ w w • 4 - 707 West 7th Suite 200 509 58 6840 - ~ 10- 27- 99 _ DATE. 4 99176. LOT PLN.DWG Spokane, WA 9920 FAX. 509 458 6844 _ EASEMENT OR R.Q.W. I DRAINAGE EASEMENT AS SPECIFIED ON PLAN MIN. BERM ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I I FLOWLINE 0 ~ CURB INLET ~ I 2" SOD ON TOPSOIL, SOD ROLLED ~ INSTALLEO CONCURRENT NATH ~ CURB dc I 2 DEPRESS{ON- GUTTER OCCUPANCY OF ADJACENT HOUS ~ NORI~AL GUTTER LINE ~ ~ ~ 3:1 (TYP) ~ ~ > . , .5 3:1 (TYP) ~ . CONCRETE APRON 4" THICK P.C.C. GRADED POND BOTTOM 12" . BELOW NORI~AL GUTTER FLOWLINE 2 MIN. TOPSOIL QN GRADED POND BOTTOM SECTIONAL VIEW , ~ EASEMENT NOT TO SCALE OR R.O.W. NT W. ~ DRAINAGE EASEMENT AS SPECIFlED ON PLAN ~ MIN. BERM ELEV.= GUTTER FINISH GRADE ELEV. + 1.2' OR ~ FLOWUN GUTTER FLOWUNE O ~ INLET FLOWIJNE ELEV. + 0.5' CURB I~ • • ~ CURB INLET ~ NOTE. WARNING. WHICHEVER IS GREATEST TH F Ai~ IS PROH161TED AS • ( Ro~~o ROLLEO UILDER TO ADD IRRIGATION E USE 0 SILTY LO ~ 2 SOD ON TOPSOIt, so~ B , CuRe & T RF RASS TO POND. A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- I GUTTER AND U G CURB & GUTTER OCCUPANCY OF ADJACENT H4USE ~ 3 MAX. _ NORMAAL GUTTER UNE / , - _i. . ' 3:1 TYP . GRATE ELEVATION .33 MIN. ( ) l~ .5' RAINAGE 3~ i CONCRETE APR( MAk • INCRETE APRON STRUCTURE 4 THICK P.C.C. THICK P.C.C. ~n . . I 2 MIN. TOPSOIL ON PROVIDE FILTER FABRIC (AI~OCO 4545 OR EQUAL} BETWEEN F ~t THE NATIVE SOIL AND THE WASHED ORAIN ROCK AND BETWEEN GRADED POND BOTTOM ~ ~ THE WASNEO DRAIN ROCK AND THE DRYYVELL BARREL. GRADED POND BOTTOM 16"~ , ~ BELOW NORMAL GUTTER FLOWl1WE ~ SECTIONAL V1EW ~ / J'~~ a. ! 1 2~,:. . ~ ` ~ SCA ~IST'ER NOT TO LE Sfp NAL EXPIRE 4 S 9/2 / ~ > > ~ a ♦ ~ - . 707 West 7th • Suite 200 509 458-684Q kane wA s92o4 - 99176: LOT-P N.DWG ATE: 10-27-99 so L D p , FAX. 509 458 6844 27-99 ~ _ _ , ~ p RIGHT OF WAY ~ ~ 9 TYPE R CURB ~ . ` LANE ~ R{VER LK WA _ ~ _ _ _ _ i - ~a , . ~ w ' I Z Q t ~ 9 J ~ 9 ~Q ~ , ~ ~J'~ , ~ 52 :t;.: ~j. L~ ~ Q 16' SIDEWALK dt I ~ . N 5 r .r , ~ UTILITY EASEi~ENT ~I ~o ( ~ ~ ~ Y . ~ ~ ~S i. . c~ ~ , ~ 20 SETBACK ~ / ~ -r;~ ~ BOUNDARY OF FLAT, 5.17 . . ~ LEVEL POND BOTTOM ~ 0 ~ - AREA ~ . ~s. ~ 0 , ~ ~ , 1 , 1 ` ► '~r - ~ 5 DRAINAGE EASEMENT l STA-14+00.00, LT, ~ ~ !u ;ti ~ ~ ~ o; ~w • w o 4 TYPE 2 CURB INLET o N ~ ~ ~ti P E R S P O K A N E C O U N T Y S T A N D A R D ~ ~U •1 0 • ~ ~ PLAN B-9 . ~ ~ . ~ i ~ TOC ELEV.=2019.24 , ~ ~ ~ ~ / , ~ . t o, ~ :'s• r~ ~ * STA=13+75.00 TO 13+95.00 _ - . SCALE 1 -20 1 20' . ~c ~ „ 6 THICK HEAVY DUTY ~ ~ 4 • ` SIDEWALK SECTI , s ON ` 9 ,S, • W \ ~ . . ~ ' W A /Y /A . ~ POND D . ,c ,o pow~sy ~ ~ _ . / ` TA= ' O FINISHED POND BOTTOM ELEV. 2017.84 , ~ S 13+90.00, 27 LT. PROPERTY BOUNDARY . ~ » p MiN. BERM ELEV. = 2019.44 INSTALL TYPE B DRYWELL ~ ~ , :/t~z ~ WITH TYPE 4 METAL FRAME ~ i t ~ dc GRATE PER SPOKANE COUN . ~ TY « . /3 P STANDARD PLAN B-1 a ~ • o`~ 0 25 2 ~ Rl~f ELEV.=2018.34 ~,o ~ 25 2 p ~ : . 'C~ C ~ E~ \ BUILDER TO ADD IRRIGATION ~ F St ~ ~V S C/ S S ER~ ~ ~ : S AN RF RASS TO POND. / D TU G ~ oNA~. o: I GHT OF WAY ONAL ~ 50.69' / EXPIRES 9 24 9/24/ M I Tl'PE 'R' CURB ~ , ~ . , ~ , . . ; ♦ 707 West 7th • Suite 200 509 458-6840 ~ ~ S okane wA s92o4 - 99176: LOT-PLN W , FAX. 509 458 6844 G P DATE. 10 27 99 -27-99 ~ - - _ , EASE~ENT 4R R.O.W. ~ DRAINAGE EASEMENT AS SPECIFlED ON PLAN MIN. BERM ELEV.= ~ , ~ TOP OF CURB ELEV.+0.2 GUTTER I ~ FLOWLINE 0 ~ I CURB INLET I 2' S00 ON TOPSOIL, SOD ROLLEO ~ INSTALLED CONCURRENT WITH . CURB ~ I 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOU ~ MA GUTTER UNE ~ ~ NOR L \ 3:1 (TYP) ~ ~ . ; . .5 3:1 (TYP) . , ~ ~ CONCRETE APRON 4" THICK P.C.C. GRADED POND BOTTOIrI 12" ~ BELOW NOR~IAL GUTTER FLOWUNE 2 MIN. TOPSOIL ON GRADED POND 80TTOh~ SECTIONAL VIEYV ~ ~ EASEMENT NOT TO SCALE NT OR R.O.W. . W. ORAINAGE EASEI~ENT AS SPECIFIED ON PLAN I ~ ~ MIN. BERI~ ELEV.= GUTTER FINISH GRADE ELEV. + 1.2~ OR ( FLOWI.I~ GUTTER FLOWI.INE O ( INLET FLOWLJNE ELEV. + 0.5' CURB II . • ~ ~ CURB INIET N . WARNING. WHICHEVER IS GREATEST TH M IS PROHIBITED AS ~ ~ ROLLED ROLLED IftRIGATION E USE OF SILTY LOA ~ 2 SOD 4N TOPSOII SOD BUILDER TO ADD . , CuRe a AND TURF GRASS TO POND. A POND BOTT01~ ~IATERIAL. INSTALLEO CONCURRENT WITH 2 DEPRESSION- GUTTER CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE r- 3 MAX. ~ NOR~lAL GUTTER LINE ` . -)NCRETE APRON ' 3:1 lYP . . GRA1E ELEVATION .33 MIN. ( ) M ~ ~ .5 RAINAGE 3~ i CONCRETE APR~ MqX . , „ STRUCTURE 4 THICK P.C.G ' 11-IICK P.C.C. . ~ NOT~; , ~ I . PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL 6ETWEEN 2 MIN. TOPSOIL ON ~ ) F THE NATIVE SOIL ANO THE WASHED DRAIN ROCK ANO BETWEEN GRADED POND BOTTOM , 0 ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. GRADEO POND BOTTOM 16" . , BELOW NORMAL GUTTER FLOWLINE ~ s~c~o~A~ wEw ~ J' . . y, 1 1 • - 2~:.. 1 T TO SCALE S1E~ NO 1 Sjp 1YA1. EXPIRES 9/24 ~ , . > > . . ~ . , . ~ , 707 West 7th • Suite 200 509 458-6840 okane WA 99204 - 99176: LOT-PLN.DWG DATE: 10-27-99 Sp , FAX. 509 458 6844 27-99 , 0 ~1 6 PROPERTY BOUNDARY o. , , , , , . , ~ . - . ~ . - , . , , , , , , ~i . , i . ~ ~ ~ ~ . i ~ , ~ 5' i' i ' .'L~' ~ ~ , 5 D~AtI~AGE EAS~M~NT . , ,s~ , . ~ ~ ~ ~ ~ , ~ , . , ~ , a' ~ ; , ~ . ~i ~i i i / / ~ ~ ~ ~ ~ ~ ~ h~, 5~ ~ ' ~ ~ ~ ~ 1 ~ i ~ ~ ~ ~ , . 0 ~ ti0 . • s,, ~ . ~ - s ~ ~ G . ~ ~ , ~ P . . ~ 5 ~ . . , ~ . P . , , ~ 1~ - i : s ~ ~ ~ ' 'L~.•'~/~ ~1~ ~3`\ ~j I 2 , , ~ - . ~ , A ~ (p ~ P p _ 0 ~ - A - 1 -21 S LE T. C 2 6 STA 53+94.00, L . - 1 20' " i ~ 4' TYPE 1 CURB INLET " ~ ~ ~ ~ - i ~0 -~o P R SPOKANE COUNTY STANDAR , , E D . ' PLAN B-8 1~ - Q TOC ELEV.-2019.40 ~ w , POND A 2 r • N / F w~s A = O o N FINISHED POND BOTTOM ELEV. 2018.40 i A Nasy A ,O BOUNDARY OF FLAT, 0 ti MIN. BERM ELEV. = 2019.60 p~. c c LEVEL POND BOTTOt~ AREA RIGHT OF WAY , ~ ~ O~ ,p 254 p 4 p ~ ~ f E. ~ ' CURB S 1 E~ ~ TYPE R s C~ 5 T ER~'~~~~ ~ BUILDER TO ADD IRRIGATION S / ~NAI ►AL AND TURF GRASS TO POND. EXPIRES 9 24 (24/m ~ . , w a ~ ~ ~ w 707 West 7th • Suite 200 509 458-6840 okane wa 99204 - 99176: LOT-PLN.DWG • 10- 7-99 S FAX. 509 45 4 D A TE. 2 p , 8 68 4 -27-99 ~ _ , EASEMENT OR R.Q.W. ~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN -r- MIN. BERM ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I I FLOYVLINE m ~ CURB INLET ~ ~ 2' SOD ON TOPSOIL, SOD ' ROLLED ~ INSTALLED CONCURRENT IMTH . CUR6 dc I 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOUS ~ NORMAL GUTTER LINE ~ ~ ~ 3:1 (T1fP) • , ~ ~ .5 3:1 (Tl'P) ~ r CONCRETE APRON 4` THICK P.C.C. GRADED POND 80TT01~ 12" „ BELOW NORMAL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADED POND BOTTOM SECTIONAL V1EW ~ , , EASE~IENT NOT TO SCALE OR R.O.W. :N T DRAINAGE EASEMENT AS SPECIFlED ON PLAN I W. I ~ MIN. BERM ELEV.= GUTTER FINISH GRADE ELEV. + 1.2' OR ~ FLOWIJ~ GUTTER FLOWLJNE O ~ INLET FLOWIJNE ELEV. + 0.5' CURB II • • ~ ~ CURB INLET N TE. WARNING. WHICHEVER IS GREATEST A PR HIBITE AS ~ ~ ROLLED ROLLED RI ATION THE USE OF SILTY LO M IS 0 D ( z soa oN roPSOi~, soo BllILDER TO ADD IR G N cuRe a AND TURF GRASS TO POND. A POND BOTTOM MATERIAL. INSTALLEO CONCURRENT WITH 2 DEPRESSION~ GUTTER CURB dc GU TTER OCCUPANCY OF ADJACENT HOUSE r-~ 3 MAX. _ NORMAL GUTTER LINE ~ 1 ' 3:1 TYP . GRATE ELEVATION .33 MIN. ( ) ~ .5' RAINAGE 3~ 1 CONCRETE APR~ )NCRETE APRON ~AX. » STRUCTURE 4 THICK P.C.C ' THICK P.C.C. . 1 0 . ~ . I PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) F ~1 THE NATIVE SOIL AND THE WASHED ORAIN ROCK AND BETWEEN GRADED POND BOTTOM ~ ~ THE WASHED DRAIN ROCK AND TFiE ORYWELL BARREL. GRADED PQND BOTTOM 16" : , c' BELOW NORMAL GUTTER FLOWLINE x SECTIONAL VIEW ~ ~ ~ ~ w ~ ~ I.1V. L . 1 ti'" TO SCALE S1ER NOT SIO 1YAL EXPIRES 9/24/ ~ ' , , , . . , ~ , . , ~ f . , ~ ♦ . . I 707 West 7th • Suite 200 509 458-6840 akane WA 99204 - g91 ~6: LOT-PLN. WG DATE: 10-27-99 s D p , FAX. 509 458 6844 27-99 1 ~ ~ ~ ~ ~d 6~' PR4PERTY BOUNDARY o. ~ \ 0 r, ~ ~ . 0 , ~ / , ~ ~ , j . ~ n0 i ~ ~i i ~ ~ / ~ O. ~ 1 - ~ 0 , , . 2 , ~ 5' DRAINAGE EAS~MENT - ~P•'~ . ~ ~ ~ 1~ , , ~ , Q - o 2 . , , , ~'I . 0 . , , ~ • ~ ~ ~ ' i~ ~ ~ / i i~~, ~ , ~ , . ~ ~ ~ , 1~ , ~ ~ ~o , , ~ i 0 - - ~ -2 . ~ . , , - ~ ~ . , ~o . ' ~ y. ~+j. . » , ~ ~ S~ 6 ~ - - . . s. , SCALE 1 -20 ! ~ ` RIGHT OF WAY 20' ~ ~ ~ . i ' ' ~ 4' ~ ~ . 5 ~d ' ~ ~ , ' . ~ ~ I ~ S ~ TYPE R CURB ~ ~ , , - 't;'~ . . . W , . , ~ y ~ W S A ~ 0 0 Q 0 H ,o . - ti ti - Q ~ ~ 5 O POND A BOUNDARY OF FLAT, o P ~ 5 - f Z 0 Z FI D BOTTOM ELEV. = 2018.56 s' LEVEL POND BOTTOM NISHED PON ~ ~ . _ 's~ ~ AREA MIN. BERM ELEV. - 2019.60 ~ -v ~ ~ ~ P O ,p 254 tv STA=53+94. ~ ~ 00, LT. F ~ ~ S T ER ~ . ' S ~ ~ 4 TYPE 1 CURB INLET S ~ . \ / ONAL PER SPOKANE COUNTY STANDARQ ~ BUILDER TO ADD IRRIGATION PLAN B-8 AND TURF GRASS TO POND. TOC ELEV.=2019.40 EXPIRES 9 24 46 - , ~ , ♦ ~ 7~7 West 7th • Suite 200 509 458-6840 S okane, WA 99204 FAx: 509 - 99176: LQT-PL WG 45s N . D P 6844 DATE. 10 27 99 .27-99 - ~ - EASEMENT OR R.O.W. I DRAINAGE EASEMENT AS SPECIFlED ON PLAN MIN. BERM ELEV.= I TOP OF CURB ELEV.+0.2' ~~R I I FLOWUNE 0 ~ CURB INLET ~ ~ 2" SOD ON TOPSOIL, SOD ~ I ROLLED INSTALLEO CONCURRENT WITH . CURB dc ~ 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOUSE ~-+r+r.r~ ~ NORMAL GUTTER IJNE ~ ~ \ 3:1 (TYP) ~ - ~ .5' 3:1 (TYP) , ; ~ ~ CONCRETE APRON 4' THICK P.C.C. GRADEO POND BOTT~M 12" „ BELdW NORMAL GUTTER FL04YLINE 2 MIN. TOPSOIL ON GRADED POND BOTTOM s~cno~A~ v~Ew ~ ~ EASEI~ENT NOT TO SCALE OR R.O.W. NT . W. DRAINAGE EASEMENT AS SPECIFIED ON PLAN I ~ I~IN. BERM ELEV.= Gl1TTER F1NIS~I GRADE ELEV. + 1.2' OR ~ FLOYVLIN - GUTTER FLOYVLINE O ~ INLET FLOWLINE ELEV. + 0.5' CURB I~ . • ~ CURB INLET ~ N TE. WARNING. WHICHEVER IS GREATEST ~ . ~ Ro~~a ROLLED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITED AS 2 S00 ON TOPSOIL, soo cuRe ~ P N. A POND BOTTOM MATERIAL. INSTALIED CONCURRENT WITH 2" DEPRESSION- ( GUTTER AND TURF GRASS TO 0 D CURB & GUTTER OCCUPANCY Of ADJACENT NOUSE r` 3 ~IAX. _ ~ ~ NORI~AL GUTTER LINE ~ ~ 3 • ' 3:1 Tl'P . GRATE ELEVATION .33 MIN. ( } ~ .5 RAINA 3: ~ CONCRETE APRf GE MqX, » )NCRETE APRON STRUCTURE 4 TH1CK P.C.C. TH1CK P.C.C. . NO . ~ , I PROVIDE FILTER FABRIC Ai~OCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) F k TNE NAl1VE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN GRADED POND 80TTOM ~ ~ ~ THE WASHED ORAIN ROCK ANO THE DRYWELL BARREL. GRADED PONO BOTTOM 16" f.~ , BELOW NOR~IAL GUTTER FLOWLINE , s~c~oN~. wEw . . ~ ~ ~ ~ ~ z~:. ~ . ~ TO SCALE Sf~ NOT s10 NAL EXPIRE 9 4 S /2 / ~ , ; . , ~ .M. ~Y~ ~ 1 . . ~ ~ E . 1 . . . ' 1 , , 1 i , . ~ ~ " f 'i, i , , . . ;'r- .y ` • ~ , , s i ` , a 1 . ' ~ ` . , ~ ,'y~ ~ I ~ , , ~ • ~ . I ~ ~ 1 f I ~ 1 ~ ♦ ~ i 1 ~ . . . i 707 West 7th • Suite 200 509 458-6$40 - - ATE: 10-27-99 S okane WA 99204 99176. LOT PLN.DWG D p , FAX. 509 458 6844 27-99 , ~ + ~ ~ 9 6 PROPERTY BOUNDARY ~ ~ , , , ~ , o. ~ ~ l ~ ~ ~ i / / f ~ / ~ / / / ~ / ~ ~ / / / / ~ / f/ / ^ / / / / / ~ BOUNDARY 4F FLAT ' ~ . ~ ~i ig~ , ~ ~ti~ 5~~ LEVEL P,OND BOTT4IG ~ ~ ~ , . i i ~ ~ ~ / ~ ~ i~ . D• AREa , , ~ ~ o , , ~ ~ ~ Z,' i ~ f 5 ~ ~ ~ i i , ~ i 5 i ~ i i 5 D~AINAGE A~EMENT , 0 5 ~ , o. , , , ~o : 2 .-1 ~ , . , ~ ~ . . i ~ , i / r i ~i ~ ~ , ~i ~ i 'r~ ~ / ~ / ~ ~ i •r ~ i ~ f ~ ~ i~ •'i~ ~ ~ ~ ~ i~ ~ ~ . - , , 5,r, , _ , ~ STA-55+18.00, LT. ~ ~ o , ' TYP 1 RB IN T ~ , , , , 4 E CU LE , , . , 0 ~ ~ , ~ ~ , ~ , ~0. , ~o ~ , , PER SPOKANE COUNTY STANDARD ~ ~ 5F'• • ~ ~ ~ ~ i , ~ ~ ~ ~ PLAN B-8 ~ o , y , » ~ , , ~ , _ _ - Q , , , ~ , TOC ELEV.-2017.79 SCALE ~ 2 . ~ ? ~ ~ . ~ ' . ~ - 1 2 0' D~ . ~ p` ~ ~ J~~. i ~ 0 . o~~ ~ STA=55+03.00, 22.5 LT. ~ ~ 1~i~ ~ ~ a „ POND 6 ~ ~ \ y , , INSTALL TYPE B DRYWELL ~ ~ W ~ , 1~ FINISHED POND BOTTOM ELEV. = 2016.46 Q , ~ . WITH TYPE 4 METAL FRAME / W ~ ~ ~ ' F A s ~0 , O H MIN. BERM ELEV. = 2017.99 ~ & GRATE PER SPOKANE COUNTY A , , 0 ti a sH ,.o ~0 . , _ c , STANDARD PLAN B 1 a O~ ~ ~ , , ~ . RIM ELEV.=2016.96 - , ~ '1 ~ ~ ~ Q ~ TYPE R CURB ~ . ~i ~ r O 25 2 ~ ~ '~F ~ ' o BUILDER TO ADD IRRIGATION ~ ~ ~~STE.~ ~ O RIGHT OF WAY ~ S ~ stE~~ N . ~ I AND TURF GRASS TO PO D ` A IAt EXPIRES 9 24 /24/ T,Oft , ~ , ~ 707 West 7th • Suite 200 509 458-6840 _ - DATE: 10-27-99 S kane WA 99204 99176. LOT PLN.DWG po , FAX. 509 458 6844 .27-99 , l 1 ~ ~ l EASEMENT OR R.O.W. ~ ORAINAGE EASEMENT AS SPECIFIED ON PLAN MIIN. BERM ELEV.= ~ ~ TOP OF CURB ELEV.+0.2 ~~R I ~ FLOWLINE 0 ~ CURB INLET ~ ~ 2' SOD ON T4PSOIL, SQD r- ROLLED ~ INSTALLED C4NCURRENT WITH . CURB dc ~ 2 DEPRESSION- GUTTER OCCUPANCY OF ADJACENT HOU +r-ru4L~ ~ NORI~AL GUTTER IJNE ~ ~ ~ ~ 3:1 (TYP) ~ • . .5' 3:1 T1fP ~ ) ~ . CONCRETE APRON 4" THICK P.GC. GRADED POND BOTT0~1 12" . BELOW NORI~AL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADED POND BOTTOM ~ SEC110NAL VIEW , , EASEbIENT NOT TO SCALE OR R.O.W. VT W. DRAINAGE EASEMENT AS SPECIFlED ON PLAN I ~ I~IN. BERM ELEV.= GUTTER FINISFi GRADE ELEV. + 1.2~ OR ~ FLOY4LIN GU TTER FLOWLINE O ~ INLET FLOWLINE ELEV. + 0.5' CURB IN • • ~ ~ CURB INLET NOTE. WARNING. WHICHEVER IS GREATEST PR I • I ROLLED ROILED BUILDER TO ADD IRRIGATION THE USE OF SILTY LOAM (S OHIB TED AS 2 SOD ON TOPSOIL, soo ~ CURB & TO POND. A POND BOTTOM MIATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- I GUTTER AND TURF GRASS CURB & GUTTER OCCUPANCY OF AOJACENT H4USE 3 I~AX. _ NORMAL GUTiER LINE ~ , i t ' 3:1 TYP . GRA1E ELEVATION .33 MIN. ( ) ~ ~ ~ .5 RAIN 3~ 1 CONCRETE APRC AGE 1~qX, » iNCRETE APRON STRUCTURE 4 THICK P.C.C. THICK P.C.C. . ~ . , j PROVIDE FILTER FABRIC AMOCO 4545 OR EQUAL BETYVEEN 2 MIN. TOPSOIL ON ~ ) F k THE NATIVE SOIL AND TNE WASHEO DRAIN ROCK AND BETWEEN GRADED POND BOTTOM 0 r ~C THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. GRADED PONO 60TTOi~ 16" I ti~ , ~ BELOW NORMAL GUTTER FLOWUNE ~ SECTIONAL VIEW / . 3. . . _ ~ , 1~: 1SfER~'' NOT TO SCAIE Sf ~NAL EXPIRES 9/24 ~ f ~ ♦ ~ ~ 707 West 7th • Suite 200 509 458-6840 ~ okane WA 99204 - 9~ 76: LOT-PLN.DING DATE: 10-27-99 s 9 p , FAX. 509 458 6844 27-99 . , ~ ~ ! ~ ~ ~ 11 6~' I PROPERTY BOUNDARY ~I a. ~ ~ ,~i ~ ~ I , ~ ~ C ~ ~ , , , ~ ~.AT ~ BOUNDARY OF ~ , p . ~ EVEL POND,~OTT0~1,~ (p L AREA j~ O 1 . ~ ~ , , . ~ '1 ~ ~ ' ' ~ ^ 5' DRAINAGE E I~ENT, ~ 0 0 1,, , , ry, i V l i y' ~ / ~ , j / / / / ~ / ~ f / / f ~ ~ O ~ ~ . ~ i G~:•~ ~ O. i ,~g,P.• ~ ~ p~ i ~i , i ~ y~.••,~ Xj \ ~ ~ ' ~ ~ ~ 0 i i . ~ ti~'~ ~ ~ , ~ ~,P~ ~ ~ ~ , , ~ ! ~ ~ ~ , ~ , ~ , . .~J,/~ ~ , / ' i~ ' J/. ~ . i ' t► i f i~ ~ ~ i~ 1~/ ~ i~ ~ _ - , - ~ ~ ~ , 1 -20 , ALE , , SC ' ~ h ' ~ ' ~ R CURB , ~ ~ ~ , i i ~E 1 "=20' f , i i 5~~~~ ~ ~ ~r ~ , ~~t~ , ~ , ~ i ~~r 0 i / `b~ / ) ~ ''j1 ~ , ~ 5, , / p, ~ 6 , , ~ ' WAY , , , 5~ , , RIGHT OF , / ' { ' ~ W '~`f 4 5 ~'f ~ ~ ~ ~ i~ Z, / ~ y /.o ~ ~ ~ , V H~ i~ / . i O ~ H~ ~ ~ ~ P` r D B ~ ~ , h o~ PON ~ o \ '~.d~~ii ~ J 0 POND BOTTOM ELEV. = 2016.46 ~ , , , , FINISHED 5 , ; ~ \ , MIN. BERM ELEV. = 2017.99 • ~ ~ ~ ' - c~ ~ 1 ~ ~ ~ , , i O 25462 ~ ~ ~ . ~ ~f ~,o ~ , ~ _ F c, S t En ~ i2~p ~~cv ~ STA-55+18.00, LT. ~ , , S ~1 . S ~ ~ 1 CURB INLET ~O . a r~~ NAl ~ ~ ~ ~ i ~ PER SPOKANE COUNTY STANDARD l BUILDER TO ADD IRRIGATION r ~ PLAN 9-8 4/ AND TURF GRASS TO POND. g r _ EXPIRES 9 24 h , TOC ELEV.-2017.79 , ~ r ~ ~ ~ ~ ~ , ~ ~ ` _ ~ ~ - - 7-99 0 10 2 509 458 684 A TE . . D 27-99 ~ 707 West 7th Suite 200 , - N.DWG . OT PL _ 991 ne WA 99204 FAX: 509 458 6844 Spoka , EASE~ENT OR R.O.W. ~ ORAINAGE EASEI~ENT AS SPECIFlED ON PLAN MIN. BERt~ ELEV.= ~ , ~ TOP OF CURB ELEV.+0.2 GUTTER I ~ FLOWUNE 0 ~ CURB INLET ~ ~ 2' S00 ON TOPSOIL, SOD ' ROLLEO ~ INSTALLED CONCURRENT WITH . CURB dc I 2 DEPRESSION- GUTTER OCCUPANCY OF AOJACENT HOUSE_ +~.~urJr~ ~ NOR~IAL GUTIER LINE ~ ~ 3:1 (TYP) ~ ~ ~ ~ .5 3;1 {TYP) ~ ~ CONCRETE APRON 4` THICK P.C.C. GRADEO POND BOTTOirI 12" . BELOW NORMAL GUTTER FLOWLINE 2~IIN. TOPSOIL ON GRADED POND BOTTOM s~cno~A~ wEw , ~ EASEMENT NOT TO SCALE OR R.O.W. NT , ,W. DRAINAGE EASE~IENT AS SPECIFlED ON PLAN ~ ~ MIN. BERM ELEV.= GUTTER FINISH GRADE ELEV. + 1.2~ OR ~ FLOWLIN GU TTER FLOWIJNE O ~ INLET FLOWLINE ELEV. + 0.5' CURB I~ • • ~ ~ CURB INLET 0. WARNING. WHICHEVER IS GREATEST . ~ ROLLED ROLLED I R ADD IRRIGATION THE USE OF SILTY LOAM IS PROHIBITEO AS ~ 2 soo ar~ ToPSOi~, soo BU LDE TO „ cuRe ~ POND. A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2 DEPRESSION- I ~J~R AND TURF GRASS TO GUTTER OCWPANCY 4F AOJACENT HOUSE ~ 3 ~lAX. _ ~ NOR~IAL GUTTER LINE • ~ ~ ; . .33~ MIN. 3~ ~ GRATE ELEVATION ~ . • ' ~ .5 3: i CONCRETE APR( RAINAGE MAk. . )NCRETE APRON STRUCTURE 4 1NIC1( P.C.C. THICK P.C.C. . N~ . . I . PROVIDE FILTER FABRIC AI~OCO 4545 OR EQUAL BETYVEEN 2 MIN. TOPSOII ON ~ ) F kI THE NATIVE SOIL AND THE WASHED DRAIN ROCK ANO BETVMEEN GRADED POtJD BOTTOIuI , ~ - . l~, ~C THE WASHED DRAIN ROCK AND THE ORYMlELL BARREL. GRADED POND 80TTOM 16" . . , ` BELOW N4R~IAL GUTTER .FLOWLJNE . ~ SECTIONAL VIEW ~ / , . _ ~ , ~ 1~.:. ~ 1S'(~4~' NOT TO SCALE Sf . ONAL EXPIRES 9/24 / ~ > > ~ ; r ♦ 707 West 7th • Suite 200 509 458-6840 okane wa 992a4 - 99176: LOT-PLN. WG DATE: 10-27-99 s D p , FAX. 509 458 6844 27-99 , ~ ~ i • ~ ~ 6~' PROPERTY BOUNDARY , , , , , , . , , ~ ~ ~ , , 2 ~ . 0 ~ n ~ ~ . v , ~i ~ ~ . ~ ~ ~ , , ~ ~ ~ ~ i , i , i \ BOUNDARY 0 '~LAT, ' ` , ~ LEVEL PO 6 BOTTO . ~ ~ ~ ~ , , AREA ' , i ~o. , , , , ; , ~ , , Zo. , ~ , ~ 5 ,x , , ~ 6 ~ ~ ~ , ~ 5 , i 5 D AGE E~~`EMENT ' ' o~' R~ , , , , o , % ti , ~ ~ , ~ 5 , / ' ' / i~ ,~t ' , ' ~ 0 ~i ~ ~i ~ Z ! i ~i ~ ~ ~ ~`~~,r ~ ~ . P c~ ~ ~ » 0 ~ ~ ~ i ~ ~ , STA=56+47.00 LT. _ - ~ . s~ ~ ~ ~ ~ ~ SCALE 1 -2 ~l , , ~ a , - 1 2 0' ~ ~ ~ , ~ , ~,o 4 TYPE 1 CURB INLET ~ , ~ , , . k~i ~o - PER SPOKANE COUNTY STANDARD 0 _ , , Yy ~p~' - , `~RLAN B-8 ~ . , , i ~ ~ ~ ~ TOC ELEV.=2018.82 nQ , ,c~ ~ , li i / ~ ~ ~ R k ~ ~ , , RIGHT OF WAY A q A ' ~ h o - ~ , ~ ~ ~ , P ~ o~. , , , o~ ~ a ti y ~ , , ~ 0 POND C ~ ~ ~ 0 ~ ~ _ ~ FINISHED POND BOTTOM ELEV. - 2017.98 q~ , gfo ~ x -o MIN. BERM ELEV. = 2019.02 O . ~ ~ ~ ~ ~ p~' O ~ 25462 ~ ~ ~ F E.~ ~ 6 2 F ~ISTER \ ~ f ~ s ~ ~ ~ ~ ~ AL . TYP R CURB N E . ~t 6UILDER TO ADD IRRIGATION AND TURF GRASS TO POND. EXPIRES 9 24 ~4~ i , ~ , ♦ w w 707 West 7th • Suite 200 509 458-6840 ~ S okane WA 99204 FAX: - 99176: LOT- P - - , 509 4 LN D G p 58 6844 DATE. 10 7 99 2 27-99 ~ - - ~ _ - - ~ ~ i s EASEMENT OR R.O. W. ~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN -t-- MIN. BERM ELEV.= ( TOP OF CURB ELEV.+0.2' ~~R I I FLOYMLINE 0 ~ CURB INLET ~ ~ 2° SOD ON TOPSOIL, SOD ' ROLLED 1 INSTALLED CONCURRENT WITH . CURB dc ~ 2 DEPRfSSION- GUTTER OCCUPANCY OF ADJACENT HOUS ~ N TTER LINE ~ ORMAL GU ~ 3:1 (TYP) , - ~ , ' .5 3:1 (T1fP) CONCRETE APRON 4" THICK P.C.C. GRAOED PONO BOTTOI~A 12° , BELOW NORMAL GUTTER FLOWLINE 2 MIN. TOPSOIL ON GRADEQ POND BOTTObI SEC110NAL VIEW , ~ EASEMENT NOT TO SCALE NT ' oR R.o.w. , W. DRAINAGE EASEMENT AS SPECIFIED ON PLAN I ~ MIN. BERM ELEV.= GUTTER FINISH GRAOE ELEV. + 1.2~ OR ~ FL0IMJN GU TTER FLOWLINE O ~ INLET FLOWUNE ELEV. + 0.5' CURB I~ . . ~ CURB INLET ~ NOTE. WARNING. WHICHEVER IS GREATEST A P HIBI D A • ~ ROLLED ROLLED BUILDER TO ADD IRftIGATION THE USE OF SILTY LO M IS RO TE S 2 SOD ON TOPS0IL, soo CURB 8 RA TO POND. A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2" DEPRESSION- GUTTER AND Tl1RF G SS CURB & GUTTER OCCUPANCY OF ADJACENT HOUSE r- 3 ~IAX. ~ ~ ~ NOR~IAL GUTTER LINE ` ~ ~ j ' 3:1 Tl'P ~ GRATE ELEVATION .33 I~IN. ( ) _ . ; , l~ .5 IN J~ 1 CONCRETE APRf RA AGE MqX ~ )NCRETE APRON STRUCTURE ~ 4 THICK P.C.C. THICK P.C.C. . . ~~s ~ . j , PROVIDE FILTER FABRIC A~IOCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) F h'I THE NATIVE SOIL ANO THE WASHED DRAIN ROCK AND BETWEEN GRADEO POND BOTTOM ~ l~, ~ THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. GRADED POND BOTT01~ 16" , ~ BELOW NORMAL GUTTER FLOWLINE x SECTIONAL VIEW / . ~ ~ ~ ~1,.:. . c . 1S1~R~ NOT TO SCALE Sf ~NAL . o EXPIRES 9 4 /2 / ~ ~ , ~ , , ~ ~ . ~ . ~ ~ > > . ~ ~ 707 West 7th • Suite 200 509 458-6840 kane WA 99 04 - 17 : LOT-P WG DATE: 10-27-99 s o 2 99 6 LN.D p , FAX. 509 458 6844 27- 99 r ~ l ~ 0 6 PROPERTY BOUNDARY TYP) ~ o. , ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ .^~-_a ~ ~ ~ ~ ~ , ~ ~ ~ , ~ ~ ~ ~ ~ ` , ` ~ ~ ~ ~ S; RAI R NT ~ ~ , ~[f NA4E E ~ , , ~ ' - - ~ , . - / ~ ~ ~ . . i _ `'~0• ~ / / / ~~1 ~K' ~4~ ~ /1(/}j \ ! V~y/ i ~ V / / ~ ~i~ 1~ G~/` V , / Jy \ , , ~ • ?~P,~ ~ ~ ' / ` . ~ ~ ~ ~ i i / ~JI i ~ ~ ~ i i~ ~ `Y~ . ~ . \ ,'1bj ~ i ~ ~ ~ ~ ~ . , . i ~ f / . ` ~ , , _ ~ZO , ~L'' , ~ _ - ~ ~ - ~ , SCALE 1 -20 ~ ~ ~ ~ ~ . ~ ~o. ~ . 2017 ~ , , , , ~o 1 20' r~Q ~ ~ ~,0, , ~ ~ ~y, - ~ , ~ i ~n 6 ~ ~ 5 ~ , ~ ~ „ , ~ 6 ~ ~ 5 ' / n~ i ' ~ ~ ~ ~ i~ i~ ~ ~ Di' ~ r ~ o TYPE R CURB , w H ~ ~ R \ i, ~ . / , 5 w A 0 , 0 y k yi ~O ~ % ~ ~ A ~ ti ~ , RIGHT OF WAY < ~ , 4~ ~ ~ , ti~ ~ ti ~ ~ PoN~ c ~ P ` 80UNDARY OF FLAT, FINISHED POND BOTTOM ELEV. = 2017.98 o.,~ 4~ LEVEL POND BOTTOM ~ 62 MIN. BERM ELEV. = 2019.02 O 2 62 ~v ` ~ AREA ~E' ~ F ~r sT~~ ~ S ~ - - S ~ _ ! QNA~ ~ " ~ STA=56+47.Q0 LT. 1 ~ • 0 . 2 ~ 4 TYPE 1 CURB INLET BUILDER TO ADD IRRIGATION PER SPOKANE COUNTY STANDARD EXPIRES 9 24 AND TURF GRASS TO POND. PLAN 8-8 TOC ELEV.=2018.82 ~ ~ , ~ , ~ 707 West 7th ~ Suite 200 509 458-6840 S okane wA 99204 - 99176: LOT-PLN.DWG DATE: 1 ~-27-99 p , FAX. 509 458 6844 -27-99 ~ - - ~ - - ri EASE~IENT OR R.O.W. I ORAINAGE EASEMENT AS SPEGFIED ON PIAN -t-- MIN. BERI~ ELEV.= I TOP OF CURB ELEV.+0.2' GUTTER I I FLOWLINE 0 ~ CURB INLET ~ ( 2" SOD dN TOPSOIL, SOD ~ ROLLED ~ INSTALLED CONCURRENT WITH . CURB dc ~ 2 DEPRESSION-~ GUTTER OCCUPANCY OF ADJACENT HOUSE +t•~J~ ~ RMAL GUTTER L1NE ~ NO ~ 3:1 (TYP) ~ 1 ~ ~ ~ . .5 3:1 TYP ~ ) ~ + CONCRETE APRON 4' THICK P.C.C. GRADEd POND BOTTOM 12" . BELOW NOR~AAL GUTTER FLOWLINE 2 t~IN, TOPSQIL ON GRADED POND BOTTOM SECTIONAL VIEYY ~ , EASEMENT NOT TO SCALE OR R.O.W. :NT >.w. DRAINAGE EASEMENT AS SPECIFIEO ON PLAN I _ ~ MIN. BERM ELEV.- GUTTEf FINISN GRADE ELEV. + 1.2' OR ~ FLOWLI GUTTER FLOWLINE O ~ INLET FLOWLINE ELEV. + 0.5' CURB I . • ~ CURB INLET ~ WARNING. WHICHEVER IS GREATEST . ROLLE[ ~ ROLLED T IRRIGATION THE USE OF SILTY LOAM IS PROH181TED AS ~ 2 S00 ON TOPSOIL, sofl BUILDER 0 ADD , cuRe ~ P ND. A POND BOTTOM MATERIAL. INSTALLED CONCURRENT WITH 2 DEPRES~ON- ( GUTTEf AND TURF GRASS TO 0 CURB & GU TTER OCCUPANCY OF ADJACENT HOUSE r- 3 MAX. ~ ~ NORMAL GUTTER LJNE - ~ . :ONCRETE APRON .33' t~IN. 3:1 T`(P) . . . GRATE ELEVATION ~ : ~ ' ~ .5 R INAGE 3~ 1 CONCRETE APF A MAx » STRUCTURE 4 THICK P.C.( " THICK P.C.C. un~• ~ ~~tl~s W ~ . j PROVIDE FILTER FABRIC A~IOCO 4545 OR EQUAL BETWEEN 2 MIN. TOPSOIL ON ~ ) F ~'t THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETYVEEN GRADED POND BOTTOM 0 . lS, ~ THE WASHED DRAIN ROCK AND THE DRYWEIL BARREL GRADED POND BOTTOM 16" ' , , i BELOW NORMAL GUTTER FLOWLINE ~ SECTIONAL VIEW / . J' y ~ / ~.W. L n SI'F~Y''~ NOT TO SCAIE S1p NAL EXPIRES 9/24 / ~ , . > > ~ ~ ~ 707 West 7th • Suite 200 509 458-6840 e wA o4 _ - DATE: 10-27-99 s okan 9s2 99176. LOT PLN.DWG p , FAX. 509 458 6844 27-99 i ~ Parcel: 55085.9072 Owner: ST,4NTON DEVELOPMENT CpMPANY CaOwner; Owner Addrass " ; . 16724 NE 116TH ST REDMOND WA 98452-2250 • . d (rAL r°t s{i s d 4 L Iq~ ` .r~F j 1t t 1~. 4.. Site Address ~ +r ~ { ~ 'l VAC,4NT LAND . SPO .,,'.l L 4 1 1 l i'+~ r ~~i!f Legal [lesc~ption * , # -~~-~4~ z;,,k kt I. I 48-25-45 t 'C- t 3 3 t~ r I. rr~` : . i , Pl'N 51f2 C~F SV~'114 c~ GC~VT LTS 5& C DAF; BEG AT fi~fE S4V COR DF SD SEC 8; TH N OODEG 35MIM 03SDS W,4LG THE W LN OF Sp OR-~~ i`y_, r- i ;~Y~i• r',r xl c) FT; N 89aEG 24M1N 57Sp5 E 30,00FT; 7H N 89DEG 23MIN 06SaS E ~ ck RIV 369.88FT, TH N OODEG 34MIN 05SDS W 16.81 FT TO THE aEG OF A ~ W~- ~ - NC1N-TANGENT CIJRVE CONCAUE T0 THE NW HAVING A RAD OF 672,OQ FT {FROM WH9CH A RAD LN BEARS N 09DEG 54MIN 02SDS W}; TH 1< NELY ALG SD CURVE THROUGH A C1A {?F 20aEG 05M1N 55SGS ° AN ARC ' l DIST pF 235.73FT; TH N 60DEG OUMIN 02SDS E50$.04FT; TH S ~1A 29C1EG 59MIN 5$S[1S E 159A8FT; 7H N6OaEG O4MIN 42SC1S E 269.96FT TO THE TRUE POB;TH 5 299EG 59M1N 585LS E 2l.baFT; TH N 68pEG 40M1N 58SpS E61.93FT; TH N 75DEG 4(}MIfV 5BSDS E 63,3017T; TH N89DEG 48MCN {JaSDS E 331.53FT; N OODEG 12MIN OOSDS W; TH N 02aEG 41MIhl 03SDS E 60.08FT; TH N OaDEG 12MIN OO5DS W 120.4UFT; TH N89RFG 48M1N pOSDS E 144.501`1-; TH N paC]EG 12MIN OQSUS VV 110.OUFT; Thi IV 04DEG 02MIhJ 52SaS E 17.55 FT; TH CONT N 04DEG 42MIN 52 E17.55FY; N OODEG 12MIN 0O5aS 1N 110.OGFT; TH N$9DEG 46MIN 4OSDS E 324.72FT; 7H N 010EC ~11 ~ - - - 11 m 0 31 MIN 46SDS W 506.09FT; TH N 21 DEG 19MIN 17SDS W 51.61 FT; TH N 56DEG 249IN 18SDS E 144.63FT; TH N 49DEG 13MIN 54SDS E 37,444; TH N 670EG 36MIN 33SDS E 140.14FT TO THE E LN OF SD GOVT LT 6; TH N 01DEG 31MIN 46SOS W ALG SD E LN 67.56FT TO THE CEN114 COR OF SD SEC 8; TH N 01DEG 32MIN 54SDS W ALG SD E LN A DIST OF 425.52FT; TH S 56DEG 21MIN 01SOS W 763.75FT; TH S 63DEG 13MIN 05SDS W 685.58FT; TH S 020EG 07MIN 23SDS W 100.28FT; TH S 06DEG 43MIN 28SDS W 120.OOFT; TH S 34DEG 31MIN 54SDS E 39.57FT; S 09DEG 04MIN 56SDS E 437.99FT; TH S 18DEG 08MIN 02SDS W 141.63FT; TH S 40DEG 30MIN 15SDS W 132.59FT; TH S 27DE615MIN 46SDS E 13.00FT; TH S 51DEG O7MIN 19SDS E 66.19FT; TH S 29DEG 59MIN 58SOS E 83.51 FT TO THE TRUE POB EXC RIVERWALK 2ND ADD P.U.D. EXC RIVERWALK 4TH ADD P.U.D. NoGce: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended fa reference use only. Legal documents should be obtained from the appropriate agency. ~I I f-7 ,-%l:} "•-e I ~y+ 1~ ~ L ai C ~ g ' rr'° • ; d ~ ~ # ~ 4 ; ~ ~ ~ ~ . dL ~ j ~ k~9 , ~ •I 11 ' tF sy M~ ~ • ~ 7 1 ' ~ e` ` # ~ ~ ~ ~ r * ~ . ~ Y f f j ~ I. a 7 I le . ki r ~ . I 4 ~ ti .~*a1 y ~ . . . ~ i r . f 1 ri .f k 9 4M` ilil;6 1 ~ ~ tL- y i ~ • t y ~ ~..•_>t . . . ~ i ~ y If Ar . ~ ~ b v is } v ~ t ~r 7 i I y ~ ~ + . . t' 7~y • ~ e. F r J ~ y ~ L ~ ► - ~ ~ i . ✓ i ~ d f~ ~~L/ 7 ' ~ . Ati CI dl, . „ , ; +J' ~'c~SZQN'8g } .w ~ . ad or d Fy Sf , ~