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27648 DRAINAGE REPORT ADDENDUM REVISED , - D - DRAINAGE REPORT - ADDENDUM - REVISED for ShelleY Lake 4th Addition ~ - Spokane Valley, Washington - September 2005 ~ . Prepared by: Saywers Engineering 1 ' 327 W 8th Ave, Suite 240 Spokane. WA 99204 Ph 509-774-0300 Fax 509-774-0302 ~ This report has been prepared by the staff of Saywers Engineering under the direction of the undersigned , professional engineer whose seal and signature appear hereon. !Ac v V. 1 y ~a - OMCIA1.pUBt1C DOCiNW fJi~tti'. s afl_ 6212 "R'~ k pROJBCT # ~-~,~-~U b ST I V At ~G 2ti ~ e~~ # PROJECT BACKGROUND This addendum is to modify the Storm Water Drainage Report prepared by CLC Associates in April 2004. The area being revised is the onsite drainage Basin C, divided for analysis into basins C 1 and C2. The report addresses the comments provided by the City of Spokane Valley May 14, 2004. BASIN SUMMARY Storm water will be collected in detention ponds and infiltrated through drywells. Runoff from Basin C will be collected in the Pond C and discharged through two drywells. The basin area is , summarized in table 1. The impervious area includes rooftops that do not require treatment. Table 1. Post Developed Basin Summary Table Impervious Treatment 10-Yr Peak 50-Yr Peak Total Area Area Area Flow Flow Basin (ft2) (ft2) (ft2) (cfs) (cfs) C 1 ~ 94,892 ~ 459866 ~ 24,266 ~ 3.11 ~ 4.58 . C2 ~ 151,506 ~ 573,217 ~ 33,817 ~ 3.76 - 5.41 290,450 ~ 43,214 233,414 3.48 _ ~ . 5.03 Total ~ 5369848 ~ 146,297 ~ 81,497 9.60 . ~ 13.84 POND DESIGN Pond C has been designed to provide treatment and storage of runoff from portions of Shelley Lake 4`h Addition as well as the future Shelley Lake 5`h Addition. It is located in Tract B which has been set aside for drainage for the Shelley Lake Plat. The design of Pond C provides storage and treatment meeting the requirements of the City of Spokane Valley Ordinance 05-013. The pond is drained by two drywells with rim elevations of 2023.50, which is six inches above the bottom of the , pond. The 100-year storm has a total runoff volume of 25,171 ft3. The storage volume in the pond at elevation 2025.50 is 36,288 ft3, so the entire storm can be contained if necessary. Table 2. Pond Summary Table 05-013 Vol 05-013 Vol Bottom Area Bottom Max WSEL Min Berm R'd Prov'd ` Pond (ft2) Elevation (50-year) Elev (ft) C 11,097 2,023.00 2023.51 2,025.50 27120 51,833 PIPE CALCULATIONS Storm drainage piping was sized to convey the peak flows for the 10-year storm. The Rational Method was used to calculate the peak flows as this is more conservative than the SCS method. RIP RAP CALCULATIONS r Calculations for the design of rip rap pad at the pipe outlet have been included in the appendix and are summarized on the plans. - CONCLUSION The revisions to the drainage system for Shelley Lake 4`" Addition improve the overall function of ' the system and meet the requirements for approval by the City of Spokane Valley. J, . Dl~~' ppE~N A ~ ~ ~ ~ ~ ~ , _ 1 . ~ N p - B~~1 ~ . ~ Alk - - - - - - - •----'r • ~ T7 : IYl • - - ~ - ~ , GRAPHIC SCALE 3CALE ~ zo r-' ~ \ ~i , , ` ~ ~ ~'t r ~ ,1 ~ \ ~ ~ roo q eo ~ao a ~ ~ \ ~ ~ \ ` ~ ' ~ ~ ~ ~ . _ l ~ ~ \ ~ ~/1~ \ . . i . , . ~ ~ V - ~ - ~ 4 ~ ~ ~ ~ ~ _ .y-y _~n nfww~ ~ ~ ~ ` - '~`"i r.i,~1 ~y~O~~~\ ~ in sao~ I / 1 \ \ ~-~-r ` ~ ~ ) i ~ ~ • _ = ~ d . \ \ - ~ ~ ~ ~ ' ...r i1~`' t imon ~ 100 ) D !t 4 • \ ~ ,?0 1 _~s \ ~ ~ \ Y f . ~~r'~T ~a,r . _ ~ \ ~"'~'U'`l • _ ^r. ~ , \ -1.. ~ • ~ ~ . ' ` • \ \ . • ~y \ ` \ ` , f. ' ~ . / .ti~ ` ~ ~AJIN A ~ ' ~ , ~.J ~ ~ \ ~ ~ ~--r ~ ~ 5 1 _ ~ ' ~ , ~ - \ ~ \ ~ ~ ~ ; ~ , t . ' ) ~ ` `f • ~ ~ ? ~ I I ~ ~ ~ ~ \ - ' 2 ~ ~ , ~ 3 ~ , ~ ~ ~ ~ I ~ ~ \ ~ ~ ~ ~ ~ ~ ~l , r ~ t ~ ~ i \ / ~ l ASIN 1 \ ~ . ~ ~ ~ ~ , ~ ~ 1 ' ' 11 ` I~I ~ ~ 1 , ' ~ \ / 1 ~ ~ 3. 1 ~ 4 1 , f ~ ~ ~ 1 II . ~ ~ ~ , ~ ; - ~i1 2 ! I~ , ~ ~ , I I ~ N . ~ I + . ~ 3 I fi I ~ I I 6 , , \ ~ I . , ~ BASIN 2 4 i ~ ~ 1 ~ 1~ ~ ~ _ i . ~ I 1 ~ ~ C , - ~ 5 , 1 • r o A~N o L , l , ! . 1 ~ ~ ~ ~ , ~ \ ~ i ~ 1 , ~ , ( r ~ ~ ~ ~ I ~ ? ` 7 , a ~ ` ~r ~ ` C 1 ~ ~ ~ ~ / ~ \ \ ~ . ~ ~ l . , ~ ~ 8 1 ~ . _ _ o ~ i ~ - I I 2~, ~ ~ , _ , ~ g 1 , G _ s9 ~ \zo- o _ _ i _ ° ~ - I ~ ~ ~ Zo' ~ ~ ~ 11 > >8~ , ~ 1 1 . .f , ~ 14 ~OF► ~ - - ~ \ ` y ~ r C ~ ~ , \ , ~ 2G19 / _ _ \ ~ I 1 ~ . / r r ~ ( ~ ? / 1., . ~ ~ q ( , r ~ ~ J r I~ ~ • 6 - / ~ 31 ~ ~ Il + ~ ~ , ~ , \ ~ / ~ 1 0~ 1_ \ + ~ , ~.1 ~ \ ~ i t l - ~ 2 ! / ~ - ~ ~ A \ ~ / i , ~ 8 SIN D .3 , , , / / . ~ . • ~ ~ ; ~ I , ~ ~ _ , , I r > > ► ~ PA ~ f L ~ . ~ ~ , ~ > / ~ , ~ ! ~ 4 i , 3 i , ~ 2 5 , r 2 ~ - 1 ~ , ~ 16 r o 2 67 ~ ~ I ~2 _ ~ 4 ' / l zc sa- N N N r , 1 ~ ~ a r , 1 . ~ \ ~ •2 69- ` ~ U u~ ~ zo ~ o o P AT B4UND RY zo~ ` w w 7 , ~ N N \ ! ~ , • ~ ` _ • \ 1 V . , ,1 ~ I - ~ ,r~-.._.. . , . ~ _ . r 1 ~ • ~ ~o ~ ! • . , ~ f . . / ~ ~ ~ ~ f \ 1 ~ + . ~ ~ y~ I ~ / r 1 . .i ` ! ~Z ~ 1 ' 1 ~ , ~ Ei . ~ , V 1 , a ~ ~ / r / ~ ~ ~PO a 1 i , , / a ~ / ~ ~ s 1 ~ K I .t - ~ ~ , 1 N o' ~ ~ \ i ~ \ ~ / . ~ u ,s ~ ~ N ~ / v 0 0 ~ • , ~ ~ r 1 . ao ~ ~ ~o~~~~ o i~ J % ~ - - Ar ~ o ~ ~ ! ~ a ~ ~ ~ ~ N ON 1 . / ~ . pU, \ / 1 F ~ \ ~ I ~ . ~ \ ~ ~ c ~ - ~ . . \ ; ~ 1'U , 1 1 1 . . \ I ~ -,.~r ~ R 1 - N C ~ , . ~ ~ o ~ \ \ , l~ I ~ / . . \ , NN ~ ~ I ` I I 1. i \ ~ ~ o \ NK ,~a~ ~ ~ \ f ~ . , - . P 1 ~ ~ S ~ ~ ~ ~ ~ ~ ~ ~ q ~ ~l i f 4' ~ ~ _ ~ ~ f . ~ I , ~ ~ ~ was / E 1 a ~ , ~ ~ / . / ~ 1 ~ ~ ~ o o .1 1 \ ~ . / . ~ _ ~ N cv Q , I / , u~ ak ~ ~ I r ~ ~ \ ~ t C ~ \ ~ ~ J ~t ~ t~ ' ~ ! 1 J~ ~ ~ ~ ~ i ~ / N N o Q ~ ~ . ~ p 1 \ ~ v o 1 / c~~ • 7 ~ I t ' I N N ~ ~n . Z t ~ ! / ~ ~ ~ ~ N N ~ ~ r s p~ t G ~ + I \ . LANE ~ A (PRI ATE) ~ , / , I ~ ~ ~~~i a ~ ~ ~ ~ / ~ , ~ ~ -0 ~ , N ~ ~ ; / l r ~ 1 _ ~ ~ ~ ~ ~ , / 1 : 4l • ~ ~ ~ t ~ ~ ~ ~ ~ • ~ ~ i ~ l ~ ! ~ 2 , ~ , , ~ / O 36212 ~ ti ~I ~ ~ 'P 0 ' c ~o ~o ~ , ~ \ ~ / , ~ ~ / ; f ~ . \ , . \ cr a~ r a~ ~ , J ~ , ~ STE N ~ o \ ~ , ti , ~ P i \ ~ ~ . ~ , , S' N \ ~ ~ , ~ I . I ~ , ~ ~ , > , 1 f~ S ~ , ~ 1 i l. / l 0 ~ 1 0 , ~ ~ NAl I ~ ~ , ~ 1 . ~ \ \ , i ; o ; . ~ ~ ~ ~ \ 1 / ! 1 , ► ~ t ~ ` ~ , i . r o I 30 ~ ~ ` - i r , r ~ j \ M i,, , n~ ~ . I1 ~ ~ i , . . , , ~ ~ ~ , ~ ~ , EXPIRES 5 18 06 r; , - i 1 , 1~, 1;1t!!,!~ Z I I 1 ~ . 1 t L ~ . , r . DRAV~N Y: • JO B GLA B NAM . E POST DEVELOPED BASIN MAP CHEC~KED BY. Jf ~ ~ SHELLEY LAKE 4T~1 ADDlTION LOCATI N. 0 I ~ nw~f o~ cor~co~rnAna~ Rou~ QQQ DATE: 9 12 2005 " r~~' J SCALE: 1 BASIN 8UN ' 827 W Sth Aw 8ul~e 240 = ~ ~ ~ @ DARY „1, i, ~ . .l l~ s wA e~2o{ ' - - - - ~ - - - - - - • : ; . 1~~f (609) T,4-0900 - - - , - -(1 CCI` D.I ~T~.n A-~ - -nr~-~_,._,_._.._ . ' 0 . tj CI~IT ~ ~ - . ~ , ~ ~ , , , - , ~ ~ ~ ~ ~ ~i s s C\j~ A , ~ ~ Q S ~~nklin d ~ N wa y ~ n ~ o C30L ~ l+~ P d~bIo I ~ U ~p 1 Z z . C5 ~ ~ ~ p a~sa way > J s ~ u1 ajoaW S - > . 1 . 4 a s a ~ d' . . ) S Centur-Y Rc~ Q s ' unn~lins S~ a 4 Jt M . ~ ~ d s ~ S Ne'Ner - ~ ~ Newer ~ co P4ST-DEVELOPED ~ HYDROLOGIC CALCULATIONS . , . ~ . ~ ~ ~ 1 a ~ ~ . x+ , Basin C ~ . ~ . Pond C . i . . Basin D L~~ Orainage Diagram for Post Developed c and d , SubCatr Reach ~Dh ~ Prepared by Saywers Engineering 9/14/2005 HydroCADGa17.10 s/n 003380 O 2005 HydroCAD Soflware Solutions lLC i Post Developed c and d Type ll 24-hr 10-year Rainfall=2.10" Prepared by Saywers Engineering Page 2 HydroCAD@) 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9114/2005 Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 S: Basin D Runoff Area=290;450 sf Runoff Depth=0.21" , Flow Length=300' Tc=28.4 min CN=67 RunofF-0.59 cfs 4,981 cf Subcatchment 2S: Basin C Runoff Area=246,398 sf Runoff Depth=0.47" Flow Length=835' Tc=29.3 min CN=76 Runoff=1.91 cfs 9,570 cf ~ Total Runoff Area = 536,848 sf Runoff Volume =14,551 cf Average Runoff Depth = 0.33" ~ r Post Developed c and d Type 1124-hr 50-year Rainfa11=2.40" Prepared by Saywers Engineering Page 3 HydroCAD4 7.10 s/n 003380 O 2005 HydroCAD SoRware Solutions LLC 9/14/2005, ~ Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points " Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 S: Basin D Runoff Area=290,450 sf Runoff Depth=0.32" _ Flow Length=300' Tc=28.4 min CN=67 Runoff=1.16 cfs 7,643 cf Subcatchment 2S• Basin C Runoff Area=246,398 sf Runoff Depth=0.63" ~ Flow Length=835' Tc=29.3 min CN=76 Runoff=2.78 cfs 13,035 cf , Total Runoff Area = 536,848 sf Runoff Volume = 20,678 cf Average Runoff Depth = 0.46" ~ ~ - . Post Developed c and d Type 1124-hr 100-year Rainfa11=2.60" - Prepared by Saywers Engineering Page 4 HVdroCADO 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9/14/2005 Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS . Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Basin D Runoff Area=290,450 sf Runoff Depth=0.40" Flow Length=300' Tc=28.4 min CN=67 Runoff=1.62 cfs 9,652 cf Subcatchment 2S: Basin C Runoff Area=246,398 sf Runoff Depth=0.76" Flow Length=835' Tc=29.3 min CN=76 Runoff=3.41 cfs 15,520 cf Total Runoff Area = 536,848 sf Runoff Volume = 25,171 cf Average Runoff Depth = 0.56" ~ ~ ~Post Developed c and d _ Type ll 24-hr 1 D-year RainfaN=2.10" Prepared by Saywers Engineering Page 5 HydroCADO 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 911412005 : Pond C: Pond C Inflow Area,= 536,848 sf, Inflow Depth = 0.33" for 10-year event Inflow = 2.48 cfs @ 12.29 hrs. Volume= 14,551 cf Outflow = 0.65 cfs @ 13.21 hrs, Volume= 8,669 cf, Atten= 74%, Lag= 55.0 min Primary = 0.65 cfs @ 13.21 hrs, Volume= 8,669 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 2,023.50' @ 13.21 hrs Surf.Area= 12,442 sf Storage= 5,923 cf Plug-Flow detention time= 266.7 min calculated for 8,669 cf (60% of inflow) Center-of-Mass det. time= 119.9 min ( 1,042.8 - 922.9 ) Volume Invert Avail.Storaqe Storage Description _ #1 2,023.00' 45,706 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cUbic-feet) 2,023.00 11,097 0 0 2,024.00 13,769 12,433 12,433 2,025.00 16,597 15,183 27,616 2,026.00 19,583 18,090 45,706 Device Routinq Invert Outlet Devices #1 Primary 2,023.50' . 1.00 cfs Exfiltration X 2.00 when above invert ` rimary OutFlow Max=2.00 cfs @ 13.21 hrs HW=2,023.50' (Free Discharge) 1=ExfiItration (Exfiltration Controls 2.00 cfs) Post Developed c and d Type 1124-hr 10 year Rainfa11=2.10" Prepared by Saywers Engineering Page 6 HydroCADO 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9/14/2005 ~ Pond C: Pond C Hydrograph ~ 1 1 ~ + 1 I 1 1 r . 1 I t f i ~ f i i 1 . ` + Y 1 7 . ~ ~ . 1 I i ~ ! I i~ 3 I I t I ~ i,1 ! 1 1 0 ~ I 1 9 1 i i 1 4 i ~ i ~ ~ ~ I i ~ i i i I ~ i ; ar.i ~ nflOw ~ 0 Primary ( 1 E 1 1 i I 1 ! i 1 1 I 1 F i 1 1 I 1 I i I I ! 1 k 1 1 I 1 E ~ 1 1 I I 1 1016 dvM I o ~A~rg~=53§,{84Q I$f 3 1 ! 3 1 1 ! I 1 1 ! I i ! 3 1 1 3 ! i t I 3 I ! I I 1 I t 1 f ! 1 1 1 ! I ~ I 1 I 1 ' t 1 I ! 1 I ~ 1 _i- 4t.._~. A ..t-1--L..~..~~_..t_.1...._1. i 2 1 1 1 1 F t 1 ~ I I ! f j 1 1 i I 1 I I 1 ! : I 1 i 1 S 1 1 I ~ J I 1 ~ 1 I I 6 I I f I I 1 I I 1 ! 1 ! I 1 c 2- j~ 1 ( i 8 I I 3 7 t i ~ I 3 1 { { ~ ~ 1 ~~to'ra~e Y~~~ \If I 1 I ! I 1 + I 1 1 I . i ~ 1 ~ i 1 i 3 1 t ~ ~ e ! 1 ~ ~ } I i ~ E i { 1 1 t ~ 1 ' I 1 1 I 7 1 I ~ 1 I i 1 1 e I ~ F . I ! ' 1 1 1 . i i i 1 ~ • i 1 1 I I 1 t t I 1€ I i[ + I i i a t S~ I~ E i 3, ~ i~ 1 I~. ^ I 1 i E ! 1 E f E i I I I i I I ' I 1 ' i I i i ~ t i 1 I I 1 ' ~ 1 I 1 I ! 3 I 1 ! { i F 1 1 I 1 I 3 1 i 1 I I I I F 9 I ~ I I F f i 1 3 ! ~ ~ I 1 E E I I ! f f ~ r i i i 9 ~ a + i 1 1 + F ..E 1_ ! i 1 I 1 1 I 1 ! I 4~ sf 1 J1 1 1 I 1 t 1 1 ~ i 1 3 ! I I ! I 1 ~ l~ _ I_ _ J ~ L _ L ._i.. ~.I- J _ J _ .F.....4 _ L _ .°i-. _.1- _I t. _ L _ ~ ~ i 1 1 l I I 1 1 1 E I E I 1 ! 1 1 I t ~ i I 1 1 I I 3Y 1 I ! t . 1 I 1 1 1 i I 1 ~ 1 I ~ I 1 f I I ! f I I { ~ 1 I . I 1 I i 1 ' 1 ! ! ! I { 1 I 3 . i I { 1 i i 1 I i I I 1 1 1 1 I 1 i I i i i I! ~ t ~ i a s t E f~ t t i I t 1 i i t!! 1 I 3 i I 1 I 1 i ! 1 1 3 ~ O•~~ I ! F 1 1 ~ 1 I i i 1 I ! I I 1 1 I 1 I I ' ~ I 1 1 i 1 I i r p a I ! I 1 I 1 1 ~ i i I I ~ ; I I 1 t f 1 l I I f 1 ( 1 ! F I ! 3 f I I 1 I 1 I 1 I I ~ ~ I I I t i ~ i ! i i t t { ~ 1 i i t t 1 1 f t I ! I I i t 1 1 . ~ 1 ~ i t I 1 t i i 1 I I i e t i 1 € I ~ ~ i ~ I E i t , I 1 ~ ~ 1 f ! 1 ! ! ! 1 1 I I 1 ~ E ! I 1 i ! I - • . . • . . ~ . , ~ 0 , i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) ~ Pond C: Pond C Stage-Area-Storage SurfacelNprizontallWetted Area (sq-ft) 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 ■ Surface ~ ~ StOf8g8 1 1 F i ! 1 D 1 1 I I i t 1 1 3 ~ 1 1 I 1 I 1 ~ ~ 1 I 1 ! i t I ~ 1 1 2,026 i i ~ 1 I 1 I k { ~ 1 I 1 ~ I 1 i ~ t i ~ t ! F 1 I I I 1 F ~ 7 i i i t 1 I E i c 1 1 1 f ~ g ~ ~ . << ~ i t 1 1 ; 1 I . i 1 t i i: i 1 1 I 1 1. I 1 E I 1 1 { _ i f i I 1 ! 1 3 ! f I 1 9 3 I 1 ~ 1 I i ! 1 1 I I ! 6 ~ I _ ~ . _ _ _ - y f' _ Y _ _ e~,... ...t... ~ ~ t.. y ~ _ ~ _ ` ""Y--r- -r• ~ ' 3 { 1 1 . 1 6 t I F i 7 • ! ! L I I 1 I 1 I 1 3 I f f i 1 • 2,On.LJ- i E 1 I I i ~ l 1 i 1 ~ 1 ~ 1 ~ l I I I 1 I 1 1 I ! 3 7 1 i ( 1 1 I I 1 f 1 { ~ i ( { i ( i I 1 I ! 1 I! 1 1 I ! ~ i I E i i ( v ' 1 t ~ 1 1 1 F 1 I I ~ 1 0 G~ ► 1 ~ a 3 i t t f ~ ~ e r ~ « . W t F i i i I 1 1 I E l I i I 1 1 2,024 ? i 1 1 i I 1 ! 1 I 1 e i i: i E I i t ~ ! . f D 1 - 3 I 1 1 I F i . t 1 B i ! ~ ! 1 . 1 ! I 1 t I i • I i E 1 + 1 1 3 1 1 ~ I i I ' / • . / 2.023-T 0 5,000 10,000 15,400 20,000 25,000 30,000 35,000 40,000 45,000 Storage (cubic-feet) ~ - - Post Developed c and d Type 11 24 hr 10 year Ramfall- -2.10n Prepared by Saywers Engineering Page 7 HVdroCADO 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9/14/2005 ~ Stage-Area-Storage for Pond C: Pond C Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 2,023.00 11,097 0 2,025.65 18,538 39,035 2,023.05 11,231 558 2,025.70 18,687 39,965 2,023.10 11,364 1,123 2,025.75 18,837 40,904 2,023.15 11,498 1,695 2,025.80 18,986 41,849 2,023.20 11,631 2,273 2,025.85 19,135 42,802 2,023.25 11,765 2,858 2,025.90 19,284 43,763 2,023.30 11,899 3,449 2,025.95 19,434 44,731 - 2,023.35 12,032 4,048 2,026.00 19,583 45,706 2,023.40 12,166 4,653 2,023.45 12,299 5,264 2,023.50 12,433 5,883 - 2,023.55 12,567 6,507 2,023.60 12,700 7,139 2,023.65 12,834 7,778 2,023.70 12,967 8,423 4 2,023.75 13,101 9,074 2,023.80 13,235 9,733 2,023.85 13,368 10,398 2,023.90 13,502 11,069 2,023.95 13,635 11,748 2,024.00 13,769 12,433 2,024.05 13,910 13,125 2,024.10 14,052 13,824 2,024.15 14,193 14,530 2,024.20 14,335 15,243 2,024.25 14,476 15,964 2,024.30 14,617 16,691 2,024.35 14,759 17,425 2,024.40 14,900 18,167 2,024.45 15,042 18,915 2,024.50 15,183 19,671 2,024.55 15,324 20,434 , 2,024.60 15,466 21,203 2,024.65 15,607 21,980 2,024.70 15,749 22,764 2,024.75 15,890 23,555 2,024.80 16,031 24,353 2,024.85 16,173 25,158 2,024.90 16,314 25,970 2,024.95 16,456 26,790 2,025.00 16,597 27,616 . 2,025.05 16,746 28,450 2,025.10 16,896 29,291 2,025.15 17,045 30,139 2,025.20 17,194 30,995 2,025.25 17,344 31,859 _ 2,025.30 17,493 32,729 2,025.35 17,642 33,608 . 2,025.40 17,791 34,494 2,025.45 17,941 35,387 ' _ 2,025.50 18,090 36,288 2,025.55 18,239 37,196 . 2,025.60 18,389 38,112 . ~ _ _ Post Developed c and d Type 1124-hr 50 year Ramfal!-2.40n Prepared by Saywers Engineering Page 8 HydroCADM 7.10 s!n 003380 O 2005 HydroCAD Software Solutions LLC 9/14/2005 ~ Pond C: Pond C Inflow Area = 536,848 sf, Inflow Depth = 0.46" for 50-year event Inflow = 3.92 cfs @ 12.28 hrs, Volume= 20,678 cf Outflow = 2.00 cfs @ 12.55 hrs, Volume= 14,795 cf, Atten= 49%, Lag= 16.3 min Primary = 2.00 cfs @ 12.55 hrs, Volume= 14,795 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 2,023.51' @ 12.63 hrs Surf.Area= 12,471 sf Storage= 6,060 cf Plug-Flow detention time= 185.8 min calculated for 14,795 cf (72% of inflow) Center-of-Mass det. time= 70.1 min ( 979.6 - 909.5 ) Volume Invert Avail.Storaqe Storaqe Description #1 2,023.00' 45,706 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store . (feet) (sq-ft) (cubic-feet) (cubic-feet), -2,023.00 11,097 0 0 . . 2,024.00 . 13,769 12,433 12,433 . 2,025.00 16,597 15,183 27,616 2,026.00 19,583 18,090 45,706 Device Routinq Invert Outlet Devices #1 Primary 2,023.50' 1.00 cfs Exfiltration X 2.00 when above invert erimary OutFlow Max=2.00 cfs @ 12.55 hrs HW=2,023.51' (Free Discharge) 'L1=ExfiItration (Exfiltration Controls 2.00 cfs) ~ - Post Developed c and d Type ll 24-hr 50-year Rainfa11=2.40" Prepared by Saywers Engineering - Page 9 HydroCADO 7.10 s/n 003380 O 2005 HXdroCAD Software Solutions LLC 9114/2005 ~ Pond C: Pond C Hydrograph / 1 I i 1 I f ~ ~ i ' f 1 I 1 1 ~ I I E I I 1 I t 1 I I 1 I ! ' i t I ! i I I t I I t 3 t i I 1 1 3 I 1 I i I i t i 0 1nflow _ i _ -l _ .i _ a - • .92 cfs ry.' ~.13 ■ Prima 4 Inflb~v :Arga=53E ~,848 $f 1 I ~ ~ 1 1 i I ~ ~ E i E ~ ~ 1 I ! . f i I 1 3 ~ 61 I 1 1 F 1 • ~ i 1 1 I I ! 1 1 E 3 1 I I I ' i 1 I 3 1 I/~ 1 1AA 1AA 1!!~ I 1 1 I a ~ 7 1 I I i ~ t i 6 t t I 1 ~ 'PQ~~f ~ 1 3 1 i ~ ! I E S I ~ I ! I I 1 ~ ~R I~~r ~ ~`V■ ~ ~ ~--~--3-!-1-LJ 1_1.t_t_9_J_J_1_:_L _l._I-J-J -1-L - L - ~ TI I i 1 1 I I i H I ~ i i I 1 1 i ! 1 ! I ' ~ Sto~a~ ~e=6,060 cf , 3 i~ i i i i i i - ~ ~ I 3 1 I 1 I I 1 1 1 I 3 E I I I 1 f t 1 ~ I I I t 1 1 f 3 I 1 I I ~ 3 1 I € 1 t i I i i ! t ! I E I ~ ~ i 1 I I i ~ ~ i 3 ~ t i ^ { ~ I { 1 I . 1 i I 1 1 I i I ~ t I 1 f I I F 1 1 I I I i ~ ! I t i I _t i I ~ i ~ ! I i ~ o f 9 ~ ~ ~ ~ i 6 I t i i 1 ! I I < < ~ I ~ ,__.F..T_~ ~~--3 __~_1_T_~._.I_T_Tz _r _r_ i ~ 3 E ! t I i 3 1 1 1 i i i 1 I 1 I E i I I ( 0 2- 1 ! j ( ~ 1 I 1 I t i 3 ! 1 1 I i . t 1 I ! I f 1 1 i ~ I 1 1L I i i I 1 I 1 f I I I I 1 I ! ' ' ~ 1 I ! E e i 1 3 1 i 1 ~ ~ i I ~ ! I i E I I I 1 1 1 ~ i . E i I 1 ! ~ i 1 1 1 I 1 I i 1 [ I I 1 1 ' i F I I 1 I 1 1 ' E ~ ! i ! i E ! 1 1 I 1 1 I i i ~._+__i_..~_~_r_. _•--r-~- -r°r°i--~-ti_~-: _r-~-r-~-ti-~_i_r._h.-~--~-~_ ,_+_F_ 1 ! I F ~ ~ ~ 1 i i ~ i 1 E I 1 I I 1 ! 6 I I f I ! . . ~ i f ~ F 3 i i ~ I ! I 3 1 ' 1 F 1 1 1 I i 7 1 I ! ' I 9 ~ t i 1 6 3 i 1 I I i + E I i I I E 3 I 1 1 i 3 t E I I 1 1 1 1 • i ~ i t ! I ~ I ~ t t 1 t E i 3 ~ 1 E t . ~ I I 1 i I ~ 1 ~ ~ 1 I i i . I . ! 1 1 1 f i . i I 1 I 1 1 1 ~ 1 1 1 1 1 I 1 1 I F f 1 ~ I I I i 1 I . ~ ! 1 I I f I 1 1 I 1 I 1 I r O "1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) ~ Pond C: Pond C Stage•Area-Storage « Surface/HorizontalNVetted Area (sq-ft) 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 ■ Surface ■ Storage 2,026 I I 1 1 t i E I I { ! I E 1 1 11 I i E 1 i t ~ 1 i 1 1 i ~1 I i I 1 . 3 1 I I I I 1 I 1 1 i! 1! I I v ~ ( I ! 1 I 1 ! I 11 3 i 1 I ! 1 I 1 I I I I 1 d! i i 1 1 ~ I I I I t I I 1 I ( ____..~"~_e.......K-~-----s---i_.~_'_ . --i--- . --~t-'-'~° . --r---r 3! i i i 1 3 i I i I [ t . 1 1 2,025 i~ I 1 ! 1 I ~ 1 E ~ 1 c 1 1 1 ~ I I { E I I I E I ~ E I ~ I ~ ~ v ~ t I I 1 I I E 1 ; E I ~ I 7 1 ! I t I 1 7 ( I 1 I ! I 4 ~ 11 i i ! ~ E 1 . ! 1 3 I E i t f ' 0 I i i i 1 t . I I 1 . 1 i 1 ~ ~ 1 1 E 6 i i y 1 I v ! t 1 ~ t _ ' ~ ..1 _1 e. ..1 i t ~ I 1 ! S 1 1 I 1 I I ~ 1 { 1 ~ W 2,024-' ~ ~ • ; ~ ~ ~ ~ ~ ~ : ~ ~ ~ I I ~ 1 I 1 I ~ t ~ t ~ i ~ ~ ~I 1! i 3 I 1 : f 1 I I i ' 1 ! ~ I 1 I I ~ i I ~ ! 1 1 I 1 i I 1 ~ E i I I I I ( E ! I I 1 ! 1 1 I i t ! 1 1 I i I t 1 1 ! 1 1 1 { 1 ! ~ ~ ~ a 3 1 I ~ I i I 1 1 f ~ 1 t 1 ~ i i 2,023 t^'r"~"T+". . " • ` . , • , , . 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 40,000 45,000 Storage (cubic-feet) • ~ Post Developed c and d Type I! 24-hr 50-year Rainfa!l=2.40" Prepared by Saywers Engineering Page 10 HydroCADO 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9/14I2005 Stage-Area-Storage for Pond C: Pond C Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubio-feet) 2,023.00. 11,097 0 2,025.65 18,538 39,035 2,023.05 11,231 558 2,025.70 18,687 39,965 2,023.10 11,364 1,123 2,025.75 18,837 40,904 . 2,023.15 11,498 1,695 2,025.80 18,986 .41,849 2,023.20 11,631 2,273 2,025.85 19,135 42,802 2,023.25 11,765 2,858 2,025.90 19,284 43,763 2,023.30 11,899 3,449 2,025.95 19,434 44,731 2,023.35 12,032 4,048 2,026.00 19,583 45,706 - 2,023.40 12,166 4,653 2,023.45 12,299 5,264 2,023.54 12,433 5,883 2,023.55 12,567 6,507 2,023.60 12,700 7,139 2,023.65 12,834 7,778 2,023.70 12,967 8,423 2,023.75 13,101 9,074 , 2,023.80 13,235 9,733 2,023.85 13,368 10,398 2,023.90 13,502 11,069 2,023.95 13,635 11,748 2,024.00 13,769 12,433 2,024.05 13,910 13,125 2,024.10 14,052 13,824 2,024.15 14,193 14,530 - 2,024.20 14,335 15,243 2,024.25 14,476 15,964 2,024.30 14,617 16,691 2,024.35 14,759 17,425 2,024.40 14,900 18,167 2,024.45 15,042 18,915 . 2,024.50 15,183 ' 19,671 2,024.55 15,324 20,434 2,024.60 15,466 21,203 2,024.65 15,607 21,980 2,024.70 15,749 22,764 2,024.75 15,890 23,555 2,024.80 16,031 24,353 2,024.85 16,173 25,158 2,024.90 16,314 25,970 . 2,024.95 16,456 26,790 2,025.00 - 16,597 27,616 - 2,025.05 16,746 28,450 2,025.10 16,896 29,291 2,025.15 17,045 30,139 2,025.20. 17,194 30,995 - 2,025.25 17,344 31,859 2,025.30 17,493 32,729 - 2,025.35 17,642 33,608 2,025.40 17,791 34,494 2,025.45 17,941 35,387 2,025.50 18,090 36,288 2,025.55 18,239 37,196 - 2,025.60 18,389 38,112 . Post Developed c and d Type ll 24-hr 100-year RainfaN=2.60" Prepared by Saywers Engineering Page 11 HvdroCADO 7.10 sM 003380 O 2005 HVdroCAD Software Solutions LLC 9/14/2005 Pond C: Pond C Inflow Area = 536,848 sf, Inflow Depth = 0.56" for 100-year event Inflow = 5.02 cfs @ 12.27 hrs. Volume= 25,171 cf Outflow = 2.00 cfs @ 12.45 hrs, Volume= 19,289 cf, Atten= 60%, Lag= 10.7 min Primary = 2.00 cfs @ 12.45 hrs, Volume= 19,289 cf Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 2,023.60' @ 12.73 hrs Surf.Area= 12,698 sf Storage= 7,129 cf Plug-Flow detention time= 155.2 min calculated for 19,289 cf (77% of inflow) Center-of-Mass det. time= 55.0 min ( 957.4 - 902.4 ) Volume Invert Avail.StoraQe Storaqe Description #1 2,023.00' 45,706 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 2,023.00 11,097 0 0 2,024.00 13,769 12,433 12,433 2,025.00 16,597 15,183 27,616 , 2,026.00 19,583 18,090 45,706 ' Device Routinq Invert Outlet Devices #1 Primary 2,023.50' 1.00 cfs ExfiItration X 2.00 when above invert Primary OutFlow Max=2.00 cfs @ 12.45 hrs HW=2,023.54' (Free Discharge) L1=ExfiItration (Exfiltration Controls 2.00 cfs) ~ . . Post Developed c and d Type ll 24-hr 100-year Rainfa11=2.60" Prepared by Saywers Engineering Page 12 HydroCAD4 7.10 s/n 003380 O 2005 HvdroCAD Software Solutions -LLC 9114/2005 Pond C: Pond C Hydrograph I t a i 1 t i I i t t! 1 I i~!~ I I~ 3~ I I 9 i i i I 1 1 F 1 1 ~ T_~t ` 1 , I 1 I 3 I I I ! E ! I 1 ! 3 1 I 1 I i I I ~ ■ Inflow i j I f i ~ ~ ~`G + ~ I I ~ ~ . T _ i' C r- - r ° i - --3 _ 4-4 _ r t° , - : - r - r -1r 1-4- z ■ Prima ° r - r - rY I 1 ~ : 4 i I 1 t i 1 I 1 ~ f i 1 ~ ~ I ~j I 1 I I I i 3 ~ I ! I E 1 1 1 I 3 1 I 3 i ! I i ' 1 1 1 ' 1 I ~ 7 ~ t I i I 1 I t ( E ! I I E I I I ( , I_s _~W._~....~._J_1-L_ ! 1 3 1 I i E 1 ~ 1 1 3 i I I I ! . i 1 ! ! f I I I i I I t ~ I I I ~ i 1 ! i t ! f 1 i f f I 1 1 ! F i I i I . , , s e ~ , Sto'ra~ de=7, ~1 ?9 cf ~ 4 , ~ e ~ 1 1 i . ~ I 1 I . F 1 I i 3 3 I I I 1 ! 1 1 1 i } ! 1 f ~ 1 1 I I E i 1 1 I 1 7 1 I f i - i I I . E I i i 1 f i 1 I ~ ...I - ~ . _ 9. -I- -E- Y' ~ C' ^ r.. '"i' _ i... ~ ~ . • M t' E_. .y... _ T _ .E. r...... r. _ y _ ~ _ _ P _ r. ^ . ~ y I 41 ! . i ~ I 1 f F I 1 1 i t I ! ! ~ 3 i 1 1 1 1 I 1 I I . ! I 1 ~ 3 ~ I 3 i ~ 1 I 1 9 1 1 1 E i ~ 1 1 e i 1 1 I i i 1 1 1 ~ ~ ~ I "r ~ ~ i 1 I I I i 3 1 i I ~ 1 1 I I 1 I I I I E i I ! 1 I I I 1 I 3 7 1 i I ~ I i. 1 3 I i 1 1 1 I 3 1 ! I ! I ~ I 1 a I I 1 ! 1 I O ~ 1_ ~ _o ~ a 1 1 I I t 1 I ' t I f 1 I I I I 1 1 i t .1 - i ----L--°----------- ~L ~ I I E i I t p~ 1 1 I I 1 1 I ~ 1 1 i 1 1 i 1 1 I I I 1 1 I I ~ I 1 { i I ! I~~iOO C~ I 'F ! 1 1 1 I ~ I I f i I I I I E I I I 1 I 1 t I 1 ~ 1 1 I ~ t i L I 1 3 1 I 1 ! 3 E 1 1 l 3 t i I I I I 1 1 2 1 I 1 I 1 1 1 ~ I 1 1 I I I 1 1 I . t I 1 I ~ ~ I I 1 I i I ! I ! I 3 I ~ I i I F 1 t • 3 1 I i F 1 I I F t 1 1 1 t I 1 I 1_ _ I ~ ..3 _ _ 'Y e _ I_ _I ~ _ p.. _ E _ -I _ y ~ •t ~ • _ . _ _ i~. ~I ~ 't - y _ t. ~ 1~ _I_ _I _ i _ .4 _ Y _ _ - i ~ ~ ~ ~ 1 E ! 3 ! I i I I ! i i 1 I t i I 1 I 3 i ! I I 1 3 t [ 1 ~ } ~ i ~ ~ t I 1 I 1 I I i I i ! 1 ~ 1 1 I F 1 I I I t ; f 1 t 1 I i t 1 I [ I i I I ! I 1 . 1 ! 1 I I i t i Q ~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 38 Time (hours) ' Pond C: Pond C Stage-Area-Storage • - SurfacelHorizontallWetted Area (sq-ft) 0 2,000 4,000 6,004 8,000 10,000 12,000 14,000 16,000 18,000 ■ Surface , ■ Storage N i~ • ~ ~ E ~ ~ ~ ~ ; ~ ~ ~ ~ ~ 2,026 7! 1 1 1 I E 1 I k f 1 1 ~ _ ~ I i E 1 1 i 1 i I ! ! 1 1 I I ! 1 ~ i E 1 1 1 ! i 1 E 1 i I ( ~ i t I t E i i i [ I 1 1 E E E 1 ~ i ~ I t t t > > { 1 3 1 ~ 1 ' ~ E i I 7 1 I I 1 I ~ I 1 f f ~ ~ ~ 6 3 i 1 1 f 1 1 I I 1 ~ I 2,025 I I 1 I ~ 1 3 I 1 i i I 1 7 1 I 3 3 7 E 1 I t t 1 I I 1 I I I ~ j ~ i E ~ 1 I t 1 1 I { 1 { 1 1 C I I i I 1 I 1 I 1 1 E 1 1 1 i 1 1 O i i I I ~ ~ i ! I 1 E ~ i 1 s• 1 ~ _ i ' _i - " , _ T n _ _ _ r ~ _ - ~ W 2,024- 1 I 1 I 1 I + . I I F i I ! E 1 ' I 1 ~ I 1 I . I l I 1 1 ~ I E 1 1 ~ ! i . i i i I ! I i . i I ! 3 k f f ( ! I I ~ t ~ ~ ~ ~ 1 , I f I I I 1 1 1 ~ i ! ~ 1 1 I! I I 1 ! ~ I 1 i 1 f 1 ~ ( ~ . ~ 'l • ' ~ ' 2,023 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 40,000 45,000 Storage (cubic-feet) _ Post Developed c and d Type 1124-hr 100-year Rainfa11=2.60" Prepared by Saywers Engineering Page 13 HydroCAD4 7.10 s/n 003380 O 2005 HydroCAD Software Solutions LLC 9/14/2005 - Stage-Area-Storage for Pond C: Pond C Elevation Surface Storage Elevation Surface Storage (feet) (sq-ft) (cubic-feet) (feet) (sq-ft) (cubic-feet) 2,023.00 11,097 0 2,025.65 18,538 39,035 2,023.05 • 11,231 558 2,425.70 18,687 39,965 2,023.10 11,384 1,123 2,025.75 18,837 40,904 2,023.15 11,498 1,695 2,025.80 18,986 41,849 2,023.20 11,631 2,273 2,025.85 19,135 42,802 2,023.25 11,765 2,858 2,025.90 19;284 43,763 2,023.30 11,899 3,449 2,025.95 19,434 44,731 2,023.35 12,432 4,048 2,026.00 19,583 45,706 2,023.40 12,166 4,653 2,023.45 12,299 5,264 2,023.50 12,433 ' 5,883 2,023.55 12,567 6,507 2,023.60 12,700 7,139 2,023.65 12,834 7,778 2,023.70 12,967 8,423 . . 2,023.75 13,101 9,074 2,023.80 13,235 9,733 2,023.85 13,368 10,398 2,023.90 13,502 11,069 2,023.95 13,635 11,748 2,024.00 13,769 12,433 2,024.05 13,910 13,125 2,024.10 14,052 13,824 2,024.15 14,193 14,530 ' 2,024.20 14,335 15,243 2,024.25 14,476 15,964 2,024.30 14,617 16,691 2,024.35 . 14,759 17,425 2, 024.40 14,900 18,167 2,024.45 .15,042 18,915 2,024.50 15,183 19,671 2,024.55 15,324 20,434 2,024.60 15,466 21,203 ~ 2,024.65 15,607 21,980 2,024.70 15,749 22,764 2,024.75 15,890 23,555 2,024.80 16,031 24,353 . 2,024.85 16,173 25,158 2,024.90 16,314 25,970 2,024.95 16,456 26,790 2,025.00 16,597 27,616 2,025.05 16,746 28,450 2,025.10 16,896 29,291 2,025.15 17,045 30,139 2,025.20 17,194 30,995 2,025.25 17,344 31,859 2,025.30 17,493 32,729 2,025.35 17,642 33,608 2,025.40 17,791 34,494 2,025.45 17,941 35,387 2,025.50 18,090 36,288 2,025.55 18,239 37,196 2,025.60 18,389 38,112 TIpNiS . C~-~A` ~A.L ~~L ~ ~ - _ Scenario: 50 Year System Report L Label Upstreambownstreart Length Secaon:onstructec Average Jpstrea wnstrean Averags Addiliona Total HydraulidHydraulic Rim Node Node (ft) Size Slape Velocity inveR Invert Pipe Flow System Grade Grade Elevation (fUft) (ftls) Elevatlo Elevatlon Cover (cfs) Flow Line In Line Out (ft) 2 (ft) (ft) (ft) (cfs) (ft) (ft) CB 1 • 1.29 1.29 2,038.54 2,038.52 2,038.66 r t j~ P-1 CB 1 CB 2 15.00 12 inch 0.016667 1.64 2,036.16 2,036.51 0.95. 1.29 2,038.52 2,038.51 CB 2 3.29 4.58 2,038.51 2,038.35 2,038.51 P-2 CB 2 CB 3 27.00 12 inch 0.010000 5.83 2,036.51 2,036.24 1.13 4.58 2,038.35 2,036.09 CB 3 • 4.23 8.81 ,038.09 2,037.69 2,038.51 P-3 CB 3 CB 4 82,00 15 inch 0.008537 7.18 2,036.04 2,035.34 1.96 8.81 ,037.69 2,036.79 CB 4 1.18 9.99 ,036.79 2,036.46 2,039.28 P-4 CB 4 CB 5 134.00 18 incn 0.010448 6.06 2,035.24 2,033.84 3.96 9.99 ,036.46 2,035.74 Cg 5 5.03 15.02 ,035.74 2,035.15 2,040.71 y y4 , . P-5 CB 5 POND C 213.00 18 inch 0.045728 12.68 2,033.74 2,024.00 2,49 15.02 ,035.15 2,024.76 . POND C . 15.02 ,024,76k,024.78 2,025.00 , 2q ' r Title: Shelley Lake 4th Addition ProJect Engineer. Gianna Adams StormCAD v4.1.1 (4.2013J c:1...ldocumeritlstorm line c.stm ' Pa e 1 of 1 09114f05 04:12:47 PM CHaestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 g ~rr ~r ~r ~ r~ ~ ~ ~r r rr ~r rr ~ r~r ~r r r r~ ~ Profile , Scenario: 50-Year 2,042.00 ' LabeI;CB4 I ' LabeI:CB1 ~ j ~n- j Rfm: 2,p3928 R i Rlm; 2,038.86 fl; 3uL►lG:.1A39,Z4JJ.~ __,.,Labe4,CW2 Sump:203626ft ; ~ LebeI:CB5 2,040A0 Rim:2,038-i1 ft ~ j Rim:2,040.71' ' i Sump:2A36A1 N ; Sump: 2,033 214 R ~ - _ ____._...L2.0 ~ 2,038.00 2,036.00 l,3 RS1R i C ~ i ~~i: P-0~ ' -~r:P=i 2,o~a.oo La 1: P-3 Up. 6nuert 2,036.78 fl i Up. Invert 2,035.24,ft Up. vert 2,036.04 ft Dn.lnvert 2,036.St~ll Eleva6on (ft) Dn. tnoerl• 2,033.84,` ft Dn, eert 2,035.34 fl L~g QQ~~ ' • i ~ t~ ~S(ze:12 i nch 2.031.00 • E ~ Size:l8inch Size 15inch .0~ s: 0.016667 Wft i , S; DA10448 Mft S; 0.308537 Nft 2,030.00 d label: P•2 ' Up. 9nwrt 2,036.51 't • + ~ Dn. hvert 2,036.24 tt \ ~ E L:Ll.00ft 2,028,00 E Lebel:P-5 ~ j Size:l2inch J Up. InveR 2,033.74;11 ~ S: 0.010000 Nft WRO..h119~,A2.4.,.091h t I /L• 213.00 ft ; t 2,026.00 / Size:18 inch S: 0A45728 R/R I ' Label: POND C I ~ 2A24.00 7Rim: 2A25.00 ft ~ Sump:2A23.00ft i . I 2,022.00 ' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+54 5*00 ' Ste@on (ft) Title: Shelley Lake 4th Additlon . Project Engineer. Gianna Adams c1,.1documentlstorm line c.stm StortnCAD v4.1.1 [4.2013j 09f14/05 04:19:04 PM QHaestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +~-203-755•1668 Page 1 of 1 . ~ ~ip~5 L~~,p'' p CA Rip ~ . ~ ~ Pond C Rip Rap Calculations Pipe Diameter = 18 inches Flow Velocity = 12.68 ft/sec Flow Quantity = 15.02 cfs Tailwater Depth = 1.76 ft D50 = 0.28 ft 3Do = 4.5 ft Q factor based upon Tailwater Depth 1.8Q or 3Q = 45.1 cfs La = 35.0 ft W= 3Do + 0.41-a = 18.5 ft Minimum Rip-Rap Mat Thickness = 1.0 ft Minumum Stone Diameter = 8 inches , ~ , COVER SIIEETFOR SHELLEYLAICE ND 456~8004 ,2 ADDITION S?REETAND S?10RM DRAINAGE PLANS SBC. 24, T.25N., R.44 B, W.M. ~ SP~OKANE COUIVTYWASHWGTUN "~~ON ~ . 0RbNlW V AY f ~ o I~ !;~AACUE IY 4nH i i ~ ~ ~ia • i I $ ~ ry 1---------------~~~ ' ~ ~ ----------------~~~i i ~ ~ ~ - I ~ nr---------------r ~ ~ I I, I • tsn~ P➢WOCt - ~ 1 ~ ~ ~ ~ ~L~~ ~ L- SNn1EY LAKE' ` SHEUEY ,n Aoana ~ 2 i NCIMTS'MAP i , i ~ o.un ~ 'sro ~u ~ 1 .?P~".. 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MOlYM ~ I ' T:f . ! ' \ + 9t /A1qC dWl r IEYCVm IRIa 10 AOODTMR I , . . • ~ . ; 4 ~ \ -1..,,;.. ) • ,'8, ' i ~ % h wL arm► omana i+o eHw rPLAW aa nt ~ ~ ''Z:: . ~ _ J. anoi aoa ao suu na As oMS)= N x aµs f 1• t ~ \ n_ ,~.y !d AM Glb OVOE! IElS 7W1 REf (OMW CI~M A ~ I 1 ~ 4. ' , ~ j~• _ ~ - ~ ~ 01l1A1S-LIla1~Y P,~..-W.. WO 9~IYB91 ~ ~ ~ i r 'r ~ f' 9W1 YOi1 AW1 M QIII FO41t IIQ Ai Bt 01100 MO$D ~ ~ I I \ 1 j ' r i, , • ! w M MMWAD PINM1S PO01 W IIKbOn v O.a! Y►1mUL i a a[ a a e t K ro M tlMCs a "s i r a M n w M C r m m a 7 o w s i o ~j r 0 o t " 09 1 1OtSUtl 1 4 W D 4 M M I D A. Q` + ~ w _.i A lDY11ElI 1R 0 1K APFRND N p W A K d 8 n OO N 1 Q V i $ • . . • n . . ~ ~ f ' t I ! i ~ 1:, . m+ml7ead n M Olropt6s Au RNn atm iM! ao wr 4+oaG ~ r---r-"r- `-r---r--'r--'r--' 11 ~ m~o~ nnrMun ODt ra M ~t ~u~a A~ ar~ ^ I I ~ Ln ~ n..n / A tt 4 i m NO M l 1 0 1 NN U ! T U/O A N~ A . ti IM l, r_... I I I I auivHFnvRu RE ,~'nC.~ ro I I ~ I I 11' I~ 1 . ! 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W.M. uioa~aoub sana unr' ~ . ~ SPOKANE CWNTY, WASHINGTaN ~ ~ 456•8000 ~ , ~w[ w oc ROTOIFORO ORIW SHEIIEY IAkE LANE SM ear 4 or e u sm x v 0 SHELLEY LAKE, TNO AODITION CURVE INFORMAlION ~ ~ \ ~ ♦ ' ~ ♦ R ~ ~ ~ ` ,1.~ .~j• 1 1 ~ ~ ~ ~ n'~. ~'~A ~ V ~ " _ - '~,iy .,~P Ni1 ~x ' ~ \ ~at0~~-.... ~ ,~iN~ ~ ~ _ . ~ti> a ~ ~ ~t►soar~ ~ ~ ~ _ " U~i .~d'aii 1~14 ci9 fw3 ~~O` \ ~ ~9~ • ~ anx wrewena wrowom au[as m e+~x a aaum ars ~ .;fUTURf PLAiI]N.C-: R ,aazunm Z. ~ucnaa ~5 •~~'r~ - TiE 9 • ~ \ ~ / ~ •i• ' ~ • 'Y , 01 ' CN9 NFi NA ~RNt InWf1Y BTMOI~D NAN b~ MO PR01OfD 7RAL ~tt~lp.~ , ~ ~ y ' , ~ ~ t• ~ /p~ dI C Ip~10[ UM~' ~maun Rwn ia sauwt ooWn sr+iauo wr A-4 ooa'~~. sw --f• 0 `q F• ~ ! • tlil ~ W 1 ~ ' D' r' i.~ O OOIOFR dO3i Y7IIIA 101i4pOF CQNI1 SfNONO IIAN FI! ANO ~ ~ • t ! ~'1 / • , . 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GALWAY LANE 9TH LANE ~ t~o N raetu uua vew~c PR p/~Y APOA01f. iOp' yE51 OF OONIQIN ~ 84 CIEV. P02B M . . . . . . ~ . , . . . ~ . . . . . . . . . . . . . . . . . . . . . ~ , „ ~ i~~ . . . . . . . . . ' . . . . . . 1P.. ::~~~1CTAI': . : .1q~'C.:' . . . . . . . . -40it1, ~fNf 6,.~~ .:~4~; . . . , ~ . LL, . . ~ . ' . . : : . : . ~ . . . . . . . ~ . . . . . . . . . ~~p.~. . . . . . . . 20~ . . . . . . .-9AIp..,,,,..t..,,::.,';...,..::.: ..~.kQii::.,,e .?~..i.. . . R . . . . . . . . . . . . ' ~i . „ . ' . ' . ~ IEFT ~ CUAB . . ~ W . , . .lQ., ..29!9: ~0!4; , . - ~ 3 Q ~ ~ ~ . . . . . ;a . , ~d . . . . . b . . . . . . . S ' ~ . . . . . . . . . „ . . . . . . . ~ ; .db+do dEWo . . .,I: . . . . . . . Q. . . ey.,~. . . •o~'~'art . . . . . , . . „ . . . . . . . . . . . .~o.ouo~ . i. . 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Poprt.~ „ , ,o~ ..,'ma . . . , . . . . . , ~ . . . . . . . n .::...5 . . , . . . . . ~ ~ . . . . . . . ,cuRe,.. . . , . . . , . . , . . „ . , . . . . „ . . . . . . , . . . . . , . . . . ...~ao . . . . . . ~ . . . . . . . ~ . . . . . . , . ~ . ~ SHEEr . . . . . . . . . . . . . . . ~ . ' ' ' „ . „ ~ , . . . , ~ ~ 3 7 . . . . . . , , . . . . ~ . . ~ ~ . . . . . . . . . . . , . . ~ . . . . . . . . . . . . . . . „ . . . . . . ~ ~ . . . .................~i. .,...........~~....,,..........,.ii ~7 . t ii,....,.....,.....~~.....,,... Y / O i7r e , SEC. 21, T.Z5 N., R.44 E.,W.MI. ~ONSiRt1CT10N NOTES wea~arouo uixx aui OKANE COUNTY, WASHINGTON Qi „pc •r on~orca ~arr.m „x ti• rrx n~,~c ao ac~u Meeu ~ ~ nPC ^r kra oua ra sarwc mum sru~m nun ~ ne ii~«eo. ~r':ma ~r 456•~~ ~ ~ ~ ~ , aA1C ~1LM}py.90 Wl M~~RIRU 0ip ~ 1 ♦ awuua u~opr ' 7 Q e~ v. a ir wcnt ea Rs ~ samro rthT o ~ ~~K u ,-~:T~ sn ocT e~ . EMI•xiu,w ch~wxu • ~p r~y ~ Sn,W L„~'~ ^~r.~,~ ~,r,!~f { . ' O! 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X ~ ~ ~ ~ ~ ~ . . . ~ . . . . . . . . . . ~ . ~ ...:.f:::' ' : T~ GOQID , . . . k.....:.". . rcu~ n e o ,ti ,r ~y.. ~ ..~i, . / ~~aog , . 9EC. 24, T,25 N., R.44 E.,W.IA, mamoo arn~c urar . • SPOKANE CWNTY, WASHiNGTON ~ , 456•8000 . ~ eC Gu 1~o Y061 un ~aon s mrat w w as • E00[ R .r 9601 oavana • a 1 6 ~ ir ~ Pte1d° s9auie a ~n~ ~r . ~ ' . ~ eiAWoum rwi Ra i i ISLAND DETAII z ~ mna n wuu i~a ~ DU~oem na~sar~ IV _ "taguaa 2 ~ ~ - ` J I ~ Q ww°'n' ry i 303M ~ 4 ~ ` t7 umm . !tl iGNA1E Mao uudurt , id unusr . Q „ OALYMY LAqE t-bim 29 - IS! + ~ •'u . i i i _ i ~ ~ f • _ I . ~a l OAVGO MOtN .r'i ~ yP r0¢ wmE ~ teR x 010e I i J ~4 kAt gwr • '~r i ~ nai sFOK I ~ i,y} ~ ~ ~ ~ YWRS 9M n mitqn n ` y ° ,3 i ~r 9waT coNCRM carrrnNC wc ~ r aus awv n' e3/.t ro e i/uc AnwT aw a' aus40 ~ mnun ~ t INQS IpG CQOIq M Iaqp1WC MM WMT SVLtl11CUIPl9 1NAN4~1Q1 ~10D11LY H1011 p~ ticS :n'~ <••••`ri'~~tsti,1. aanais oucc oow m TRICAL CROSS SEC110N a•' ooaa~.'c~ao~aac~iwu : z nar~uc G E E aTA ,a~d m nA is+1~i ALWAY LAN D TAIL ~ °~"Ar ~ -N EXPOCk r,+r~ r.e 5 aA zi ~ a t raaA 5rc ruW ronaI C~l ~ rr a ~ Rwcoa.nw,,wa unurrr~a ~n a romim•• ino • .oouroow~+e+ro~Wrawdmuia ~ ed arnHt n war rcmPEYMYiaae+rro.a.~u.~maw 1 111' NkIIY •••1M ~ 1fr ~ 10' UilI1T • TH'\C'q V ~ FWOtMI I ~ y ~ I e td uwx , rt m*rar ar tm uwn I I i[AsWDrr I usYe+t i --M- i i w i a I raa a acu ro rACE a aqo I ~ I inat I Iaso' I I ~ I I ~ PAww rom I V~a~c cm I e' ~ I Y e' vt_ n 2x -n tl„ , ~ , I,I r ass v esnw~i caoart car~ ` ~"~1 r ass'a' AvMUT oaaWrt oaTAwM ~~ioro ~a~iuti rTMor ,~u~a ~ a~a/aOw G 1 a ~nwa~e. w 9RiIG11D~D. MA0.CT, fRLFC11Ml CM~pR SOE~4X Y KOM, r a r rm tMCu+ aao rrvt ro' oou. v7 IYPICAI (XtdSS SECTIONS 11'PICAL CRQSS SEC110N ab a amm ROTCHF'ptD ORlYE ROTCKORD dtlY£ TYPICAL 3 SUPER ElEYA1ED CRO6S S'EC110NS (su ie.wca n~q (cu n.mn ro aA tuan) Q ~ W ~ ln unAn wv^rt aaa usnoa na uwn ~ I I I I ~ IL I usWEnr I In'r i I ,d mun1 30' nwATc Rao us[)orr ~,a uiun nuws~ iA 11+17 ~i~.~o) If I ~ ; eAanc~rt aFw, asea ~a srA 15.50 ro au 1an,a) I I J~ Z i ~N cAVEn wan+ ir rArm .mx ~ ~ g a ~ ~ ~ I Y ~ I I I I ~ 1 ?~W ~ I 1 S M I 1Y ~ ►AY 'Y PA4f0--n1 ',YI I ra ~irt ~ 1 I I l7 V VAKIl IsDM vAriD x1 'X.I I IDI ~GAMT pliF ~ ~ ~ ~ ~ ~ ' I I ~ I I ' ~Ot wrt ~ I I • ^Pt ~ ~ I ''S~ ~ 1 ~ vHwT 95~is inr 'M amo ~s v s~ atA 104b ro yy ~ I I trA to.» 2x a `r an 'W nvwar CMa¢a aoxtuuNO a~~R ro e i/a AVHi a r ann++m tav cqast a q VAn+ rmot ~ I \,Y ~Y aAss r caarrt m ui~nc aus ~KI cort ranNwc ~ anw samnanas PEDCSMAM , e3/416 m e i 4X ~aT a a~ o+usrD wt a~~a m r i~x ~f a a' aar.H[o uuw,r ~ ro[ aaa mv mu~ ~ al Aocdrouia ISDOT ax~ ta aa~st 41 raamwa rm nmot ~ 11 0 J wK° m u'"" " r o~uArocI TM'" s►anw~s ~EU ~t~ w~ 11'PICAL atQSS SEC110N Tl'PICAL dtOSS SEC110N *COUNN DATUM fsra ~3+ao ro su 15077.47) GALWAY IANE CALYMY IAIE tRA txwin m tra isNaND 9ar ~ rA i~E' aEB,w sr r s• oowc. uoN. (ru +aa m atA 10,0+M StEllfY WcE lA1tE lrte e.a~*. ro nA 1Nm1 5 ta~ a voa.r~ a~au vaaic 91N IANE (SrA iaao ro nA n+au) " fm a/r ~c iar wsr ae eaKLIN i.o.c~ a pp21 . mm I u. Euv- 202LO7 / itae e ..r. s~ ~ l 40 couwrr oaIUM 456•8000 ' $v Fn. ti ~ ~ ~ v~u iaw~ w~~~ r~st av caoaA+ .u~~ n" R.44 E.~W.M. %rm'm SEC. 24, T.~ N" SpOKANE CWNTY, WASH4NGTON . +a'° s .m ' . ,00 1'D • ~ - v ~ / nx e' o~ p~,R vu w ~ . TRACT ,am _ , , wnred+ um vaot uTutt ~ ! ~ , 3 ~ i' v_•• ~ r • ~w N • ' ~ . • . e WO ~ . ` ttNiRC• ~ i~ ~ \ 1tET ~ ~ •~i• 'MdRS itK'r~~ hrtR f 'i!f ~ TfPL'I'dM 119[QJT" tJl➢OU ~i.~'</,.~+v• ;1 r / gCpIM~~9T .•y,~ 'y r• ry '^~r, .~KiMMO ~ .1~1M, ~ B1MONm / 1,.: i' 9~ 6iPtA s.i.r~.: >~tr , 'T' IU OVM b~ 1 lyQpQ'Ir i . ..J~L. . ~'yrl, wl{i {0~ ~ .nvon ro,nmmyowm rt►is~ , f~r'~. ' ~ ¢ Sn,~.m tt nne;arrami. . ~ +m` wa e+ =.mus ,cm i%r+"~~j'7 ' ' n. ~ia~.n l • t i , • $ irr¢tiae~TM lap, A~ PUw 6-0 , . ti. y~g KCt ~ 1' 0~ W.R RR . J i> , _ .T ~ ~p ~ ' ~ ..r' ~ma ~,~11 ~ pLI11Y /1N41Mb p'~ < ' ~~~f . h 1317~1 ~ ~i • ' Otl1C71d m~►/ .1, . ~ el19. t~ • , ssA ts.n,n lv srA 12+rsi,n ~ . ~a~* rip-V ' '~7i'• I „ ~ ~~„r„~'~,i '~:t'~y14~~.yr,~OUe~ • ~ cow ~ .~y~• ~ • ~ IQvxx vmm L43ram ,+R'ara":,o av~ r~~,~,.,,i. ; . ~ ,l' d' c'4. . q~~ ~ uu i~ ,T-. "p p QN a t IR~N. OTNW~ f'j t:. ~1. ' : ~ DETAIL,~ ~,~,w. ~ ~+wa+ I.. PONrnaavusucu~~ 1ANS ~ su, ,NUee. ra:om. nj ,M •r e"m e.a° CONSTR Y~ y~r I' , tA3d~ nvt'A' ~~,a rtn r ~T MM Ml 161Y M~ SSIIOMO ~ E~ 71FA • ~ y,=~iJID A0713D I~W Wa l~ ~b5 N~0 ~'15~ ~ ~,/AU►!07 R DI ! yllj~ L4N FP01FC71li8WLEA pUM ~.µN' L ~ ~',S{2tl J OUA P~~~~~F~" ~►kt~~p,tlr..; 5 , i 8 w.~xnw aaa owcm~"~'~na , • 3 , . ~ ~pecs Mro ut - ,aw,~ooww~~ can lfyo: d ' a , • a ~d, . . , _ . . _ , 1 , anw ~ _ 6 no~ nrva+~ F. " t POND A pETAll.S FRpM PLAN N~ ~p• , p///j & / a„ IS ROTATED igp* ` NOTE: PONO DETAIL ~ o~. •t~w...+y r„o~ N y ~ 1 [•i,5}SI.~+J,; . i W ..L~ < n~~~ • p10A i.G4 ~ Y + ~ y tn, v 4e r tfw . ~ t MM ML np('1Y iMC_l1,:4 , AL ~ an~l0~ ~ • ~r ixu~°~ rfK~ ~ ~ya° N _ "°w✓,:Y wrtw ~ 9-1'9"e,~F,s~~ ~ "'a SEC110N s nv~..,,~„ . . • ~ pp►D TfPE WRg INLET a tY pn ro 5c" • s~ 4sY~.s` : . ~ ~ 3 r~ z Ai F►-RM ~1@~" i+' ~s'F[SfiT11 d°Wt n ME T dW~li y~~jp~• . .r... 'I.r' ' ' r: ' 1~ 81~OQ~EIS'r I M1~OM![ ~ Q V W ~ yittnnowm I ~..~.,..~al~~~• •-~y~r':~ ~ 1 ~ ~ {L oWr ~ t-ia ~ f, . , ' r • . i • i: ' } 1 Uv 6 eoW tay' go z Qfi t37 O Y R T~~~ ~ ~ f . 'ir ~l.,`.' .•!i.` !~'/!,t~ ~ 1 ~ D d O J R 7 6 F M• ~ b' 8 C ~ Q 1 t' W'' W' t t M m~ t Y n ~ ~ D 4~ ~ S~ f1 {py.f6Tr.6 ~ . t! , r~' , r.D7 R. a3tALLN ~~rt Mjp Wt1fR Z Q OMalIL~u ~ , ~i~.' ~ 1 ocWr~crar iDiAOF ~ :'/'i. ~i'. ~ •i,'? ~ ~ ,'t~ W ~ b~t ,'r' ~~:'i/:Jl: :t,~!/. 'i~i:: •A. A~ $ i` 1~~ ;ii ; ~ ~ a• x+ ~x ~ ''''I~'~~ ! ;~t 1 ' , I ' ~ '%1',. aaT ~ ~ ~ 6 ~ 1''!'•+. , i~~,,.:yt•1 '~t, 'r 1'11qtPR.G •~i ags +..~.~.~...:.L 5..,.+ ry~` LA~j ~~~r ~801TiS1r Ip{6 d [OUN3 8611{Y ~N ~ ~dA ~ ~ ROGrt ~ w~p~pO~-o~~ ~ ~`i.,• p~ CFli~~~ ~`~.~~.1',115!11~1 151151~111111 _ ` Ta4toari[u r _1 nid ~~AI. yIEW r RAINAG~ SjRUCSURE •2p8 pq1D WI1N D6 a N¢ICAL 7 ~w ,o xuc a eam e r~ u A ~ oD _ ~ * DETAIL ~ POND C DE ,~pM PIAN L IS ROtAIED • ~ NOTE: P4ND OETAI ~ - 8 ~ , / ' , • COUNTY DA'NM '~10tAD smm c~u Ku~a a ua. ' . ~ SEC. 24, T.25 N., R.44 E.,WM. ~n l/r AmAn sEr iN e• caxc ~ iouho w~a uruon vwnc 456•8000 ' SPOKANE Ca1JNTY, WASFIINGTON nn Avaaac ,ro~ ~s, ar cawM ~ BY /7. EIELN~202A.~ rrt m mar ~m loaa ~w s ~w ~ . . ~ ~ I • 1 \ r i lOlI f1~ID11 p ~ . suio arou+o M7 BQ1fIDIR'1 l , 1 i~ t4\•,~;; • :,r, ,,t •,;•~i,r,!;» `~'•~'ri;~ly~ t.li:; ~ 1 i .C P~ w~.,Y~, t.s.}+1~ ~w\r,~!"'J.1'~••€[.~~,t S' °;~'F'fi;r:, !@.!~.;t • ~ ' ~Ptltp1Y OR , , • ~G.,MICif'. i:' r •s.y~t~nq~~aj;~•. . * a ,;y, 0/04 ffi I ~ , S em sat ~ ♦ 1 . ~j O 1 ' ' ~ • 1 ~ \ , t • • ~ I r• ~ \ , y Z r TEMPORARY ORAINAGE TRENCN ~oT M ~ - a Q ' ` ~ , i • ..~r...~. < ~n~, . - - - - - c~n ~b'h t ~ ~ r . \ !~`s~.;nneaounnF w-:w e y . ~ ; weucmowertoruoitu~ CONSTFiUCT10NPlANB 4 . I r',` • 1 MffALL leR Y; r ~CT ? WTE ~OCf91E0c 0 2 a ~Y W~A~q IQ M L.~.C,C. NaID ? Ollfl~l UWE YAEO FlltlC' ~ A ~ ~ 6SPdW( COA11V iT ' jne 100 YdMi r. ~y ip . x ANw~'c~rco~a ~e, , (MpeC rorgmM N nACE (An ':w~.uoa~uw~oi~r~a ~onane \ ,r'•' : •I , 1 ''yf rJAt~~OADafamm) ~ . 1~ ~ ~wwnma?uwtw~ droNAl I•~' ♦ + ` ' ~~w• '1. ~i"''+ ~ , i r* ~'r•~ 1'y~ , ~'4 ~ ~ ~n ~ ~ ,-rp~ Ep}{qy A E 1 El[ : ~ ~f ~ •.J i.y'C 0 1 p~q MO • ~ ~ YC , TI! ~ /1C PPL Sd 3.6~ ML _ %01101[I6CIGim10~1 ~d~ ' ' OflWt1CE A A 7 OQP B~WatL Alm Oa1 r ~ \ ~i ~ `y_ oRm ~ pa~ro p 8 ~ i~~' n~mi rAdac. d A o . tn DETAL , imm ~ . . . ;t. ~ ~ . a. ~ ~ v, s tY ow • rt m a~auaatitm rm+ ~ i/Y cp~m~eea, ~(vl•:oµ.~e 1 yi / oma iuao a a S. o ANo ~ y ~ u v aoa ~ rasa~sm rre we . . ~ SECT10N A W • / . \ a~ . .•j:`. ` .r.nn wm~ow~c - M~ ~r,e~ ~ ~ 3 . r;~,,,~ 4~',,,.. ROCK GALLERY DETAII ~,,,,•f e Naoc auur Wot ro sr4c onA► a nn am / V ARY POIm ry 1N5 OETA0. IS ROTAIEU ABOUi OBAINAgE MOMS' ~ ~ 180' FROM PUN NEYI n!t J. eai 7[Et7 NK ~ w ~li rdm. 60► s[att pa pt p rt!+ Vd ia unp ~ ~►iAOdnm~ ~em sa. r r.. " owwn Mo fm uo~wt wma f~wt eC vardrm ra ua u6~ j~, a~ a rcatiau~ tR v m~ w. ~~awnu ron ua~pry~p~y t,ooo sr. a~+~s. ~rs eui► ~ / P R r9idrED d ~ bl-I~W d0Y167E SAYOIi OOM99~p Gf A~E 10► !p 0 NOi[S Q 9C~ fAM AT WS1 iOW 4 OOf~E Y dSR8111(D OAA l1E PIRGA/tiql ~ 9Af/iNL 1 1L W C a OR W 1IC 6 Yt tlGNIW1f011 01 1p1[. M II L TEMPORARY 1URN-AROUND DETAII fo M iRAA[I16 suw. 0 z ~ ~ xA, eounaar ~ OVw~~ moaMO Z~ZL.• u$ , nr mroaam~ . a U z~~ mrarrmr~a ~ ° o 1 O w w`~' r~ I r• r n m a a a m 2!Q am f n~ m o u a W~ v ~ I Na. mr ~o . a ~ rMU[aY OTP • N n.oNn owir[ ~ nca n ~ r rn ►~C' ~ v ~umi F ~ r.axn ~ e` 5' ASPHALT TRANSITION c p $ECn~ wor m uuF - - Slihit ~ IqT SD SCHF 7 C ~ p~ • ~ ~ 1750 g K ~ . ' 4f1~100 ~ , ~ ~ ~ . S~e~1y_L aV-e , , , , ..f -.a ' d►' .m. _ ~ ~'~.•~t.'t:. : - ~ - 'r'Sn 5, a:,:♦ ..i. ~<,;•.J"•~-_x :5;; ',~~4:.. ^ y .t y \ '~~a5.sa'~t•~ Y.`Ct` t ~ r: f - - . R , t • 'r • ' ~ • . . ' ~ ~ r • ~ . ~ . , ~ . . • i ' M1 ~ ~ ` . ~ ' . ~ ~ • ' ~ _ . ' • . . ~ ` i ~ _ 4: _ ~TM,. 1 r7j ~t.r ,v1y{~~, • . . ~ ♦ - i ' y./ .,~.M~~ ~~r J~r. . ~ ~ ~ ♦ ~ , ~ s • f x ~ r • _ ~ ~ H F~•~L• i . a . ~ ' ~ : . ' • . • , - v. ' 9 ' ~ • • ' . 1' • . ' ~ ~ • ' COVER SHEET FOR ~ ~ ~ , aq-uu mweER ~ • vD 456•8000 pg tut ~w wwss nn • SHELLEY LAKE ' ADDITION ,2 ~ro~ ~ oc STREET AND STORM DRAINAGE PLANS SEC. 24, T.25N., 1t.44 E, W.M. SFOKANE COUNTY WASHINGTON _ NIssIoN , r ~ ~ VAUFY NAY ~ 971 r---- r . ~ I ~ ISPRAdUC = 4 ~ _Y Y I j ~ I7N Q n I I • ~il ~ ~ u I N i , ------__-_J' 'F---~-- I i ~ ' -------j'~ ~ I ---------------r IsM rxom~t LocAno v~i i S+ELLEY IAKf 1 ~r u~c ~n ~oma+ ,.,i VICINITYMAP 25442 ~ D,U.0. , I II 1 ~l . r~i~~ ~OMIIL~ ~ I h ~'u ~ t 4,„ Yy'1 j 1 ' ~ 13 T 1 GENERAL NOTES r~+ i~ ~ L---------- ___•~.~1F,ii~~r- ' 1~ I_~.1.~~.51i~;nl.~-.v ` , -------i_ . . . ~ ' r 16) q ~,r7 a ~t~ I camKme sMw veaYa[ uL MuroeA+.s. um+ u+o caw~i ~ i r-°'i It~y 1.. i, i 6 i5 V i•~ p~~~ y.~ / 1 v. ~ T,~,f;,7; ~~"~Y~ m cammn Mn INsruU ro virorw .a~■c axx w. 1 I : - ~'•~p~` iwaatNurtsnxrwEooauurowianM rLrrs t : -rT ~ r--1;.- ~5~~ C' I s) ui ~aa¢ uo ~~maus s~~u et u~ aawrowHecc wTM I I . ~ ~ ~ ~ I' - _I ~ ± y \ ; nc wsr a,unm m~a av nc 'vaua caNn srurouros ~ 9 1 E 1 1 E Y Wf E ~ f M M w u Q 7 E~ F l t O f H 4 1 k u t 0 ' ~ i i F=- ~ ' = - ; 5 `5 .C ,C ; 1 ; • Isr Aonna I I f-' \ • / '1 ♦ \ ~ ' J) AIS N.~M WY NOT 9qr 4L EUSiNO UlU➢ES Q031p10 UIU1Y ~ C\ E o t I I ~ g i~ -r~- Q) 7° Y -Y;, 1 ; ~w"d°smum ~'/iaonua amr n rs ra caxTa.czars a'n . a i~ w tp y l• i ~ Wr nc oumia uo AcNU Launa a I I f ~ C ~c ~v ~ ~ , ~ ~ ~ ~ ~u unim wean ro casiRUCnp~ m~aucmc unims s~ui .,~i~~~~~~ I' •//I ~i i • I ? 6 I I I~ ~-3~kP~~~J Y~~ Y i• ~ I ~ x anou¢o mion ro casmucna a aao µo oauNU[ rAputFS i i L'4 ~ I I e~ V? l ~ T 1'~( ~ ~~3 y~ Y• ~ , . 4) nc carn.crae a a[a.IKm m NAK A mrrurt Srr a Q q 05~,•;~,. i14 ~104[0 tro1➢ u0 ONN~A2 PWNS M M JOB 3E i i - • i--~._1-L~.L_L~ ~~~e;~ ~ y•' . . , wtncw+mNStacTWM awmaatss ,C•- ~~y , . 7 o. _ • _ - 0 ~ 5) : ru on~m,~cmx µr asaMµas ~ ~ I I ~ ~ 1 ~ i y I/ ya nrc PLA+s ww Msmw r..[HOwNmim. M Z i i i<,~ P.U.D. ~ ~ sPOr~ne~ooia'n~o G N~a~ , camama s~Au x~rcoumr ~ann nc oe~ai aa~ (V Q~ ~ y,i uNo nic ~aNC cwm o~aa's arna. CONSTAUCT~OI&PLANS I I ~ y/ I • : P H W E C T P e) r a c a m v c n a rc o a n aLs n rs r r u a M i Ae m c W p I I . Q' i~~~ 2 Y~ y y ~ G+ r a u t EPTIEMu. a. l+ w o m u u a u r a a rt n ro u r u p n e[ n t d ra I • : , , ~ ~ ~ . : naEVTuMEOmIRM" 5 m,nM aAFMt uo TW .,sM atuN aadc. uC i 91E11CY l!J(E 4nE /~DOI ~ . ~ apWECfLANEY~f3Pl6uC• ~I PPOJECTIANf 1tllF PItVAfF' ffIM~1 hIE wA91ED ONAIN ROtlt 410 ME NA1M SOMS PUT BIXIW,WY .I . roaf.~na .Sarmb~M ~ • ! neanowWa+,wsxrrweKOU"m 7) ~ca ro sa camxuna, nHt eamAeroa a I 1 f lpcpwrow~crru.nraoney~«arorM FsSaseU ron tutAt►~o urroatuta.ro utuT[S t+u , b+norcoawaerxumiawnaws on I C J i 2O IEANfNEQAi~'DI (lD%1667WD iME WOERtlOAO U7UlY WG110M SOYKI AT U6-lOOD 2 . ~ ~ W7fYl0'YItE~awtPiY4rl4 W16 ~TUR 1d1 DIG PMPWCOKr4,~W i~ . 3~ .2~ n I I , ~ q rc camAcm+ s4Au M~c ~ mnm ro vaonn r.u um 4 .5 8' :7 i e+sNs uo wrVcu.s rROu ena owruNHArzo rTM 6 '"4' 9.T ar rsruu+o aLrtx rrarac mtn mc mu rRw[ 1 i i ~ S: - . -r ; ( . \ , • - _ . . ..I. oua~c ra ~rsrwAna Nw ~c i, N vu« Wm W .7 , I I I r:` ~ 11E SiREE75 NA'.E HFL PA1fA AND CfIKD. T I \ 9 1 4__ a.. i?.'•,,~' nc mMc swi ec amoMm Anaw ro ACCEPrAxa'. a ~ ~ ; ~ i o) iu oawu caNa~ vwu s4+u ec w~cm ecwn nc I aRrxu onc wo 94Au nw ur ra ~ I ¢ ! j -.T_. ;'~v • . ' i ~ i - - \c~ iol ron uir nwm auen Ius txw nes (aooeo rt/rn A I j ( 2 wASMwcMN suR-uCINsm vpor[sSloMU wo sinVcicw o 9iN1 t(ACI T4t M WpB fORY3 MI.' AT 1NE WFA6 Mb1FD V m a ne A,,,. was, vaIaw ro RACEMENr a aRB W.ma.L / ~ .~,1~ ° I~`.. 11E OOMIRKSON IS Rf5P0~7981[ FiN lJIilNidlO IND COOAOMAONG Z ~n ~ I , ~ ` / ~ ~ , MaK wTM na . . u wo snr%rnon. ~ m + ~ 'I ~ • 1.~:." . . . . ii W ma i i ! t • •T . i°.Ir e aWu,M ur r nc AvvRmco wMS Mus, a a s,c .rNnm p U W~ o ,,,.~ca. 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SHEET 8 s~T ~ Lou o IN roRup+ urnow rAanc r!`• Y ~ ~ ~ ~ ~ - 7EMPOR,tRY NfN ARWND DETNLS SHEET 7 ~ aR nM' wvROZ. ioo' r~tst or aa+KUr+ naxa .~c ~ oe eu ~ atv.• 2026.07 ~ PRWx` b 9e029 I n ~ y I/ ! ~ uNOCac"uo scaMt utat ~ GAIWAY LANE SHELLEY LAKE ROTOiFORD ORIVE SEC. 24, T.25 N., R.44 E.,W.M. ONc.CAU WJWKR ~ ~ gcsliX„a, 2ND ADDITION suxc„a6 SPOKANE COUNTY, WASHINGTON 456•8000 ~li B uu no ~mam m~ TljRE-',-i: •ICK m n ~ zo"E' . ✓ i~ . 2. ~ ~ . k• i . ~ '~.OETu;,, ~ CURVE INFORMATION 9 lLRK, 1 flAmuS I IENGYN I IAWSNI I awfiU I ("1A ~'~~~T , • . 41 id110G Y/1.Z6' 15l.0.Y' 773.]!' Id91.15 iz ziuiii{ yic~ a u i?4m ie3i S~ ' n 'C T ` f~~[/ I ~ 1o xi0U" ~l~r w.ao' .r..t s7vUUu ' 6 ~ Yt9 MU7 .Y14P /7.~5 OOWm" ~ ~ _y: _ _ 1 ~ i • QIFK IKpiuAIIW PROVOm AOERS W BKK OY I20Wb WAO la unm - _ ow G~ •5 - , .sfi e*w,v. ~ ` y. - \ ° ~ ~ ' ~ tn CONSIRUCTION NOTES ; ; • - - a - ~ ` , ti ~ ° ' i ~ rw( 'P Mre MFt rtH 9dtuC t0UV1Y SrurorAD ° 'tYlgY_lA 7AI 't- - ) - - a'° • " f/" •7. ~ MD RIONOC00Ei19. C'OET! S1A -17 ~IRC UTL ~ r - 4, I.N7165, IC.1QU.99 511 rj?~ -1' a8M Ntt DCINL •f dFl E-' ' - '1 ~ i ~ Qt mc'r aae enti va Wacu+c wwn sramum vux e-e --4_-.`.. uioeavVIom oCinP. ~ ':i'LAi IN~-- - S (l 1~c9 sreiHi{ea u.ronas ~ - - - - ' • p' N 1 S ~ 'y b 1 ortm nnL i OCty ~ $ • i'".- - :::;j,;••. ~r ~ ~'T` ""..o..~ • ' • / 1 i ~ ~ ~ q ~ j. O3 IYPE 'I' Wm PAIT V01 SPdUJIC COUNTY 5TlN01RU PLW D-B 11 ND PRONU[D OETN6 ~ ~ : 2.. aqN s4ctpw su ie* A rt •xwsva 6-w' - - - - - - v~ V • f~ ~ ' ~ ' I 11 ~ ~ ~ ~~f~~(j • gc rwc'r ~ ~cmn ~mu = •L " ' ••ti ti~ • • ti,` ~ ~ ~ I r ~ , " ` `~P~ ~ 1 1~. ~ ~ i ~ / ~ / 1 SRQFi NAYL CdGI PCP M.UI.CO AID 40fA1[ CP1Ntt ' - _ - - ; ~ _~ONQ .A: - ~ • ~•1 ~i ~ : ~ i : ~ • M1 ~ { O sµoumB, w H f :,i~. "y , y~'_ ~r'~ `j ` q i~, i J' ~ry % ~l oy INSTALL -119E U' B/AIOGM M0 t SO 0 T. STFIOAAD RAM H-Y ~ '%I, ~ R : 9 ~i i Ir ~ .'i / V' ~ ~ .Z" ,1 MiH YI'CIW Uf ROlD1vAY 41RIQRS PCA Y.UfCO AIO 9OfN[ p WUN SfAWWW AND YOU1i m BJRRIClOE (aARRIcADE so ndiw w rua uNn rvnmc aoru urcian) %"{~oyv.`J~naf. /,ry. R W ;ti;; M I' g~ Lw01 ' i i~ii ~ ~ f r j f;~, z J r i/ 6 YAt01 10:, u VAYC1QMf. rll RFq1RE SkMLi M[1f ICN T B~AY ,y. O BACN IAW EI~fINC EDCC tAa OdAI N10 W~PPoATE CSR L^i BOUYM~RY [oPAtnw ~ Po~l[ S~w~t A~U►D Moi az S~ON~I ~ G POtKNdOXAR ID ttNhAUIE. ~ r t i ~oYS QTWr •I• awe wn KR macµc aa.,n rANo,um vwi a-a I~ oR~l ~ /ND PFONDED OFfNL SiA I2+77.71 ~ TbtOlS.67 4E 7WE 1 dRB MfT AE7ul ` j~ i %'ii:~'iii.';;','/,;:S~l~~:;;,;tz~ I • ~i: ~ , - v 4 2 ; ~,r•i ~ ~ i„ ,;J/: •l;$~,_ ~ ~ i : ; , J•: ; ~y~L; ::~'il;., ',T~(i j O ttR'i' Mie WP PCR 9lf(N40pMM nANDWD R,w b-e . /N0 PPOMOW DETw • 8 ',i;~:: , $~.C:'~ r:~ r' ~ -'~~'1; c• ~ ~ ~ ~•::i~ r : ~j: ~ - rM+KAM C0UN1YENGINCC7O 0ifICF' nA 12•4172. TC~2mel ~ ~ j%!,; ; • / v`~f ' '1 , , „ f • , ;I ; r: % ~ ' i! :1 a,~~~nuweucoocuW~r ORUCwu sm rnc ame nacl cnu ~ Z . , r,•-;: ,,.~;;,;.s•,~~ s ~ ~ i~;~' ';i%:i~r~'- ;~i; ~ i- t•; i . ~ ~ ~J CONSTRUCTION PLAHS ~ onrrc varo ro e[ rsnwYtn ru [»mno smRU aawrct O e~ ,/,~y ~ ~1 '.N I o !Y,4;i!, r!•~=~i~ ~ . Pt1QIECT1:171~ Q ~ %;'1~;; j•;,;;i ~ r~, , ~ ah~.,~r.3...4~7' smucm~s ua ro AuroVm ua oosn~c vaos Nrc ro x eAa F , ~C • ; i ~ / , t. X; ~ F< rum ua cowAciro. - - n ~ ~I .•1 ' ~ ; r~sruu~~w~es uu , - + ~i%.'''~ %~:Y;~%~ • : ,~7, .i.o%,✓ • y• ~ ;vnokcru~ruFSCUeuc~; ~ I ~ I ? `n'V,•/ / / / f , PROI[UUAEMIISSPRNAT° D.L O %~%/h~:,l/~' r 1 ~ •C.C / , J' ~ I " , edoimtrcNOOarauiwrowur~n ' _ ~ %~;::'l;i~:.~'%; ~iS; ,,;~'St'.%:: ~ A ~f : , : .<<' % ~ / f! . 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C • ~ ~ • ~ - ' - ~ a Seuatr 4p . w' ~ :zs es !f41 (I 45zi'a' I N ~ ' \ ,-.~015~---'_ m •~m[ulUl( •a., _ cs res-+ V ~ ~ \ 91' 1~ _ fry ISOWI 59~7 68 1C 70 JW ~ ~ l~'~u,~, ~ ~ • \ ~6• . ~v~w 'CIO 3~0II.IZ lllpl at.17 BO510'OU ~r ~ ♦ ' . ~:v=y`.... 'CII ~u.VJ I7 ~IY YIl7R 43?q11UW' K •1 ~ ' ~ `Z~\` iuor w~ ii. ff 45m~ pty9.iz. W~iY. t.' . tiJ w.oa ii6v ie ~i~ aay.5" " ~ ` [~EwT , ( • - _ --•-..ij cij is seii' si.Jq' er~.~sr CI] )(I.Oti 11,~ 7550 ,7~.(Itl' m'.l"iT 1 iP 9- , 1~~ " ' qMYL N{'ORIAiIW WI6NOED NpFAS TO BIA. Oi RQ.IID WA9 O ` \ O~ ;~i ~•ti• _ _ ' ;A ~ ,a .rc unm . ~ ~t '~x1 ~ 20~0 • A - CONSiRUCT10N NOTES am oicr w+ 9-acuE cauOn srwouM cr,w e-e uro onµ. h i ~ ~ . 8---... i AC :r - --:-.-::.'2C1~ - gtre'it.eoio~awsm e mC'l• nu~ cena ~n el ~ 'I .y ~ sh - ~ ~ ~ ~ ,2~'' r . ia ~ct uhT - ~ • oa Mr¢aa,w auv rm saaµt atwn soHVlm wJ+ A.a ocsON W. • - - - - - ij p41 4i J ~ 1 eui~ ~ I(1 ' • S- I' ' OJ OdlOtC1E OIDS d1TRP P01 SPdJJ( Cd1M1Y SLVOIiO AIN A-I! AND M Q ~Q ~ 1 • ~ , ~ ~ - _ O[INl 1. `JaT A o V ) r aaunw µe unm caan. au wmui wsr a axm aa mmr - - - - - - tn t1 fNL ''8 _ Z~ 1M9EU dtAOC AND YQT 4152A1C COOES AND ACCJNFL[NIS g Q) 3 "otx ad Nmw 'trot ar euaruc vtx r,sao T. sruo,um aAx N-t rTM (t) l• ~ ••i'~ u~dr-'-~-- ~ vo a awo~ur ruamIs xn ruccn. rwo ~aurs miam d 2.'_•. sr~uoAac~ ua Maarr ro eAua'aoc k :,J vur BouND,wv (eAunxoc m a~ a cua unn mua[ aow ~ mom[o) ~ A ' : ~ ~f.. _ ; • . - - . '1 f ' ~'r:.= ~ iU~ . i• . '1' O'smm Mwc' sa ua rasr rM Araiua[ AwiwiouxcEs ca 1l q0"' ..2o u.icA uD 9qfu[ o"tt 5rAlo/JIDS. a ~l.K3W~GIUO - •EllTUR 8 A•TTiN . ~ CF rv.w L.a... 6 : i^ 1 ~i'•• O'~ ~ O7 'SIHfEI NNC' !JO 'STOP' 9p13 IUN PKi YI➢1 rPWGBIF 'C0~' uwrmuwus PER ru.rca uo SPacwc tauom nuroumY -5 lOMAI~ ~ , ' • n.sa11i -20~'q: ~OP66 9/t/~ ti 4 1 C- mr aIIIEn No b D ~ ? EASEMENT wa uram l ~ 6 DETAIL : i 4~~ usxu~i , e ~ 2 ~ eo ~ •u.u« J i : sa o~M s , , . . , . :VWNNECIXMYElWNtER40FKItE"'~~ p . I' r~, _l fUTURE Pl TTING' SHELLEY LAKE, 2ND ADDI110N ~ oFVKULnsucooa►v.r+rowGu+u : CONSTRUCTIONPLANS ; ProOJECT~•.P- r7so s o ~ MfEti..o~ w ~ „oIDEPTANCIE~~~ E a ~aro,Faur~~a~sv~mua~. Q V s IECTUU~MIIrppryA ~ :tdeuunw+ma~m+rAtdw amsan ~ • wrDmqwnat ~tlMlSrw[RCiwnN~W O ~ ` 0COUNTY DATUM fERWiRCOJY1C01 00911s"WO ~ F'D I/2' RfDM SLT W B' CdN4 MON. L«^TED IN FOR„ER °NIO, P,OnC GAL WA Y LANE 9 TH LANE ~ RR R/W /PPR01L 100' MESI OF CONNUN • Q a+ 0 +7, atv. 202607 2 4 ~ . . . . . . . . . . . . . , . , , . . : . ' . . . . . . , . „ . . . , . , ' ' 1lCAl SCACE' -10' , : . . . 1'- . . . . . . . . . . . „ . . . „ , . , . . . . . . . . "'ua2ro . ' VER : . , . „ : arrsmucTra , easmuervpR : : : . . . . . . iw vc . . . „ . ' . . . . . . . . . Q aclk ~,.ar a m . oru . . . . . . . . , , , . . . . . . . , , . . . . . : . , . . . . . . W W ~ . . . . • . . . . 1a~%c av!n: 2 . . . , , , , e _ . . . . . . ' . . ~ S0 . R . . _ , ' . ' . . . . i..~. . . . . ~ . ♦ . n. . . • . . ~ ~ . . . . . ~ . 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CONSTRUCTIQN NO1F4 IA~OEiCROUND SERYICE AIFRT ~ ~ rn[ 1' caxrn[n wci ■n~ mc'r wErw Fx,uc Ano ON[-Cril NUMER ~ SPOKANE COUNTY, WASHINGTON O lyP('Y 1[1AL OIAIC P01 9PoKNE CWNiY 51/JONIO %ANS Y ~ 9_56 B-„ AKo e-,,. ~ 456 • B000 ne 17490, arrgr .md Ar F~^ ~ aArt ntwtWOAO uu nro am-css urs [rat rou a ~ Ox"Ki tASEMENr ~ POND'' 3 Q 54 U. a ir ouent iea M e s.aaIoa n!n s¢ ocpa 6 UNHtwT.m, ¢(s).m.ir.34 \ - •';~;'y~~r'" . ~ r[n a~ w+v an saaAu[ oauwn n~woum ww ~ C~ .;w^~-1~!'~u.. ',~~r'~'; i . , O A_a usa •a• \ ~ ~ ~ ~,'I ~ . •~1~~ ~:J I ~ ~ YAfOI IO OOSI~NC PAYLY[NT, WLL IdOIAA[ SAWd1T MUI LNC N. ~ Q n 1 nnn .I C~• niC '•I' i ~~1 ~t.f'.•~• ~ 1` . ~ O 1' BNp( FRW CqSMC COCC. I iACK COAf 1JA ARF~RAIC ~rx4na+wu N`~'!P~1,~~';}', ~ - • arcmsAcmN wcecvmsacsAxui~outnnoroE ♦ ' ; ~ ~~~,~,1~~ - _ "~s~-^~ ~ , , uaua io nc cartxu~. ♦ ~ rrww S e. , I 1 \@ '~f'' ~t ~ ~ i 11.;~'M. ~ ~ ' nA.13,.5,13 - PLAT eawoun - : r~`"~; ; • ~ ~ PLAT BIXJNOIRY ~ 1wr a aui~i caxsaucra w,wsnw ma nu w , ro aaw Qctror f i ' • ' ~ . ~ ' , ~ i • ~ ' ~ ~ , . ~ ~ . ~ j , 'Y`Trr m,wsnoN mw arow ¢rnw Aaa h Fuu. yuKR tu4 ° ~ iIfU.TURg PLATTINC 1~~~ 1~: - .,:~,;i •~r ~F~ ' wNUa«a . , ~ ~ ~ ' u ~ . j ~ wr .oc un~r 4 , g ~ - [Axuar, • , w' b ^ I swu 'Anhi ~ f~ ~ ~ _ ~ ' ~ 1E11PORARY 5 , ~ ' 1 ~ tN7G0i • PlATBOUM~R'~ ~ Q ' U~fUI-AROU rArcN m [wsryic.- - - - - - V [ ocr~u ~ ~ ~ 3 j , g o v~ L~$~YU1~~ PIAi BOUNDARY ~ ~ ~i.~~ I`"1 ~ • i ~ ' . . 7 , r~, , 1 '.t'~ ~ ' i ~ ~ 1 • / , 1 1 8' ~ fUT PLATTINC / ' ~ ~ r' •i ',t . "R ~t~~~ 'ti ~1' -3~ o ,~o~ . . . 2 4 • / • ' ' ~ . ey- ~,s_.:t~9,Z, ~ ~~t 0 ~ ' ~ or;iCwwBUCOOCUUExtOAIGWAI o t~c~ ' . i9;~ ~ °.{S~(" P~, ,r~' ~ t CONSTRUCTIONPIANS fr~ c~u , ~ ~ e~ •~Y:, ~ , rj ~ . _ ~ n.~~~' '~,4~f. 'I 0 1\ ;PRWECTI: P-L SoE ONAL ~ ~ \ 1 , . -H ;c~ ' ; ' y~ •~i~:.~,~~ ~ ~ ~ ~1 • ah ~ocFrrea c c % 9 cE o~s L~Y~S 9IN ' .3• . , ,~E C t;tV r~a«w~ ~ ~ ~ ~~t ;vanEnw+ewi~stueuc_e,. ; I 1l~ a N ~p O 7 Y 0y , '•A n~= i ..I ..M1 ~ 1~~r.~ ` ~RIWEp1ANENII S WiIYATC 'i~p `Lc , ~ 1l ! ~ ~ 0\, ta~ow~.waaro,u~xxmww ~ \ , ~ i'/ / 1 ~ ~ V ~ ` '1~~ -If 1 1 : roaou+r~anrKewmunmYCnnne ~ ~ • • 9TH IANE • „ 'GALWAY SHELIEY LAKE LANE • • • ~ • , • ~ , • , • ~ ~ ~ ~ ~ ~ ~ . ~ ~ • ~ . • ~•muowwwe~~eutearawrncrmz g1 y) ~ 9NEIE1 J a 6 4C SNEC7 3 a i SM 91Qf 7 a 8 vEllunaFbAMoI RW456300 noiurraanmrlmeue~cuan Y~ W.Y+1,~COVf~M2~d....... CURVE INFORMATION + _ b P~IK 1 N1011$ I AFHGsTyNy 1 7ANf01f 1 [ND2U O N p5 COUNTY DATUM r; ~ w~..- +Sa~# i jm' ~i4~'a 9o517 u N Q ~ ni i3.ee ~ ~,yT~ (D 1 t' BM SET IN 6' OGNC, uW. 3o aQ 7nyo a.~ en ' / ~ E a~ n~ xoQ ~i:r m~~ii O~ j LOCAIID IN fOAMEfl IpAON VAQFlC O RA H/W APPFO7C IOD' NEST Uf OONKUN 9Y 1 17. ELEY.. 1726,07 O ~ , . , . . . . . . . . . , . . . . . , . . . . " ~ ; aoSi2 _aoero -aOO97 . . . . . nCAI SCACE. - - R . e~k ' „ . . . , . . . ~ . . ~ , . ' . n @ . . „ , ' , ~ • ~ ~ ' & . ; Z FUlURE pAPROVEMENIS PROPOSED IIIPR04EMENTS ' , . , • . ~ . . . . . . . ~ , . . . 2 I . . . . tor ov ake ~ Z ~.n ' ~ S..4 y ~u Ng ~...,~a:,.,... . . rureaMOem-~^ t... , : , . . :ra,NsnWtaau.aww~ . z&.11 ~ ~ . . ~ U „ . . ~ . . ' . . . . . . . . . tuvAM1y roM~raN qasm+c „ "~_N ~ ~on R . , . ~ . . . . . . . . . . Q ~EFT ~ry ~ e lpjy 1C ♦JS 51Pdli RYVFIIDH.,YAtpl LM Z a ~ . , ~ . ' . ' " ' ' . cuRe oasTew.eAkkvT : . . aRe . . . . n ~m : . ~6 : . : : • . . . . . ' ' , . ' . . ' . . . . . , . W e . . . . ~ . . : . . . zo6o. . - a ~ ~ ~ ~ : • 2060 ~ . ~ ~ ~ . . . , . . . .~aa~,~. . ......j ~ • . . ~ . . . ~ 3 ~R,. , , , . . . . „ . . . . . . F~~ _ . . . . . . . . . . , . . . g . . . • . . ~ :aao~ : ,=oree7 : . ~ , . . " ' : . :R^ : e~~': rn,yenaraau:-a • . ieia;' ~ . ;.ndK ' , . . ' . a „ ncv4na'ro . , . . ~ : . „ . : . . . . . ~ . . . • wµ9~rd.mai xs aqIa sccriar . . . . . ' H ~ TO. . . ~,m._-~ • -ucNaM+s[c~' whcvAnaN . P a , •S~: ~s 8,. a 0 , ~ . . . . rx~..~,~.... , , "~ffcna~+roa...:.";1:,,.; ......:I:;,::..3 . . . . . . . . . . ~ F ~r~C~~~~........~~' . . . . . . . ~ ~.n n ' ° ~ • i 6 4 ~o.cses . . _4t 9rorn tLLVAmN • . . , , ;P~~ ' . . . . . , , , . . . . . . . , . . . . p I ~ . p ~ . ~ , •,8 ~ J Q i 1~ . , . . . , . • ' . . , • . . ~ , , ° . . ' . . . ,~R J a zo7o ~ ~9~.E0 «~ao _ ^ 20~o ' W . . ~ . . - ' . u'. +ri• _ .:5...~.... . . . . . . . . . . . . .d . . . . . . . ~ . , . . ••A u ~Y . . . + • i ~ . . ' . ~ ' =ooata ~9ioitqROUW I o . , . , . . . . . . a ~ s ~ a . . C/~ r,,.:' ,g;•=~o; ' Sa I ~ . . ' . , • . . . . 'a+o'vc ' C . „ ~ . . . . . . . , _ . . . . , , , . . . . , . :xa • ~ . . . ~ ~ ~ . , . ~ - . n • . . . . . . . , . • n ._n ~7 ad + . .^I": ~~'r: o`?:n. ~n~l.~ ~0.' . . . . . . . 2080 ' : . ..'R,~..\.`..' ":......,2~.,..:.. . G~ ':~::k ~fl~=~ u m.~ ' . . . 2060 -U.0196. .u l R . . , . . . . . . . . _ . .0,04:8... . . . . . . . r.~g . . . I,.. d , . . • _ . :B.s . . . . . ~ • : . . „ ;~oarvc. -aoe43. :..+g ~ . . . R"• w~n~ -'ixdic .....,.~Q.6rou.. ~ . Fx:: , , , ? ~ ~ ~ ~ . ~ ~ . . : ~ ' - ~ g . . . . ~ . . ~ • ~ : _ ~ . . . Nr, ~::o....a:._a~» . _ . „ . ~~s~..: . . . • . z . , . . . . . . , . . _ . ~ . o , _ s„ ~ ~ ~ ~a $a U, • . . a . . -k ~ • , ~ , . . . cr . . . . . N , . . . . . W ci~. . : . . .2 a . . . . . . W:a . . ~ za7o.: , . . . - - . . . :,a ~ . q~ WM . • . - b ~ ~ zmo z u- Z : . „ ~ ..~r. . . . RIGHT:''. '.'g . . . ' . . . : . . . . . . . : ' . „ i w . . . . . . sntc tna~eo'-~~~ncvmri~. • , ~ . R • t ; iow var~ . . . . . . . : RICNT J Z . , mo' w . ~ . . . ~ ~.a~d ' . . . . . . . . , s . . . . su47.ao• . . . ~~D... . . i . , . CUNB . . . . :.I,;,: . " ~a' ? ~ L1.~ . . . ~ - . S . „ . a , 8 . . . 2060 . , . . . . . , , , . , , , : • F.,..... : . . ' ' , 2='a 2060 ~ g , , . _s . . .................:e,a~.,,,,, . . . . ,~,.n ~ . . g.. . , . . . . ~ . . ~ o . . . . . . , : • . : : . R^ . i, , . , , sa b ~a . . : . : . • . , mwa~...,, : ~uev,rroq ~ ~ vc ~20w.. TRµfi'~ ~ . ~Y,.~ ~ ' . x~ • . . . , . . amvMSCCnaro.aa . . . . . i t ~ • . . . . . ' . . . , . , , . ~ , , . . mµq rxw aswo~ gc " ro : _ i% a . . p' ° . 5< i~v~ .0.., _ . . ' S . . a . . sd„_~ u ~u. . 41 6UDiN EIIYAAON . . ~ ,T^ ..u . ' . . :y.~ : 1-.~~Y,. .b• a, ad . . . . . . . . . ~ , . ~ . ' ■ . . . . . ~ . . ~ . . ~ . °g . . ~ . 'ia ' x ^H a . . . . . , . . . . . . . • .mp n . . . , . . ~ . . . ~ . . . . ~ • . ~ . ~ ~ . , . . , o n ~ . . ~ . . . . . . . . ~ . ~ ,q~ . . . ~ . . . . . . ' _ ' :f . y . , . , ,.!r.. . ~h . . . ' ~ ~ ~ n P ~ . . ~ p . . . . . . ~ r" ~ ~ ~ -~Q .-4,~ ~w_~~__ ~ . . ~ ~ ~d~ . „ . . . . . . F . ~ ; : : : : . ' :p ~~'~8 . , ~ 6~;~ B- n~ Bk B~ 0_ ' L~ . , . . . . :d •ii., .n~i 8r Aa ~ $ ~o• AP• ~Y k e ~"e, - . . . . , ~ SHtET , . . . . . . . . ~ .m ~ ~ . . ~ . ~ . ~ ~ _ . , . . ~ . . 4 - ~ - ~ . . . . . . . : : . " ~~r,.~~.~s,sa a~~~~.~:'~~4 g ea:a • , ~ , . o~ ~ . , . . . . . . . . ~ , . ~ - - ~ ~ Ea . . . . ~ : „ ~ . . . . . . . ,....,~~~~..~Ce . " n n . . . ' . rwn .u p 14 16 n 18~ 19 20 ..2~,.. pp20 y / r7so8 i ► , SEC. 24, T.25 N., R.44 E.,W.M. `N~M'a E u~N,nMS" a ~ SPOKANE COUNTY, WASHINGTON 456-8000 7wiao tc f1 u ~ 4 11 au u 75 cui no ne.ta an > g. n. wu~~ rc nion ra oc m~r ¢ ma a 4FCA fIFVAl10N ~Id ,~Q rrxn n ff 1 / ~ _ ~ o 'rc - ~ ~ / !p U F TTP[ A. 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CENIUWNE 6RADE DO1M1 TO W ~~~SIVMNEOOUH1VfNCiNCIHSOhNtE noww+E m „ TYPICA ~~0 ~~CT10N ; artcuLVUeucoauu~ro~uGiwu a ia ~ xm n : CONSTRUCTIONPLANS ~nt GALWAY LANE DETAIL 05, (su +aesw ro srA ~:.issq ; a{~~#• whrccErtec :~vru~ ocnAEs: ~ b 3 ;vaau[cruxEUilEswetIC' ^_,a O ,1 A . PaQIfCi UNE NII S PFIVAIE 0. L ~caawcn~uw~[.nro.uaa.mao O ~ wa«oauw~c~w~~.n•wrauNn~on ; rorou~r+~cemuiaronr~nuweManc Q ~S .roawaonvuffi~xamsrar..,.. . q sC InWT d' wAr bw~rt~q~~(sm)e~~~ wi , ia'umin iCUnuTr. ~ [A3MNt EA`LMSHt 1 I ~ ~ W IV unutt , 6VxiwTls wAr ,a Umm . N I r u 3 c w C x r u s[Um Mr ~ I III (n I `i k i rAsc ar aFe 40' Y io rece or aRa l~,sn I ,e.w ~ OA111G MICM I PANNO M0111 6w J O W 1x 'x 2x 2x J ( . -'C, Y `i ¢ Y tu5s 'e' ~PN~Lt cOnCR[R CoxrwoN~ ~ Y aASS 4' ASVnur CONCREiE CprtuN3NC ~ tt W ; 5 3//i 6 1/IF ASFMMT M 8' WI91E0 T1TE ~ dF0 S 3/1i TO 6 I/1; FSFNALI ON 6' (AUSNCD R0~ RliIOCpRSC N AOCONDIN(£ MM MSDOT qD WTILP ROp( TOV CdJItSC N AOCOIIOIIfCL WM S[OiIUf10NS W.SU.0.1. SPEQIGiUM:S ' WNO~IE 90EN'NN ~ NOIE: 7' QI t' ftli OfNIQM NWD MS V WNC TYPiCAL CROSS SECTION$ TYPICAL CROS$ $EC110N aao a armR ~ ROTCFIFORD ORIVE lYPICAI 6 SUPER EIEYAIW CRO55 SEC110NS ROTCHFOAD DRIVE (4fti YN70.08 10 SfA ISHSII) (STA IB~98.07, Pilt) c; ~ Z ~ O~ ir ~N m W '~.q. ~ 10' URITY ~ b' PAIVAR NOM FASEYEYi I10 U11UlY, ' Id UIWIY i ,10' DitIYAIF AdU EASOYCNI 17 URITV . 0~ W ~ n I umIeNr Gsaoir : ity u n i tt ~ 3o' w a v A TE rt a n u m n r i ~ i v u ii u n ~ I~~"~ ~ -ts Nu auni gcnai ia .u Nu suwr ~ etisuar ~ Z~ Z.. m~sna ( n+ou su u,u ro nA u.w) o. ~[ASaE1+r cAguFeit ~ I I ~x rwi ~vta (~a su 15+50 To srA 15477.47) I I Q V~ n~ I ~ Y, ir m I I5 ~rom I ~ I I >v I I I 1 . ,r I I J Q Z..r ~ I.~'~' i svo m~D, i]' Pkxv Mnm ' 2Y PAVtn vnm r c x a y j ~ ~ ~ o~ wntu ~ iy, ph n vMm ~ I W ~ I I ~ ~ n a= ~ vuwt smo[~s a E ~ ~ I I 4' rne wnt[ ~ I ~ I 1 Npt wurz ~ I I I t~ u i I I 4' vunT srta[ s7A Haa io m[ C u R O y vwn mt a a e y a ~ - Z~ ~ 1 I su Io.n ~ n u ~ ~ z ~ -sx 5\-2' a A A '13' AWN U T c W p+ R E c R r r A nwc , e 3/ u ro e V u A~ x u r a s' a u a¢ o anat tav to urt~ a inoonm~ecE wm vsoor e' k\\ , "5 'A' ASMK~ CWCRE~C Cd7INANGT fVCU1CA➢D6. 3 .7• GJw"S'g' ASMALT .w..c W1INNNC ~I I 4• ~ I I ~i PWfAD~AiRAN ~f 5 !/4x ip 6 I 1i A4NlLi pl o' WUS1O ~ 5 !/la f0 6 1/42 ISRlplt pl 6' pd9[D ~ x R00( TOP 'I W AUCCQp1NQ MM 'I~Oi RObf R1P [qA4 N IOCdRDlNQ M11N MJDDT n a ~,P~~ p mconunws rPEOCSTRI1 Nm'~Tµ SPEfIiICAlIM4 n TwicsL cRoss sECnaN SNELLEY I,AICE LANE TYPICAL CRdSS SECTION TYPICAL CROSS 5EC110N 0 COUNTY DATUM (srA is.w m sr. is,Ti.r) cnLwAr uNe SNC[r ~sra iww ro sr~ iaes.5e) CALWAY IANE (srA 1r.u3i m sA i:.cab) Fo, i/Y a[aap s[r iN e' couc, wa+. SIEt1EY LAKE IANE (su ewa.e4 ro su i~+5o) ~oc~ho w roauCa unia au~nc 5 rat a/r~ aavRox iaa' rESr a caKtiN 97H IANE (siti taro ro su u.e0,14) or 8u 0 47. ELEV,• 7020 07 r%Ctt q pgyjg / I150 B ~ SEC. 24, T.25 N., R.44 E.,W.M. 0 COUNTY DATUM °"D~~"o suv~t utar as-CAu OWacn SPOKANE COUNTY, WASHINGTON FD. 1/2' RCBAR SET IN 6' CpIC, MLN. ~ r LOCAiED W fqtMEP UNIOf. CAqiK 01 456 • 8000 ~ RR R/tY APVFOX, 1p0"*SSf OG COltKIIN OT ~ BM 0 47. CIEv,- 2028 07 ui uo mqi Nn aim rtu x ~ - • - . . - ' I POtID -p• . . ~ i ~ . -rann ' • aa R- sr TRACT A um . . / PO'D BIL /AC/tiDIlOVVm-IIIO $F YN. OC0.L C20.1L77 . . ~ o 11'P[ 9C' ql~ 4 t7+~ F . wo omen ~inc •e' ca+rtu ■TM mc'~• 3 ~ . : , .10 'ra urim- YCTAL fANE NID QU1E PtA " / 1 • EAYYE47-' 190~1 • ~O• Z' ~pcu[ cparn S1.wGMG ~i~!^, • PUNSB-1 ND B•1i q.m rn srA iHe7.1e, a'vEtt.ri.tl pr T . ['9' Urt'htu rnH rnE V' 11I M'A7W-4071.06 .9~' ~ ~ \ ~ . ' . . • _ r • SYqKIIE CQINiT SAAIOAPD 9AlEY LAKE IIYIE . ~.t. PlAM9 B-i u0 B-tA o RA 1"WB9 N.Ct r~~i ,~"t• \ . " I1K'I' qA81M.ET Rq . AA 8+07.01. Of7S1.2100' lT ti fo» RA 9O(MIC WMIY ~l_.. ~,.:<_~J 1 . ~ . ' S'-Tt➢['1' dAB IICI P01 SPqfrNE WUNT1 SIAr1~0.D " Y ~:d' p1A1[ ULYATW16N.71 SIANCAAD RNi B-S ir7 ~ . POIAN[ CQWIY $i41Wim PLAPI B-! ~y' . i ~ ~ " 7 ~ _ ~ 0 A 13.71626 iP207L"''•., • , ~Q • 0.4l B-! S7A I2+69.10. tt-20570 ~ ~I CJLkAY UN ~7•,,~~ w-L s~Y . , srA i2.san rF:w.m n ( q rr~; ;r. - -y , N •-c'r aFm~n. ;•,;,,°~"i: ,"o~~-.r. .,~f"arµow 4 m 9auc muxn nwm~n ` : ~ • . ~ ' h • ~ ~ ~ . ' uu (amiu) ` aui Z . . , ~ „ • ` , ` , sd rx unun e-e i - - - - - - [ASEucNr n~ii.n.n. n.2031e2 . .r-iroc 7• aM na[rva ~ Ttx mrni MTM ircc 'a• . I T•:. ~ - ~ qr i •'^•+1 ~ _ ~ - 7YOKMIC CQINIT SINOAIiO (i ww o-a • r i YET/11PAYCAHDCRAlCPO~ N S~u4 COUirvRUaVm 5lA IN~1.7LiOlW1l9 = • au¢ QCVAnb ~`1'~ T•I'~ q I i'~ I 'II~~;~}'A~ ' _ " - t~ Q PU US 0- WD 1 5-15, SfA 11WS90. OiTSCt•Jr ~ I- POND '8~ tB rrD[-~, • z I'. ' - - L! t ~1~•• ~ • . voa an u[v .sus~.ue qtuNAA . .n - - - - - - - a1W~97 7 1VPE 'I' tlll~ MIT P01 '~y7 CAFJIT N ~ A S ORA11,lQ ~ LT ':••L ' 1• B'O{AK OOUNT' Y~MO~NO ~ EtiWRNT PpO BIY AI[A FAOWIb•f102 A w [AsM[n ~ "is~.n 55, tc-xo~zw PoND p' m[ atntu. ~~x me v' voro Qrv za3ta o0 YE711 (RqE NID tltF1C 10t neao i~-+ss SPOKANE PLAMS e-i i~uo e-ii~ `Pi7Np 'f' - r"~ ' w~Ox. eiw n'~iv.ani~ei. 692 s . 51A 11161A7, pl;k~~l~,TI' lT ~ Bn _~1~ ~ b• oR~ MTM rnc POND "B" DETAIL 2 REOD WAR REYAAOIaIDlI PO N D 6~ ~ YCiAI IRWC NO GRAII P01 3 n~ an~ n~cw R IanD 1~60 1 fir ~ wmuN ro o-ts~ a~' i0 SPOrAW PLANS sr~ 1s.aea7, arrscT.2xoo' Lr ~ 5 w+Arzncv,aa=m3z,4 ,ecow~nu,cw~c~oce M~ ~~p'~ 4 . , 6 . ; oF=~Ctu rueucoocuWFxrotuGlNu , • ,wm • - U. : CONSTRUCTIONKLANS -=-3 T , - • : PROJECT #v. is3Q X k - . • wrE httEVtM o : i W" aonu tn¢s rm ip. ~~v~erµw~ie~ woue• e~ ~ R~ : PqDJ[CTIMIENi~$ %WA POND A Dx & •Es DETAILS ~ - ~ t s ; nmwn+oc~wiroFSr.ewwmaae 0 ~ ~ r.~ . xo,wwaw.weracuuerwWwrowrte. NOTE: POND DETAIL IS ROTATED 180' FROM PLAN V1EW. ~ Fl~ ~h / - xdau artrw ROMJRlE UEYAl10N O W r. • . ~ ' i API{!LT pd1T~1~~W~E . . ~ f~ vuc~n : rmc E. g 8 ~ . ~mc'r oac~[ win rrii rn['r PLAN NEW xauo awe du~ 0 p~ _ _ ~ - _ YCtFI {RA1[ I/A 11PL T YRAl W11E /f ~ ra mawc munn nwm,um nAas ~rw) Z~ Y y ~-a ~-~o ~ ' STA 17.i0. ~15L7-20.Q RT ~ q- ~`K~'l'• . ~ GUR mw 7' INNCAL . 4' . 7 nRCU M79.9D - ~ 4'W ► (u WI.Cf1ID I-MORIIK QIiiCN EYVA1W1 1' IItlIX PC.G ~ b ' o~ ~ UNE sEcnori n Rp~qlFpRp Rp~,p W , ~e.w • ...y. ;yr r "^-a~m'"'~ ~ '"/.A'/.X/,K/,dU~n, ~ w u ar it ant[ ma aiai . ~nmoo sEcnow J ~ ~c~rxi~,~t u~Ymn.x . ` ~ y~ / " TYPE '1' CURB INIET 4 M W ORYW.iI riN imF •1~ ~ ~ ~ NOi f0 S411L YEIAI lAAY[ NO OIAR VCR 6 SPORAI[ Qd1111Y SI110NiD cc VW15 B-I IuD 0-15. ~'AY RIP-AW WifALL srA 1e01.37, orrsn•ao,oc u pGtF 6Fa~iKN•2oi7.n I wJaruu srw[ sff-u' : / i/' `i ~ ~1,, . ~ ~ 1~IAx StM[ 9II.10' ffONC 92f vraW~ rAWMEwr PONO 'C' ' ~ . l.~ . • i. ;,-f%'. i~~Jj~~,~ : • 1 1"Y W Rur. ~ I , ~l . ~ •'i . i 'i:. , T 4 IA ' oaAnwt usa nr + ~ % i. .i • . ~ . ! ~ [ As svcarco a 0.w POND Q zoe~ ~ar;.eoWSr L, i . ~ ~ , ' / j,,:,'~: . , . . • ~ POND Bn biA PA6NUED-SSJB S ~ ~ '.~r. ; J.'/• ~ . : ~ ~ r, l I ~ o ua m.v n[v.~aa~a q,, i i.'~ ~ ~ ' . • i ~ , / ~ : //r,l ' -.l` ItOV CF &ia R[v,- p . Z aEV, a~ J%.~ ,'~i/''~~~♦ i~! '~J~~ .t/i. 1~.~'':j 4. 1~ p~~ newrao Q o. 1!' 4 A W I L. O ~ S p S m - ~ Q 1 N 8 O R W W I.. / r.'~ i• ~''I• '~l ~:J ~ sTwmcaa aAaT wm ' :%!'~,~i!~!t.~'..t:l~.~.t.~-- uN.UK aarµcra wu.ai+rwousc mc•a'aRa p V W 3 r~ u m a r r[ w 1 Z I L Z a' u~. F_ •t~. ~K atrza . U ~ r „t~i11111 f t~pt rn.r~yv.na ~ar s~roF ..r.r.Z Q Z • I _ ~ W aeY StAU NRC ~UC . ~..+:.c MRON R fv 1' MMX P.CC p ~ ♦ NOL p PROMOE FLRR fIHNC NIOCO 1545 Ot C011l,) ~M~1 I'-J~ iCPYR OM O~N YR ~ IN[ NAIIVC 9dl NID THE \A9m ORAN ROIX AND UCIMCEN W/Gm POID BOTIpI ym ~ M[ '149m pGN 0.0IX NC M pltMClL ANtAII. ~ OIAOC➢ PoND 80110Y tin'-i.ae' enaw POND "C" DETAIL 3 C0~ °f "P""" w ~ xur r.m 6 S E C 1 1 0 N A L V I E W ' TYPICAL "209' POND WITH DRAINAGE STRUCTURE g NOIE: PONO DETAIL IS ROTATED 180' FROM PLAN VIEW. N„ „scmz sHar ~ nc uQ oF wor UMM a vxaiertn As . vao emsa MaronK 6aF7 ~c~xo ggp2g 9 I1S08 I ~ COUNTY DATUM umos~amm mma ucar ~ ~ SEC. 24, T.25 N., R.44 E.,W.M. e u w ' . ro 1n' aea&R sEr in e• eoNC uw. aKE-uLL Nu~BEa , SPOKANE COUNTY, WASiINGTON iourm ~ ro"a+ u~ v~c ~ y ~ R~w waaoM, lar resr a ConNUN 4S6'BOOO N BM 147. ElElv.I016.07 wi m~ewa wn 3~ i ' , i ~ ~ , • i ` P.' ~ , . . , \ s ror^ w~r ~ 1 ~ rzwvaa~m' ut i , ~ ~ I . ~ 1 NaN ARW EAYYlMt, , /PLAT 9OUNOMh A ~ 1 1 ~ 105HM0 OIdRID ~ mivaeuRr ar .r 4~.. ~ata xc t "a.~.'c~.t<4~; ~':,,a, ; ~ , ~ Ms satr. ~ .",r.'r . . • , _ , ,Y~x,~, ~ - ti, , , ~ r~ ~ ~ ~ ~ • N , TEMPORARY DRAINAGE TRENCH XOi TO SCAtE k.wl 1% : ;7r'i.,^~" - Sr.MA2CW E o Or'rwul7UBUtDOtum[MOFIGINAL - • 20 I CONSTFUCTIONPLANS i omau iwc Y aveawc va wsvm ; wRaEa r• p-t~~ . ~ N o~wo ww :.m (2 tim u ; aie~cevreu. sw ~a w \ 9~~ tY'•. MWOMAY MIRIRHS Pd YU, C0. NU , AOGEPIUKEE7IPINFS: QD o ~ m rS+la-~.- ; ~6 \ ~j+ti . SPOICUiE CQMtt S1uaMIDS um iquM ; PIqECt uNE IdlE3 Weuc /~a o wwUE._o~it_ , • 5~ TO eJSOtr+a , PP6~cT E w~ • , F (BNtltlCAOCS W N(WJI N 0.A4 WR ~ m~niaino~wioooneruiq+uocattr \ . ~ • l NNRE 0.Q{D . . ..D) : KCfF7W/oe4v4eWrYU¢~eanlOMry1 ~ . ~ / ,r°:~ ' ~l ~ ; .p,;,n+°'; : ro v~uow~aret~qa,ncsroi~i.w~ittuwa 4 3\~ . . ~ / ,✓.%r . r°' ~ vEawrtawuaeoi pal45&amo ~ ~ ~ 1 / .r.r1" ~ ~ amneritFe~tce~~a~zoan ONAL \ ,•r' ,.:+q.~ \ ~ ~ Ar" • ' . . . ' _~.~,~.1. IfWILS 9R1 ~ I ' ' / /~'F ~`bs ~ 4. '1--aaw eorra ~ e 6 ~ .1 • ~ / ~ ' / ~ ~ ~ RFw20~.1! bs 9 . ` • f ~ A ~ _ u'~ena ~ws r 2 ~ a SHEEI er rK w~. mr as' ua 9 3 ~5•.- • ' . - , M07 DRAINA s m~wsn_. PERfWA1ED i01 O A ` . - / ~ • A r ous eocicu ~wn r oar wA a n o a~ w a oa wa c m g o onAri ~ i nus s¢n \ . et stvwi[o er uN A.,,.. 0 ~ flll[R I'AWdG ~ a ~ 0 ~ . a 12• wv e s.ooui rt xc~2asw cM-»".is % . ~ e 7 ~ ~ ~ ~ . ; ,1 w i0 o ~ . ~f BE PQ6WARD 1I11N A 1/i' a ~ 9 M1p • 00llCC PUQD A1 Q z ~ ~ ~ . • iz a ttoa. ~ ~ N a° " • ~ 1 ,-f`.~,,, ;•;t;;` ~s.ea SECTION A W J ' SPLASH o,D MOT TO SLl1F - ,Y Q i k V ~ ;'i,; i ~ tn ~ , 5.,,,~ ~ ROGK GALLERY DETAIL 3 r y • . sa ocrw a ous sHcn Nor ro scuc _ ' W ITEAIPORARY POHD ' 3 vc«o acv.nou.is iH15 OETNL IS ROTATED ABWT a~ acao~ ~u- os s teo' FRow P.nN wEw ORluNA'fE NOiES~ W ' °~CPM, e[rn a[uv.'sois ii.-9n s - ; J~ 1. Spl R$1S .WE AEqLdO IN 41 i0405. MItlK 50. 1E319 NE MC71HiLD. bE (1) TF51 U01 fOR CAIIM I EXWNRf GPAp1Y AN) Spl OiCM1K YA7iER 9111L E r_W.,....D fCN EAd fRASYD PEIfCMRdI ANCA 1J00 &F, I^ OA IESA Aq IDQIIdLL 5[I ~ SC515 YAY BC ROUtW M(AQiMpIION/t 7,000 SI', ql FAKiriI 1[515 ENALL VJ BE PCAldllm ON A RJ!-Y7ffD SwPI! OOH95tING OV' M( TOV S➢I (6) INGES OI SR IAOY A1 IfA$i fplq (1 WRCS UNfOdIIY O151~U1ID 04CA 1HE PFAlAA7tON ANEA V MC ANACE CAIION E)m11ANLE WAOIY q 15 ~~/~~y~ W TME ~ ~ n ~ ~ «R ~ ~ ~ ~ ~ TEMPdRARY TURN-AROUND DETAIL ~ ~~V1DIURA iRGMlli. ipl Si0 SGl£: I'.2d ♦ a m • Z PUT B0.MUAR1' CC n° • p~w eum..a,wa ~3s. ~a5• ~ Z u. Z wi n[.a ~ ~w~ ~wuc w¢ac nur a~nmK a ma ROTd1f0A0 palt ~ ry~ v w.r~ a.wu~ I91fD dt10E JV m~ I I ~ RYPoRMT 1Ud AROW1D Q Z ~ •.ld.~At1le~7, y.s+: f1BLlED CRAOC w W g ~ A ~nmR nr aau* urc an Yo ~ a ~om~aD 7nc ~ I n ~ - - ivcii,G ~ qp aW# 5flAY5lION In: O 3 ~u ~ A 5' ASPHALT iRANSITION D ~CTION Mor ro scut wor ro scKt A $HECI ~ 7a7 ~ ^R 990" ~ . , / f7$og ~ - ~ ~ ~ N.~ % /~j C~ JE✓s- 1 : ~~„K s r ak COVER SHEET FOR ~ ~ ~ ~ ? y, vltP l~MR k t ~U5•8000 _ ~ i ~ ~~Bp V ~ -'Ilp ~ ~ ~ ~ ~ 4LLM101NM114ft (~q~IRyMI1 1 1 j I Iu"/ nrx+euro 1m19^'fM ` vI I L I . ' 1• ~J I E ! LAKE 3RD ADO _a l.J L ~r/.,L A . . . . GRaPHI y.~ ~ ~rY" . . 60 0 30 5 80 LE 17n STREET AND STORM DRAINAGE PTANS ~ SEC. 24, T. 15 N., R. 44 B, W.M, c'" `w ~ akNks, i~n . w rL ,c r T_ 11`CAI K LE ~ u 1110 - - ~~T ~ SPOKANE COUNTY WASHINGTON ~ ~CATIOtI 21~ wl , ; ;.k omeeA+Hd ~a:rn otv ~fr P~ L i 1 E~ nnan at r,n tv ma~ Rn utc a.xr I ~OMAI ~ ' J~~ r~ '2 am~a nrr aoxwn . , w ~.Ma m~ • TJbp >naim. ~i I ~ 7I . )e: a~'4~ ::~a':.~';• ~ I 1 ~ ,~_iI ._~'y ; //~ICm1ARlOGM110~ ~ ~ ] ! J.~ • 4iPTJ IW YC411{C:O Wl S n yi ~ I k „%'r ' "':1\,,~ ClIOIR tOflAMAVO I fWN49 V901 M.L~R7 ~ , c- • I •~ii " ~ \ '~9MCILti Pp97M • ' V' • ua.iaKE. GENERAL NOTES ~ 3RD AODIiION. imwoarwua rrmn urc µo :r at uowm~ nt `~/17~~}'{J\/~n , s, mana ma oown . . Yllillrl l I lrlllf i~ ~i.•. , , , ~ ~I . 4• MG ra1R M'. 1. 41 MO{K t10 YAILPJLLS SH4l BC IN fOMf09M4p~L MSM M tld1N~ MW IFP n~J'I,.~.•'I.•;•'~ • ' II1`;1{~ iY 'JIQfAMC OdA11Y 57/NGA1m5 id1 FOW Ilm $KR COKIRIICIiW ~ ~I Ku~LC a.K. ~v,r.uo~:~w.x~a E d.~ai.iel ~,%.:l:~i.Y/:"%;• '6, ti. v, ~~'~.i • > . . • ;I; e THe eoVa.eme rs veaero io a. A vA ~f tt~a rea SHEl1fY UKE K w rnrsnrocna+s ruu~r i . , : y a art Ai ui aics mE Ae:Okt 4V a[ rORmi rnu eM&r #4 m ~ oCwn~ uuM.t[ SroJimOri 0r '~0" ~r~0 nd bS98~C ~u0v~l tt' IN~( + .ITER I1EMS OplSIAUCRD MiHCUf ML PUMI ! ' ~ ; • ` 5_~~ f''%'. ~ i: mi~ ~ • • r I ~ ~I ~+~if ~ ~ePOlm 1 M Cp+1RACi0R . MMMS0 f0 n0E A tWRSTS At 6 MC : : fa?'!~:% ~,y li i s.•"' • ~f` !'~~l ~ P.Tr..i ,cavrto ~oAo Aw aaAa,a A.Mrs a" mc ao vrt w~+~cxn ~ PUT Bdl~I1T . ~i"~ ~i ~ ~ •\'.`'.,i\. Op+StRUttqu K n vRCCR[ST, TABLE OF CONTENT'$ , - % 1 ~ • . . ~ 1"i''~. .r.. ~ 4 wc.nc«s a[rnnne ummn &Hv+N N ae w+es A=e ucRGnuArL . , :.~i+~r. ~ % - ~ ; . ~r~~ ; ~f . m[ camMSm ViaL et erraarL[ raa iaam~c Au ~ 7 urmcuuaro umUm .wr W+ rixnr+c uwncs m sKcuL a ai awrtn C01'ER SHEE1 . SHEET 1 j K ~J' :,l•':, i. . - j!~,/` + • ti,•+:-; vmw m ooramucnoi v eaAn uro onuu¢ ruums ~•7:= : i' . ' • ,.3y':' SHELIEY LAl(E lAf1E SHEET 2 .8 ~ rww ro vrz aNS~c4. n~c mnmKiw a~svc4 . f % r • ~ ~ ~ + ' ~ ' • a ~nrec se¢ raR , , : ,3 . / i~ 1 r , ~ " wc unartcnaro ummcs uu nc unoreracmo urun ` PRIVATE URIVEWAY / IANE ;A..... SlIEE7 J t ~ : ~ i ' ~ x ~enun LOCAIIOu YR'RCf ~l ~70-E~00. DUONC ~0.~ qG C G Y inawarur .,m an. o c'c . . . . ~ awmume _ s urr uscrm.uacs ac~m. nc RAN, ' ' DET,,S SIEEET 4 - i . f;: ; ; ►w, . .J • l ~ , ,w e r n~ . •-i`--,-_•a"7_.~ , i; uro trr,sr,c ca+oi mrs awu.:uto. nH[r sHuL 1uLroumr xonrr , : yt ~ THE onI ws~rI wrtrnr o 4~-nNa _ : ~ ; . , -~rnACt'p'~ l ' 1 i r • ~ ~ i ~ nc mw m~oxcr ~iwr+an. r. a.c As~wm cr4cNcta rn a; RcPRMnAnK sn o ' -t:: - :i,,.-' 4t=' , i i ~ Y r.r'°.'mu~ nr' , ~ r ~ ~ • ; ~ ~ ; F,, ' ! ~e f NwnHW-sr, eava NcwAeo o u-ani, ae nt svDNns avm o s « . , , . , , . . _ I. 5.~ ._4..._r., C) ~ y . i i .1.!_•. ~ ~5. ~ ' ~ ~ ~ 1 ~ ~ ~ ENRMECN'S OrnQ 0 477-3AO, ' " :I_ ,;l„~ 0.' ' ~ ' 1 I ' I ' 7 rrn w AeFel tn~neer rsmWcnnl w nrv.ais. Msr.u htM rr6AiC '+u0C0' y.! w.OR APRiOKD Ep/YIlENf OEINCCN TR ONM~EtI BNVICI A4D ME f( JeD l1wLn: s L }?A7Gl\L ~v~ -.i' - ~ • . , , r : w,...l. tiSKD CRANRObl. WD B:MQ1 MC W*SKD ORAnAOd qIp NATlF • ~ LIF+," ' ' • ` ~ ~ ,1 S ~ , ,~~1' SOLS :C( TOrtuQ COJNIY =11ND~AD 0[14~; d.l uA B.IA D "°•n Br RE EJfIS11NC rEin'au PROPOSEO • ~i, u - ^ ;ir" -~t.:'..._. - -;n,s~-~. ' ~ , d , i i~, '.rsy~a B~ Swu iMC CWiPAC~P SMILL Nu.E II! CITCAI (0 CIIORCf 4l UM. A13MS PxdM B. , d5 - PWwer _ { . ¢u2A W[ b utuh . ; ~ ~ . ~ , ;i , A tlMl IM~ClIS fRa BCMC C~1AWN&~ MM aT BY IIbi4LNG r~ae.at~mn.as.~ ~ 9aT 0F rTUlE ' ~u~= 'S , - ~'~i i . up~qt 11~'' ~ ur~m l.t[nf d MAC PttKW ~MI. 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'AS IIEC[ED* AISIS USIIG WAiER U'8CT •'I ' • ~ / ~ ~ f~`,•'/',~:~' %W-SSUIK.3MIPJIGAMD*AICRWNLBCVSCO'MICNWAIIPPAE59IK IIPEYN-XYDp1M7 f_ i/ I.,• 1 • ~ , , :q: 4UE ~l.L NO7 wa91 ME COISiRII[rON GC~IS ~FOI M_ Siftti 1~+1 WMCS 12 f(R ANY CIRp f,qnpC lbS TMIN p!S OOOSp fl A WASMIIG7011 ~ ~"~a--- mamrr _.9m~w~E SIAiC PRO[ti9fllu UID ~IG%EIOR 41U11MF1 lAi AIF O1f9 ~ ' • ~ % ~ 1 J fpNS 1PF If iHf, GR10ES M01rO ON iM A7VP010ED PLPNS PA~ ~ % N1Y PLAQ~QIII CF QIRB CO4RI'R. M[ COIIIRACiGR IS NfS~ON"+81.C !ORW i 10 U1 ` • ~ ~ •W.Mllf /I ~ 1 19R11qNG uO COOFDNAiNG 1q4N pM M; .~,„-.,J4 Wlp 911MfY0R. J u n[ tan^cmn SHuL cwLar A ueNs[n wrvna ro Vcwn TMAr i! I i . ~ ~ ' n ~ Q n[ c rt 0 3!- d m[ e i t rtw, r q[ 1 f n~ o q w C t t RAn C c e+ o t ~ r o y car+cas vuccUa mc aon-arrrtn snru et crnstnucrto rnon f. ; f ~ I ~ 1~ I~ ~ ~ /~'~'•l.. f0 PANNQ AIO MC PAKYl11I 444l MCH VAiCH iN! [OQ Or M w ~1 111 A r` ~~VVSm / CQVCIEIE WtiP W w~l I'j F'' iP ' umu~ "•i • i r; ~ ! J lt ,C FLA111P:i~ -7" 1, M[ noar ar A ce.ssro Psrtca,nrn,.ru (ve) swAu auwEs (L • IMf l[VCl vOntqu a niC Robt 0r M yw.[ .xD m[ sotl7ro4 0r 1 1 ~1 • ` I / ~ ~ MF SNAIL IR f0 tNF OA OKPfLOP UEYAiqM O7 NP 7 DRTELL ~ ~ ~ i , i n+[ sm iouRO N nr, noou a nc a+ s++uc su ec A Vcow N G ~ { 1 t - ! ~ I,, \ , m iw owuuuc Wenmu. rn, ~ uneuw iu2mAneu aArt as as ~ ~ ~ s [ • r nrcw s+lu wmne~ AWatrzn su~tNr 7 aravt -1, Y Put EvaO V~. n~ ~ ~ S CtllfdN Ip Mp ifpURCufMi MNb 1LIEf1[$ MAT tLl CVA SMHE --j IMS MnflEli'elAt[u[MI 41ALL BE S'16~11CD (0 iuC iPP1IM CONtr ` J \ i rx~r[w'c nrC onon m usv4 uur. mnus,l~ i nnn~uAwr, um PYJON 10 Rwu 4a r ' rrAN¢. 1HE sM'ar now u.rtatu Wu ec ~J iWsrrim ro. wmc san anRAnw WIa ALm u[tn a tRC[ro ~ Ot5 ulieuuu PfAOttA'.wN MiE 0r 0,5 1404CS VCA "OIR f ~ ~ J ~a IuC ta+mACRa 4 RrraWsat ron mo%mmc Au uoNt +rq ~ w,m+.~5 ~carsaY ~w n~~ E49 eauna a Me nrrtwm mwMc.cnn sMcw nH o¢se ortA■NCs GI tpGIIalm t0 A[ PROvMD. nRlyifO Oa CONSmutt[D. uM[SS SPFCbCALL'f r10R0 OI14PMg, ~ 4P .LL SmN OR-N 1'/CS t0 IfL MSI-{L[D /CR u4pXICMCRS ~StOIl4N6CWNIYkNGIN1!R9pfilCE~ SPf0~1CAilplx pi1CULWMCO(.CWCNTOFIOPYd. • CONC*qU~TION PLANS , ;aRo~~0 nsor : , wTE eecFJrm o~•tiIA=k ~ THE DESICN IMPROWXENTS SNOATI W TIiIS SET Of PLANS AND CALCUU11DN5 , ~N=ERUNCeocPFs_o.~-,a S7REE7 ~ ; aFKU[eruME wFrapue.D~1~p- PLAN CONFORAI iD APPLICABLE EDITIONS OF THE SPOKANE COUNT' STANDARDS FOR E~.,a: ;:~o ..,ece.wkn ; i.w~oc+..iatvew~r~emiwi.n ROAD At10 SEwER CONSiRUC110N ANO THE SPOKMQE CAUNTY GUWEUNES FOR *WUNTY DATUM STORMWATFR MANACEIIENT. ALL DE9CN DENAlIONS HAVE BEFN APPROWD BY rroimnrar.ouaro Gcqmuca FD, 9/I' RMeR 5[T tl 6 fAUt uOro. aanrc.wr[r~wa~~.~p' LaAiCD IN /OlIN[A UMON VAUI[ THE SPOKAME COUNT/ ENdNEER. I APPR01~E TMESE PUNS f0A CONSIRUCTION. ~a+~uanRm~-no+ ~ ~ ~ RR R/N 1DP1lO1L 100 et41 Of' CONkl1N . . . . . . . . . • 7~'0/ 7 V iZ u, acv. :oauaT tEVELOPE PDATE ~5ha:~pom6e ~ i p-I~sac ' ;.~,R,.i•D,,,.~,~~ ~ , , SEC. 24, T.25 N., R.44 E.,W.M, uMMcRouuo mmcc ucm ~ SPOKANE COUNTY, WASHINGTON OK-CALL XUYB(A ~.s ~ 10. 1 ~i; r , ' ; ; ~ l; _ :''t;~; o~om,~ ~ W,mR ncV 456 • 8000 COUNTY DATUM ~ d ~P.LC &Imfr . ~ ` p. ~ w~ 'n srnrtn ~m • • Lou~t`o n ~AR 5CT IN 6 raeuw vNiuu veCsx :•r"!~,. ' • , SHELL'EY LAKE . ~n s-+ro R LOC 17G~a 0~ i ~'t: RR P/w AWROx. 100' VK St oI t01KMi 'r'/ • / ~i`~~~'~~ I➢PROCVA t mc4 wa eu ~ u. ntv, :rozc 07 , 3R0 AD6ITION wrortn ioo vwn uvrt ~r ;CWtpM 1017A x,GVA, r•~,4" ~ • r 1t . ''t',,~ , GRAPM SCALE .,1o., 0~1 ~ ~ ~ '.1. so' staea rwim " '•F' '7i ~ s V , ~ ~r;:~n..~ w a z~ so iao anvMrMa ,~i~'• , 'S ,>1"'"9 I V unAntv. . ~ ~ ~in Q 1 i ~ j l 1 ~ :''~~1 •1~'b;' ~ ~rf t , • ~ ~ ,(~~'i r. bpNp 'ea' ~ I ~ ~ ' „ ~ ( w r¢t ) OClul 1, i i.,~ ~ ~ G~Mr~~ '4';•;;: :t:t_ I Indi 50 tt •jly ~I~ ~•q ' ' / •n1 / ~~~I;~i ~i ~ . ~ , ~ E ~ , r.:~: „ ~ r; L....~,~.~I '~I. ~l ~ l • ~t` 'A~ ~PN~It ! r ~ ~ ~ , t'~ ,1. " ~I PLAT rP;~~ ' ~ ~ ~ • ~ ~ . TRA.T,~ BWfAART-~,i.~' ~'t~.'•'~~~~` .-~OU.,{~_ C . ~t . " . - ' ~ ' ~ IC uirtm ' Wa9~iRU~SII .~xn 54~~ EAS~3fl1T ) OEtNLa. ~ 4 ~i pM I. 5~1~~ PL ~:h~' - ~ ~ CONSTRUC110N NOTES i ~ ~ ~ N,~ / . • f ! wrt~l OmC ^ ~ y' •~•r,f ~ `.ti _ ~ ~ ' M4 7E71I ; , . , _ "t+mryW• `~Q: ~ ,.r- •!:'s:' ; I m aq a f7wl v mrccr sa rw W.u,tcu. uro mnuK oaairr srwawe nw A-ia, ae Aro--m rc , : r, , i ',k: n',~, ~ ~ L Y`' - - _ - f ~ ~ . ~ , ~ , : . - - ~;:a:_:~ . - - ~ r; ~ ~ ~,a~~ .;1.:~ ~ `~~~.~~r _ . ,2' sm~~.'C ~ i's • ~ , ~r;' i,~ . ~ ' ::5:•:~•~. . • , e , ' a unutv 11 • us[M[xr a., Y` • ~ f. ,c~~~ ,.1,;:•`. ,.•,l' urha~tnori P 12 71. CfTAII ~ .1 ~:h~^ ,f1~nrW0• 13 ' ".L . '~t: , )r. oau~un 1~ ~7,,• YK1 Yw, ~ Y sr q~i1N V-a~ x( PUAT;,\_.Y. ••1 .L~. i~~ - 5 4 Y. ' ~ r j . 8 1 ,.t~ y ; " 1 6 3 10 . ~ 1 •i~. ~r ~ , ' r ~ r' . , t ~4 ~ e ` Y d~I~♦~I`//(J~/I~' ' r CURVE INFORMATION• w~ R,~,S ~.~,Rco Ar e~ a 002 ~ t ~ 7 SHELLEY .47ti •%1+~i- ~ V.enH ru~r~r ~nre S l -.,i• - ~ . LAKE 3R 0~~,~ ~l~ ci i id~~ i fi~ss• i i.79i e~ r 1 1 c F - f'✓ . , \ 4 'i~"' L ~i737 ~ 3:h I ri9 ADDITIO - y~ ~ 1 ,y~' out e'viK ~isi ~ ~ G~ •1"' . . ~~p . , . ! - . ! _ . ~ci~ laon' ~ . bvs1~u o c . . . . . . ..L.•. _ ~3~ • I •~ts i Suuo' i inn ' 'V` Jr~'r~~4~'S p • ~ i^'~ 1 1 ~ / - - ' ' [ ~ '~.7~ • ,y1r :O: I ♦ ~ / r ~ ~ . ' k 7 ~ r,"..x../ ,N . r . 1 ~ ~ •.17 U11UfY r r ~ 1'~ 8 S ~ . . PLAT 'J BOUWMY S000715 i i i~ ".cei'v 1a urtun r rt re w.~nM IN~~~1 .2 , ~ ~ ~ ~ . . ~ 4 , , t• , 7... ar i re~wtNt oEtaL o~o„+ er aff i . , s r ~ . ti~ J . o~n~aey sKu i ~ r • . r' . . ~ . . ' , ~J1 a.na eK .rs , N L•t0'a +~~ae+i~nc~+.rn~ I ^ " J ~ 1 ~ ~n~ t ~ ri . I i ` SH~E7 `1tYPORMY u ` DRAINALE.°DEVELOPS APPROVAL DATE ' ~ , ~ , ~ ~ , 1 ~ / _ ti \ •.J QF 4•... c ~ . . , i t . ~ ~ 1 ✓ 'r~ 'ff7" ' . • ~ Mh ~ ~m a~tWr.yiM'4 . , ~ "CH P(XN, ~ Stl~1f~9169 ~ , +aoim . . .___..-+nwu• -T +a.ooeo' n.xuaz -a m ~ : ~ --io.ww a • »a vo~r - ;-o,vem -j r +amm ; ~ 50.0f1 K 5000' vC 50.0 f VL IS, . Q~YWS10 j i 2050~ ~ h 30.00' K E rcmnxe crtaNo ti 2059 ~ i (1 ~ 'n ~FTi ~ Ni nry MP ~ ~o TOP~ - a. n~ - CURB ^ g ~ . . - - °v- CURB 20401 2040 sLOW► tiGii;1i LttP W turte ~ d da a•~oizco ~ i I 2030 i ~ Niwlroa~i ~rv ~ I R 2030 i • •v~. . J -0---.--J_.. . ~ - ~ ~coro7 1+amor ~ tiaam ,o,row I SIn.M:12 a 0 xw -ao~n NC i ~a~a_ I._ . . ~ ~ MUIPpMi I (0.020 ! I , su iewxa i I ~ _I - I ' I SQ . ~ v I . SAOO' tc soao' ~ s~ I I r a.:aaos OD' VC I cnrnHCour+o Q. oio7 2050 2050i....~ . G,~. 50.Wvt ° n:H ~ '_n10 i.o,.. r I~ i 3 l W~~ i gn" ~ • y + ~..~r-- el mn . . - .W .o .J-.__ . ` V rv ~ 1 u ~ ~ e.~~',o n~ ~ rt aa: ~a~ / ! ♦ r•~e~ u~a °o~.~t ~ a j.~ ~ + ' N "o : 1 d.-'-L•- ~ 5.Sa C/~.I I ~ .O i C~l P i• } e ~u [ 1 ~n"n X • o ~ - ~ - - ' - '--.---''1 . ~ ' _ ~ ' ~ ~•r 2040~ 2040 ~ I ..JI 1•. ~ ' •i-~- -1 i_ ~ l I T ~ l0t PUlxl Srti iaiade -FIM141E0 CRAOC n-2atei I ED op p 2030i i I i ~ aa v~an I " I' ' ! 5 2030 6 --',o,moi---~oom7 - ~+o.wi3- .¢ao~o-~nQ;'~i~ mH , • saansa nara~ ~-~,mer--~"°- ~ . ~ ~1 s ~ , saar ~c' I ' w ar vc ~ sao0' vc I ~ I r 1 r~siwc aaRro ~ F, r.,'~ ~ 2050 r I saar K I 2650 ~ • I RICHT RICHT': ti r I ; lor~uwXucoxrv~onc~vu ' TOP OF - - - - - - = - ~ TOP OF CURB t ~ . -r--`- . 1 ~ I ' ' - - I CUR6 ~CLFaSTRJMIONPS/1a"a, I ~ soao t~~ I f I I I ~ o ; t zoao ~ . ~ -s y[ w+r roMf I ~~^~n =F=_Til~r- ~ J K. I 1 St~. N.iu~ L tOG OF QW8 ! ' : ACC'.7f0.V;F.FXP61f.9.V_'• • 'J $TREET 10 n-tazso `e , ~ ~ : ~[nu, _wuF^wuc PLAN ' E ~ : edavsenwnwwn.nan~oeu:ruo ^ 4 p I I ~ ~ ~ ♦ ~ i ~ 'KITtlNMM4~'S'Uh~T~MR311!DIIi'JI ~ M ?O~Oi ZOJC ~ tO~M~Y~~IM~ RtWMYMRi~t M1 I K f "y + ' - ' ~ ~ ` ' .Y..~~ • '-_L . ~ ~ K1fe4CMIYtllINUI0fO1Ww111MK'V' ♦ E ry . ~ i91~~1pw1lM!lPfMKUWM i ~ I o ~ r1 J. • p~m ~6~ ~ ^ ~ i ~w ~ 4 m I ~ ( Y' ' - ~ I . ♦ N I - ' 17 -~~lb_ 19 ;~'mr~P~nmbar- ~ , P• 17 SOC Y,~, ~p~,(~~wa~l' UNDfRtB0UND S[NYICI AILRT CRfu'MIC SCALE ~ SEC. 24, T.25 N„ R.44 E.M.M. ~ 25 oa-uu P1unrcr SPOKANE COUNTY, WASHINGTON _ 456-8000 c . . , M~°. , 7 I ~IKfi rt$ ~ fL 0 (W fn NN(Sl D~R ~eMWf' Mew t ~ tQOl ~Vl lS ~7M SUrr'7 ~ Vl t ' ' ~ a • . CONSiRUCTION NOTES . , , , ~ . ~ tt, it.nu : ~ A J OI SS~[Cl 9GN XII NAI.tc0. uA SMf.wt WIMtt St.IOIPD W~M A-t! f , ' ~ .o _'0.~'r .i,s ';t'• I~il3f \ ~ ~ ~ ' 5 ;Y.lil: ~ , ~,~:.w~p ~ ~ , • < ~ , ; ' "'•n~~-~ CURVE INFORMATION • a~re a~oms K~~ca ~r e,c~ o~ are . i ~ ~ I~ Kl l~ y~ ANK aoan 1 91, io~C~"~i ooo; 9US7'a m.:~w~IIy ~ •r , ' _ 's \ :~l ~ 1 J oA61 ~ / ~ ~~i 1 • . ~ i . ~:t ` 4 .n~1 i ~i_e ~~rl , i ~lP, ~ ~ • ¢ . - i / los~s ansr•s g• ~•~j:~' .i~~: ' ~ ~ . ' ' , HEILEY LA1cF h ~ i \ SEE SHEET 2 OF 4 , SNEW:EY,, a,;.~ ' , , ' (q~, ~pi ai, ` I , „ i 1• ~i 16~, , ~ n ao+~ _ t L'AKE'3RD' 6tav0. ACCESs 2 10 AbotiTldN / . Q f ' L 4% SF.E Oitail PLAT ~ tB UBUtx ~I ni+ r. a+e~ rt 4 - } BOUNDAR,Y IE+~5[uC+t , ~a~~w rro~o~ eaw a ~ ~ \ ~ {.t~' ~ ~1 ' L ~ 1 1ly UTILfTY ' p,5 /9^71.UG rt B 41', ; ~ . ' ~ Ji \ i ~ ~ t i ' L.70~ ~ , ~ ' . • 0 / r (/g(u[NT ~B~ y ~ 1 Rtau~ j t I ~ i~'.~•~ ~rmrot' z .oaa. ~ ~ ,/;1 . aaro ~ 1NIERSECTION DETAiI s¢ orra ~ owvAtE oRiu[w~r a i `~_._.t. , •1 . .d . . ~ ~ ~F. ~tut ic °E "IL•. Stut i - ' ~hU utUn ~c~w 1 - a . i ETAIL ~ usa+a, M~ ~ ~,,~~s '•,i'' C; ~ ~-mo~«~~, INTERSEC110N D _ . T . . ' scuF: r . 4r ~ fn I 4 , ~ - ~ ~/1' . , ' TRACT A, • ux+e "~'E I~ ....__~~~.-->-4 ~ . E • ~ ~>~tt ~ r. _ ' " , t~;li,''r':' 26' oRn[war -.t--~~.. ~ ~'1rrnr• r,,,,~ i ,.t - - ~ .,~,n rM ~ ~ E~5[uEUt ~ ~ ' • t`°f c,. ; ti' ' . ~ ~ r` a, 4 d _ _ lE •A~ • ~ I ~ %I RJiE1l5ECTqN~ Y• C G ,r uuvn I Ht9R0SEE0 ~ ~ dtIVEM'AY I s0[ sloaL ,J✓ , -t0' UiR1tY S 13 U n d 14` c- ' , ~ ~ „ SEUENi J',~•~.,1CtlPORAM a`~~ ~ . . ~ ~ . a . . . OPAINIGE 12' l ` • ' ~ ' , t Wt'~ i \ LASEVfN1 2 1 1 ' . L ^ ~ ' , ~ • ~k~ • , . . _ . e CWSH~_o t ~ ' • ~r,vRosce waraauc - 510E SGPE$ ~j 10PW CRSC o •Q• 5'~ ~ ' ' ~(NF,; - • al 4 i ~ PLAi~~ 1 ~ . •.i fSOUNDMY y.1 .1.'~ r,~,~].I •t S 4' SHED r+otE aRauot CRAIFL 10 CFtIM WYTtiCI a fRCE OrtW1%C SOILS SEE'DETWL R iA NrWn SOOOODS ~ ~ ~ PRIVATE DRIVEWAY DETAIL ~ wc .C Ao.n% fm f SCALG I' - 70' TOP COURSE Delqr! Pt 9(M i a..n M Js HY4wi~/R~~M~~ ~ GRAVEL ACGESS ROAD 4 TYpICAL PRIVATE DRIVEWAY SECiION 3 NOI 10 SGl[ ~ W1 10 RYl ~ Tui.~ ~rN nnn w w~p COUNTY DA1UM ~ ~APPRO Al on~ fD' ~n• ~re uinou vn~~arc lOCA1CD IM ORU OM j~la0.N•~ M2G 0 sl Or COUNLn 1 ~ 001 ~ i { ^ I . ~ -aooeo ~ I ~ ~ ' I , ~ b RMS f~i C3 ~ aoJro I r+ ~S E , 12040 4 I ~ 2040 u~. = LEFT;... , 1EFT ~ ~ - roP aF~ ` iulo " " • CURB; i ]1~TOP RB OF w I ~ ~ d030 2030', ~ ~ ~ l f I~ ~ 1 a a I E ~ ~ 'n Cy ( ~ ` 1 1 3 ~ C t~y ' ~ I l ; O F- . 3' . I ~ f W~~ IVh- io I-0 WBD ~ r 1 IL ~ i O iQ O N f ~ 2~ 2040, a - „ . ~ ~ , T ~ 2040 z I aY. M ~ ' ea1 2040 I - 2~4Q C/t' ~ ~ . c/t 2019 osm6 to r + ~ ( ~ ~ ---2030, 4- _ . _ . .~i ~ • ~ E v+wne_~ _ - ~ - y 2030 ~ a 2030 ~ ~ , • ~ . . t 5 ~ - IT aR'ir0 l aFFlCUIwBUdoawucttrdllCiN, 0.l 1 , ~ S ~ . ~ • 5 ~ a ~ ~ ~a soaa ~ Qp~~ ,•--O.+z~b1iS : ccysTaucnoarwNs ~ . PibuECT0:1roLJ. - - , ~LEFT ~ , t~ RIGHT ~ STREEi t . , TOW OF TOP OF t PLAN ' . ; ~ ; - g I avucruecuw~wt a r CURB 1 ~u ~ :'emee'.a~wu.~trn a"~ CURB ~ I ~ 2030~ I ~~cm~aei«o+ . 20.30 cmraa wouw_ ~ a~a_c I.. IMO~if 11~1P10COtll~AuC~t ~ Z H Wy ZUL V~ V ~I ~ ] f ~ 1 N < r~L~ . O • ~JJJ ~ r~UL I~ I ~ O ~ @- . . ~ _~.I ~ -L 1 10 11 12 p_qsec ~ ~ - - - - - ~ _ , ' ~ COUNTY DATUM SEC. 24, T.25 N., R.44 E.,W,M. ,~i I ~ ro i r ~aeAA scr m s• caxe uox SPOKANE COUNIY WASHINGTON CONSTRUCTION NOTES uMOtx~ouxn scrmc~ urnr Z.4 ~ 0. Mt•GLL NVUf2R IOCk CO rv fOf1uEA Udipi PI,Of1C i ttat i tATM euiu wl mE t utTU Fl1Ak( r noaD caAtE xno Ca~rE aA R~ AP~x 1~• m CaN~ 0 c ~ ~ ~ 45fi ~ 8000 D~ ~ Q CLCV. 2D'18.07 O1Ht0 KN 9qv,Nq ~~y 57FNDtiAO PLANS B-4, 8-7, 8-11, B-U Inp C-17, (srti i4.n.41. is Lt, cuArz a•ta~oz) u ~'„~rn~e„ I (s A. r u,n.4t i5 Ai, crt.rt n.2o4ao2) eua W. a 5a-A4 I OR R.O.W. O:S LF 0( 11' PVC, S•0.0108Fi/ft. K(S)-10.3412, I((N).203e47 ~ '.a MiuuACE_( LKYQJLA5 SF[OMD ON o4 1N «dKrrCR A6 0 ~ ~ ~ • ~ WRA INICT ' ~ ~'A~ ~ ~~M 92 lF fB 12' NDPt, S•OOTD R/Ff. ((Sr2010.57, ff(Nh2035~50 r• ~ ~ rov a cue uav. 1.s soo a rOPsn, sm- ~+.70 FT. INSi4LLED COHQlAIF.NI ~a W 185jQ dUiC PCI1 SPONANE W.v7I'f SiN1DA9U FLAN B-1A ~ T~R UfILIIY O 10' I ~ 10~~ i WiN OCNPkICY 6 ~ (9rc 13N78.~afl 2175' Ll.'RI4~0. 101R'1M I . ; J~ ADJALWT NOUSC i GSEUE(f IS' G$MdNi (STA, INOOM, I]1A7' lt., Rlu 0.-2076,5) fg~NK:y1 (STA 11+17.00, 134.63' V. nJ4 EL•20yg.5) a 6~, CRAiF Q[vanbu 1~' k~ iro • r a•: ' 1S PdYCMEM I tl' PAKYExi ~ ~ 0RIPRAP OUSiAiL• 1' 11AGNNESS, S' uINNUu SidNE U[, OETAII 7 IMS SHSCI fqt DIE[N9bIS i I NIH, 2% ~ MIN 2x R''LV{(~ J M~ ..i J~ ` OICMPORMY E'r8' PCL OU111.OW StE DEiul L 1M SNEET ~ 1 ~NP.cG~ ' - , - I~ CRMHICSUSC N~ ~~OK~WC OdA1tY STANG4 oa~ 0 STA, N+tl.4i $f pC1A4 5 TIIIS 41CC1. 11D0~ -I~S.. ~30 60 r~70~~~' s owcuec tAimoN resmc is ata~m roA TM[ roasoL xrorrostm r ~ ~ LxX~~ ~ sdL on a~sc b~ tiwiuT coucatrt va~uU,r on mc w• aao ~wwc sHAxn r.au rmunos sMt rao, tz wmn+uw sa~. r TMt osnw crsArt is rau7u mAN o.s' eorne soo w[ suvLx caAetn roNO oorrau invsEs snvn i i TIIC USC OF StTV lOAN IS PRpV91LD A„ A POND BOttbl 8' CRUSMm SURf1CMC (M COlIRS[ . yARf0µ, q~BRA P7N0 60TTW IN /~CCOIm/NC( MifH M5001 57fLIFIG1t01R ( pI ~ 6N' w i incn -]0' n. MMUE t1liFA fFBRIC (AVOCO IS/S OR CCI7Al) BCfrtLu EDGE W luiNFlT roum w11 M cOm ~ THE NAillE S0L AND 1X[ MA91E0 OflpIN ROCI( AND BE7MRN 9L:. „ r f THE wA5HE0 DR1JN ROQC MiD ➢HE ORMLL BNSSI. ~7'_~ .ax rar,r~ r,[ ' SEC110NAL VIEW m['n' ame •w~ rcosnemr i TYPICAL '248' POND IMTH DRAINAGE STRUCTURE A aM+Aa smucv-c ~A!- r"°u ~ n r.xv r ~m ro ¢vt TYPICAL PRIVATE ROAD SECTION 8 °'°a"~" f b,,,K„e r osncmw- ~ r aau mu~a~. ~ ~ - rrcm~a wmx eonH .acs _ ~ dWNRtE USCIfNi i CMOE ~ i, t ~ ~NG SURfAQ - I S' ~ J p\# I ; _ N e,w u P O N O ~ B l~~ 1 ^ I p~ 1AL@ -8' 71C PIFf 10 BE PFACORA7E0 BEIOW fFILff PANwC T ~ - I 3 fRTEIt l/ONIC ~ZONE 20NL USC 41NIYUN I' T0 ) wA91C0 DAUnAR ORUx RDCK WaAP?[0 MTf 10.RA fABRtlC, r¢cioauvAit 5murnA[ T~ - I ~ I 1 1 SIAUCNAL DTAM.IOH R111 ~ SECTION (TMP 3PL+CES1 / ■A9EU 0• rc«roRnrc rt.eJ ~r c e ~ T E M P O R A R Y D R A I N A G E D I T C H 6 a ~ Ro~x POND 'AB' RIPRAP PAD .o scuc PLnN _ wr m P"~ ~ - CURB INLET DETAIL 5 . ° TEMPORARY POND OU1Fl.OW 8 N°T 10 „~@ I . - . - • E6n,., ..'""'Z~~S••"" AcY.tNmOer ~ 1'L 8i xumee 5000095 ~ , r ' I , ; , . 5 o- oy ec ey sOA ,.n I r I I { i oLAT , ~ I I II OiMd 8y Jf5 ' ~.e+~imw~nw.~. i .r'r ~ , I r'.L'~ '~-'•~.•_,L:_.:.z:_._.._ _ _..._r - - : _ _ ' _ ' ~ ~ • i ` ~ ie i I ii%.'t' \ ' a Y..e.~ ,~.:T~ ~ : ~ y""~. ~ j ~ ~•~1..' i ~ ~-.fi,~. ` o u.. 21 ' / i~ ~I,- t\ ~ ;O ~ ~~i 1p \r- • ~ t ~ ~ '4' e 4 / ' I >'Vi % _ . ~ /,"•ii j ~ J...i,T ; i / . I ~ / ~ ~ ! i ' I ~~i~ ' 1 ~ ttMPoit~m'J ~m f [JTi , t,I i%„ . . I~~•• :n f/T ~`Yi I r.~! ~ E P L ~ I T I Tii i~JC) OIiW ~ i ' Q I • , ' ~~~~7 i~~ ' i'; ,1 ,2rti'e I l~ -•4e• 'T • ' . - . . ' ~ i /,(i i ~ , ~ 1"! , -I• , - 1 ~ • d'~ . 5 ] WOf BQIY .0. - mle.ao ~ / .1 ~ ~ 7t}O!W/E C07MIVFJiNYEE~ulX1 r_ . W ~ • / ~ ~ ~ _ . , ~ y~'~ . i ~ CPPltul PU3lK oMrN91r C41'G4lM1l - Q . 1D1P(NMY r X \ liv: .n~MJ' . . \ SO ~ >I l . . , IXtANAGC ~ ~PflQIGCTP' / l DA:F a p Asawtur II ,~t e etcs~a c a~ , • `t ~ ~~arnxM rXMe~ ~ J CZ ~ ;VI+OIIM UWExnEn x~~~, ~ i ' • ~ . ' ~ ~ ~~~NttG11'RVT -a3y_~ raor:ma~+ ^ J ~aan.uw.a,uwR~r~re.a.vnm ,~7 ~ i~ k j'+ • ~1'JOdNM14kMYSlWIRi~0.1wFM(~iN. A ~ A t 6 , . .t;,'., , ,•A.. ,~~a~~,~,R„A,..,,w~. ~ I~~i E N. - TEMPORARY PaND IE1 • ' ti, . ' SHELIEY ' , scuE r . w• icv ar ooiW . zoa+o , / `~t. • ' ~ „~~R ~m„~' e ~ w Itt ( , VI h5 \ 1- . VO'N UOfid1 Ll[Y . _ 1 . ~ ~ n . • E' ~ . pv ~aaa aw~ameamnrwwww[-me5ocr. r.o.roc....,,,..,.. AN 'r • , J, ~ • . v~o oorrau uRcA . im si, vxouoUo eo+snnNC wuwe • iov.o er. , • ~ ; ~ , . . . . . - , vrnmcnx.,mu. J? / y , _ 13 e ~ + POND BOTTOII LOCAiION TABIEI y f ~ - ~ . VIL ON TABL~I Is~cutr wc wrt s7Amu & ars[rf ' L 9•\`*. ~ Swt r . ~o' i~ a au . ` , ~i . f , . re 2042.0 L . W u 1 I >i 4Yrv I Gt1Yl ~ `y.;; rmo aorrw aa . tao o a[aurm :ae voww[ -~w . ~ - - - - ~ ioi ' soacio:Rr` wro eorra ~rzu . sai o sr, rROxuo •me Vnuuc . sn cur, fl~~ GD q 00'eC- ltrl4S '05.9G~ R~4~ • 174A u. n ~ ' - . . '~a-c ,roo' .»,s y • ~ 1 ~ j c~~! ~ rto ~ mu~w w~i.uu ~c : ii:i ci: la3i" ? ~ h. r rli t ~ _ ~ POND iAB' 3 ~'F(p.1`~, , ` ' ,(i. i ° ~ Por+o eonoM Po~o eorro~ LocAnaN Tae~ . 9CN[ 1' . 70' s0p p B u.:GJSO N gB~ AM(r urt IANL SiA74M ~ Ors[t) If1~ m+ ~ . . ~ f a s U c n $ iCHD IOiIW ~AG • 220'do .D S.t, °eO ~ a u r~ q x A' WID'7o!' wWLwt LlNE. ' ~ o i 7a4 rr Si~op yl v~ ; ~{(16'~I i v nm e o n[ v twe . Bv -fD.iO'! 35~1i. „ .n i `B-C~ )I 00' rurcna . ,a~ a ~r. _cen,. i m""~ 19 ~N4 - / ~ ~ OM ^wa ta.s)5 "v ~o.v.. POVN BOTTOIA IOCAl10N TABIE SM[ ~ fsMCUCr wa un[ srAna a ar~i FOlItS IFMCM PDMI' SfA[pN _ Mx-!~14~-, J'i ga 101! _ A tl~w i 3 .107.5U'U '-o i2tis~'u ' . r=ane 1=Tflle~ c=o' ~xr,! iCa - ~ 4dt~ u._ ~ ~o-c ~Y `,4Dirca~Rr SPR • f-C_ civ I]iSJ~IL.. V [uu+tNi J ' "~.[1.R- 2d) _lL.ls'~I:_ / ~T ~ `n•l~'~~-"9T' _1D27~1_ ' j ~ BOUNDARY 1 , I ~ MAL L 70O r ~ ' ~ DEVELOPER' AP ROVAL oa~ ~MPORARY POND 'CD 4 p.Iisoc v,a.Ka~.Ata4v~ . . , ---a _ _ _ - - - . . _ _ - - - - - - . : uNoMGtou,ro smna uan ~ ~ COVER SHEET FOR OOI`-CA" b56•8000 •~,W. p 9 P 0,~ ~u~ nu m~R9 an 1A• ~ IaMiaH I+diYtln ~.T J 'T L 3RD k-DD-7 •r T wx ro~ w lok fu^Ini M ~ ~ I ~ 1' m.n..wwrn CRPPMIC SGLE i.n ~mu , 60 0 70 60 I20 • t~n~a~m~ ~ - •rt EROSION CONTROL PLANS E ' I , SEC, 24, T. 25 N., R 44 E, W.IVL I a,~ ~'tc P"~~K ~ T3=2 SPOKANE COUNTY WASMNGTON } u - ee►► i W i LA Ke Tit t6 d eaecT \ , ss~avA~ c" cnTIaN ~ EROSION & SEDiMENT CONTROL ' sz+o ~a . - •-I-- ~ _ x~ nPoum ur~r nc oIma ~ ~ ~ f AN I. AT.Iq IL GF~VERAL NOTES AND 1NFORMATION i. µ a1a9a+Rmwnt ca+mn 1¢cl ovri is e0ouaco ron mR vnaECr. ac w ~ oadAia ~a iwinviuaox 6 na ~ ww, u~o aKCnuena, uuNm+wce. u~o urmwme . a nt ts rAwT¢s ,uRE na acS'ovseurt a M[ oMoaR uwn uL omsn+ucmN ^ rs carlfTm Aa AucrTfD er m u+n KaTAnp! 6 ar19~9cu ~ ~/~/~j~~~~}~{/~~~n 11/WUOIOIt MC 9it IJm A~~ft [,p~ MNMEKR IS UIDL YlVl1\11 1 l~ltif A APVROY1l K MC @ RAM DQ9 MDT COMS11NiC MPROfAI Of /JIY 0/ iMC r..:D RG'J, SIOfN ORANACi. OIApNC CN u11U1'( OmOI EWSNiS 4NMi Ox M L8J=L ] iFIE Ei090N CONIrtR YEISIA[S SNQ1H !1![ 1NC NMNN N[QIRE11¢H19 hl~ f/~QPJC MAI(NIAL W COIIR4UOU5 RCILS' 19N lff AM A1W 91E COAIRMi iM CONMtTpI 91NL INSP[p NID W/~1Nt1 VSF SiRP4F5 pi %AM FWGS M AiIAW PAFTIC MSE ESL YC4RNES D0.T. AD 9ML YAINi11N AND IRfAIdE TXCSF YUSUAf$ AS 10 +MRC KCCSSWY f0 VNCAIf :mIKNI-lA9FN MA1FA 7R0M EIMUR nj"IaC Oi7 97[, q1 Mt0 WAC 1E91 SIPPMi iENCEn • KM/[~11M0 570fY OMNA(i[ PAQlllf',~ 9UCN A9 7RY419, M1ERTS hc QiAHl ~Iqt 9lf f1lY /ApR1~5 ~ I - ~~QS c -H,,a rANK n mBE ruam m THc ena a anrn.L& umx oA:ors uo NU15 Uu➢L ".Upl 8R PNi M KLFfA7IW ON ME Sf1E IS ESi1B11412 NN nR i~ TABLE OF CONfFN'I'S nnt,r a scaMar avmIa wro nc oRurua rrsm swinGATm , ' i. S M$1 IdtE9 911LL S INSI,WED BY M CpiRACipI PAKq SD OM[F 91E w09(, . , V. wm K+enuhm nnouawr Mc ow~na+ a wn,nwcna, COVFA SNEET SHEEf 1 . d._ MOSIO" e nc camuran rs-_-E raa om,uUeio eoa carsmucna wmas F~ oc¢ CONTROL PLAN ..91EET T . ' . ' . As eNr ,wo w. iaunas vgo ro[Nrd a aai nt Ma[er a¢ 7¢,mmmo ° ' yIF ~ ~ I B~ ~ I ly! ~ 7. r6 GONIRIGNR R.,.. .,...1 f0R 0C904A71MC A lOGild! MIOiC ,..-...c 1RUCM5 AND p e~ BJXT BOS10Y pf FqiEA YI~TTEF7/~LCOUVWfNT CaM [ M'~•aMm 01f, N01 IOCARD 1GA pt plNHNC WfD a S70R11 DRAIMML NQA, 8 S n C1 6~ BY 12' 11~DIQ1 1 6 vrtavan onoe amtxT WiTMaN ,q. uxwunc EtaeCrts (SaaNe~-h» ry PCPYIT 1PNCA~7i. N~li K~TW1N 31. UNWMK BdIDE1i5 (SOBNII-712J CYejrd NmdH: I.' 1END I I ewcrcr etASrn ar+ em eae Mnnµ. e & J...:,....,.na, f50J993-7ee0 6' Ya, J 9. fAG[Cf IACATW. W MC lPOKMK Yql['l. 9WM Of PMCK AKNYE AM USt 7 IFE kD Mrmc S000095 Oram By RF 2 . I ~roao vasrs, sru~oA~ no..... oRr2 a scna+ a, iwrMa 25 x, e,~a 44 c.r, oa,a.a ef s:M , oa orn[A. w[ouAt ia ~c~oncsaAND v►u ~ ca:~iwc~na ai °NgiR ra~ans,~smaua iuiut um C. ~aa:,s ~ STORL UAAINACE POtCO - NO CONCICiE T0.UCJf WASNdIT, p(CpOG,u fAqNEb n2 m~ptt tprDtr pr i,oeqpevAtgr 1.000 uPux rcEi a x[w naa twnsnw~.~• stE uNERu tro¢s . u+o 7. ELEVAlION rnrvA¢ s7M[n uro dnE7, em As9oatm sioau onApHZ °,w•°, ~d;~:: v MN~M~P~1C~H~ MAC 4CSm SWPORT fENtC 11. CC7CILVIId !I CSC YGSWlC9. U7E Oi 9LT fANQS AND R40( C045SAUCAfW IN7RAKLS ma~imw~uI nw N rOR $A,i RY fA9fiC5 h^' L FSL l[A41AC5 MENIIWCD lBOIE IRC IDNptMM IJQ qLL IC NEMOVW Mp fum9 • d AR: UNOSCIPW. STOiM DRARIAGE STRUCIUPF - NO CONCREfE TRUCX WAm1W1. FA1ER flBlEt uaR ti [xmwG VEO[tanqc fWin wass SCF GENERAI NOlES 4 AND 7 ' 7P-ROMDE tJ RIN iREPNtApON CAIE; J4al,~qr 4 SOD1. 2+ II SOIA pl giE 5O15 NCSIOE fA~t150N pl11pLT 104M AND OIR105b. 0 KRY fJGY41T tAw (Gn8) x-x-a- SILT F@lCE. S~ DE7All 1 AND CEIIqtAL NOIE 5 wA9QD CU S5 AAM 45NA ,~,g A 4nl¢mmCl Y~ry,R Acr,L D BC lCR BARE fql YOiC iHAN T WM AIO AR( -45 SiAiL WITH AC~Q71 OR CWP/~C1E0 SfMiWC NIIM pt1LW~~ a91W Ai 1NMIN 111C pt MPRO~ [OU/L A15 A RA1[ aaK caimRUrna, E,~mY. scE oEiuL z uro cE,cnu Noh e, Amc saL Uf 00 br//pQ, v udr moimu a ~a a nL¢n utiioeu - +~r s wu nµutc A....:..,. m ao.e. um aak amalnKES i~ iri e•.Ir nrorcn ~,I,~ ,a n ANCfS 0. ~ a 0 lu t. t nnoo vasrs siunA.m.-/ 1. na car,Rxcmn swL ec +a nrsiuunw AND MAxmOPIa a 0 P-1 lu OR BLiRR. 0R CWAI IIt IIkPOiMY fSC uEAStttE9. a r,a L t{bMCNI 0115 9V11 EL NSPFGIED WYmIA7ILY NIa fA01 IpMldT-VIIOOJOM6 ~ (o SECTION RAMNl A!D A1 1EA51 MlT q[71G PROLOqUO lUNFLL ~ S MCGSSUh' KP+IA$ 10 WIA015 q1 ROIACWR Of 11L1P l/91M 94All BE OwiI cc SILT FENCE DETAIL 1 wrouv~[o Mavnr. V,~ w rm ro swt _ 4. g[onax" ocrans sau e[ xno~to mw uai RuNOFr-rrsoaiar~ n"rut ' nEx . OCPOFA rUSt M RNONA WlCN M IEOA N OEPolmW REMIIP APiN07tMAIRT O ' ~ ~ , . . . . . _ . . _ I/i iHt NFl01f 01 ➢E BWIOi Q ^ ~ OOlf1IYENCPAFiCaOF41CE ~I 1 lW ffd1ENf 4EYlM41C IN M(F 0. I[A ry[ [TC 57pMNpE R WI IffMSR y a : aTKM rwx oocuuert olumw~l w~ aua ac ortsun m miraw w nt wsrne cnAw. rievuau u+o O` CONSTRUCTIONPLANS : a ~ PFICIJECT n m e~ au~r ~~wt : a,0„ o: x~'~duwmm avJa Pm w~~radu~ia s ni~ NmV.omuNwrt.n~ aUw~n u W tY w. MCKNC7 : CCilA11E WWES N.611C~ T. +Tl iDMvOAMY Ctt VG9U1[S hWl 0E NEYwED wtUe+ 30 wvs rsi[R twAt 91E ~ I PPW MINAf S~_A~ u~C'~ED OA ~VIEA MC 1[~CAMY B4Y9 YK NO LUIEER NCEDCD iP61&T IAME YLb [ CCRSI1G11qN SG7[110iP. I CNTF7 RGT 1N5 Ot09R! AND SFOAIQIi OONiR0. MN , cW~a.cnwroawih~roaunrnnwm TRwreo s~uar s~u.~ a~ euroWn ae su~unu a 9x. asNnam m wus YtE~4 MC 6L ISWiRCMQ~TS A5 p WNVid AJ OF ML 570K.WC GOUNIY '~ondirKt,aMllMeilO.+Por4 NL`J1lNiC iROY AWOVAL W4W 8C PQMAIfN0.T SflBAIAA . G7D6ML5 (OP 5TdM'MA1ER Y.UI , IOCtMrranW¢I~mntYlcw[nOn! p . ro~olwoonw~nnauuuro~wmrueF 6 11E OONiRACIOR SNLLL BE FtEg-d9BIF iRl f1EINIG WT, WD IlIU Od[A W''S1AUCiqN JL 9 rENlRRfq~➢I pBja~.7n00 Gf9PoS MNW 4AT Att1NlMiC pl PAVID SSAECiS IBAIC(NI fD IK 91C At A ALAIIi i S wmlwmMrpruxsiw.e 0r CMSMICTVI ACTMtt CIEANNG 91N1 BE dl AN'AS NVD[D' BASr, U'rNG vf t JdN 51 7 Mo~mm~s~+fi0. SF[@NC IMD MAi[N SO MAYi Ild CMS(AU[llpl OFBp9 F0.GY 111[ SIAECT . ..i..UJX~ ROCK CONSTRUCTIOtJ ENTRY 2 ~ a, a-stt wzi cwMtt ~w eE uoovruS+[c er usnc ramr. Anuunnn a ~ Nor ,o susc _ urta uAx ~ acaaw s[~rtu wcs va wr aanc torsrxucoon AetMir. , i ~ -ia- 1HE OESCN I~IPROVEIlFN1S Sl10VM R! iH15 SET OF PUNS AND CALCULAlIONS EROSION COVER COMFORM TO APPl1CABLE E0111DNS OF 1HE SPDKANE COllNTY STANUARDS FOR ROAD AND SEYRFt CONS11tUCT{ON AND THE ~OKANE COUNTY GUIDEUNES FOA 0 COUNTY DA1UM STORNWAIER MA11AGF)dENT. ALL 6ES~C~V OEVIATIONS HAVE B@I APPROVEO BY ro 1 r ae,~a sn iN o' ca+c, iHE SPQ1cANE COUNTY ENdKEER, I APPROVE iHESE PLANS FOR CONSiRUCDON. ~ y~l n~^` ~ p IOCA N fORUER VmON vACJK _ ~ U li ~ RA R/N' MWtO%. Ip0' WF$T OF CQlpp! i au acv. 20:5 07 DEVEL6PERV A ROVAL DAIE , -ahheat~lu'mbo~ i"•l7fOC '-6Va. Kesl •lL." ~ - - * SEC. 24, T. 25 N., R 44 I - ` F, W.M. ui~csana soma wwr SPOKANE COUNTY WASHINGTON 456•8000 ft% 'w, b uu no ~m~ess wn ,ycryypn ~tron ni a Sy,~y nr. n,.«. anmi CRMHIC SCAIE ,D° 50 a 25 SO 100 SHELIEY LAKE . , - -211D; ~ •`.;c,~;:;'N; ( in rt[t ~ ~ g~NK ~ i mN • x iL ~+t _ - _ -.r~_~, ,a~-:~~;::i'•,~ . . . . ~~j%✓~'~%~' - %,~A~'Y'~::-~'~~~ ~ t~1'`1•,i~:~~~ I QI ~~V:: - ' ]El11 ~4 I+:`:• ~ '~:';:',{C~•'.\ frS d~~ SHELlEY _LAKE••. - 3RD.ADDI110N~ .•i•• . ,1'~ : ~t~;'<',•, ,i•. 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O ~ ~ \ i ~ < ""~r.~' •8. ~ : % < • ~ t oacnc~tPUas, ` ;,~;~:;i ~ v ~ ' ~ i ~ v44l f0 K ~,-r= • i' ~ ~i_~ ~ t \ \ y 4 OrID ''iFa '1I`Z.•~,•: ` ,i ~ i~ ~ ~ ~ ~ ~ tttitnNC PI1i' BdAIUAAY S`: ♦ ~ ~ k ' \ , ~ ~ ,•~ti n i,i`~,, I ~ ~ ' y ~ ED)n•~ ,.WUAi: xroawT staucPLE ~-r~-~.,_---- ' ~ ~ ~ •~~~j 0.^ .91H LANE a ~ , r ~ 1 `:i " "_'-I 1 j 115RM ORAINAGE AREAI O N 6o ca+an7cjMvsK ~ ~ , iC unm ~ W. LG . ~ ~ ~ ~ ~ •y~ ~ ~ i ! / t~r • ~ / ~ ~ ~"sww~oouimui~HSOrru~ H ~ T• artCaneueWqn.exr0A1O1tUL 7 . ( ~ ~ ~ , • i , - _ ~ • v ~ CONSTRUCTION PLANS p ~1I :anWECft nFoc. 0. 2 1 I ~ ~ ~ • J ~ : +wanuNCII ormErs: w ~ • ~ I ~ ~ ~l ~ , i 1 ~s ~ i :auWrw+eNXa vuauc•~!~~ i ~ IV Uilitt ~ PROUECIUNEMAESflNA~E~2 O t~[uENi i . f ~ ~ . rw~cawwtwcxr~.vwuo~mo ~ FUTI1PE PLATTIN r ..._~c~~a ~ y ~7 ,f\~~~ / . . roooum~aanuQMOar.imwtnone 1 r( f. \ + STINbe t1iNl4C{ Aqt-1 ~ p~mivonurwcr~aroia~runnw¢ 0` Li1XCHERl1RU0( ~r6~~p i~xwp~m a / ~ ~ ( ,L, • _ • ~ ~i 3 wAsxdrt w w _ _ - T "~"+"D''~ .~I l ~ ~ • J~ ~ . THE DE9CN IMPROYEMENIS S110AH Iry THIS SET OF PlANS AND CALCUlATI0N5 ~ ~ COIffORN TO APplICABIE m1110N5 OF THE SPO1fANE COUNIY STANOARpS FOR ROM AND SENtR CONSIRUC110P1 AND 1HE SPOIfANE COUNIY CUIDEUNES Fdt E POS~ION E $TORMWA7ER 11ANACEIADIT. ALL DESCN DENA110M5 HAVE BEEN APPROVED BY COUNTY DANM 1HE SPOKqNE CIXlNTY prpNmi. I APPROVE THESE pLWS FOR CONSTRUCTION. ~ fD 1 1' RE9AR Sf,T M B' CONC. MON. - LOCA CD p fIXiKA UNiON PAa1C ~ AR R/VI MPROIC 100' R%St OF Cp1py1 y~-0) ^ ' BM / 41. CIfV. 202i07 ^ U - ~ li ~ DEVElOP S PPROVAL DATE um c~ P-1750 C Ye,~+~,uw¢ ~ « ~ v 1 ~'t l ~ L , • 'h.:t:~ • ti. ~ ~ , y'~. _ ~ 1 Q e ` ~ L ,tii~•,,~=~~5 } CY~t ~ ~ a ..f, • : ~9 ~ ~ Q~ ~a '''!'ra' I y l~ ? , v • r , 1 - W.~ a#PA ~~~.~..r"`' ~ ~ rQ t h'~, ~1 ! , ~y +~q~ sl ` W ~ . y .UI+R_~ . r r ~~a ~ : ~ ~J,'~8~~ ~ ' 44' ~ I 1 ~ ~ ~ , f , ~ fi• - - ~ `14`~~- O'-•' . 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ANY CdiUCINO U11LlOC3 91A11 K AELOCAI[D PRI011 f0 COqSIRUCIIOM p' RND AW OIWlAOF Q r,u,vixs. ~ siu 4, nu oaw►cra+ 6 PEOLIRED To NAK A cakncrt sn a Mc AvvaoYco ao,e Ann '~AOMU dtNlALE NNIS UN 11E JW Sll[ MM[MYU CQ61RUC110p 6 M Ri00R55. S. f M CdITMC1011 014COKR5 ANY p50ltPMdES BCT/[Oi M PUNS AIA EIOSNIC ICAi~ O~~K. I~ CONqTWNS CNCd1NIfFID, THE LON7RACipI 91ML WEpATELY MOSf7 THE OE31p1 01p1Efl4 GENERAL NOIES DOUC 1 DE51qND. P.E, 0 458-9e40, THE 91f/PA6[CT N91EC7INC pO1mt pq W$ IICPRESENTAIM, S.Tl, PM,I IrtISON, P.C. 0 5}{-9711 Alq THE SPQ{IJIE WIMtt EIImEEA'S $TREET NOTE$ Ym.■ aa+ ana. casvacna aa[ut 0 477-xm o'w'o i ca°~a r~ 1. All YAIOtlhLS Mpil(4AlILW. ANU CONSINUC11011 Oi 81L 11%IOYCYD115 41ALL YQT qt EI~CM 91E MRIX SIAHGIAOS IND 11E u~ESS ~EOrrc~ur CxRViro N MC R~wi pt COnm~n oaauu~R w Cp~3ixVCnON ~ STANDARDS NO 57f.pfltAlI0N5 YI f00.iM N SPUIiM1C CQM1Y 11[CL0.A7qN5 MO APR1fJ~$L SfAI[ ND i~OiAl NECUUIICNi A[RE THOQ 0. ipl CQISTRUCIIdI a OIIY~~'llS. 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DEIALS d' OE NORIi i t M CONIRACTOR IS SPCdIWlY GUIKNED MAT UH 60CATIW AM/d! FILVATION OF E105'MC UOUIKS. AS 910M11 pl MESE PUiMS, IS IAIOQIWOUD UIRIIlS. Ull M UN-.JID UIUIY IOGiWp 3AMlI AT 136-9000 Rf0URC0. INC C9HTR.~CiOR SNNL BC ~S~ONS&E t0 PAIUM2C NYSEIf WiN ACNAI. ' lASm d1 REMRUS OF 1~ YMI0115 U11Utt WW1#9 IJID. MfJt£ P~069~f. MGAJRk1Ql15 TAIIN M THE M0. II[ IMiqdAllON ~ IqT ~iON[ YDU dG 9TE CON0111d A[OIAREME11I5 AiaU (ALidtS A1TFC11NC 11IE MCHN, MHfAE IACt OF OEIILS TD BC M[D WW AS OEMC EKACI qt COIIREIC THE OONIAKi01 YUSi GLL 1ME IOGl UIUTY IOGAl10X (ENtFA AT IfJaYi 18 HOUR9 B. 1FY CON11UCi0R 91+ILL YNfE AN EFFqif TO PIIORCI ILL GfCN SA9N9 NED qtYR11S Oil Cd6LCIS S1u515 OC1MC[N MY AWl OMEN PUUiS. THE WNIRACTdt 9ULl nOTIFY THE BEf0i£ NIY [XUYAIIW 10 iEQJESt EIACi FIEID LOCAildi4 Of 1NE UIR11[i Pltldt TD CPISIRUC1101L iNE WNiRACiqt SNALL 1IIEFY fApl BFAN CpRAYNAICD MM 9lI BT NSTALLl16 FlLl[A f1BWIC liloIll 1NC lD Fdl AT OWMER TO R[SOI.VE lllE ISSUE Pitlpt TO PPMC[OING RA1MElIf LOGlld13 AND M'AllplS. C4Wi1LLY A1 11[ CpNECllpl POMiS IWC AI POlQ1AN URJ1Y OpillCR. IT 91a11 B[ 11K ILAST 0 7FLIC; OR UITI M LSfA81AKNT OF MASS ANp/OR OTIFR 91[ WISIRUCTIp1 J. C%GYAIION AND EYBNIqIENt CpIPKiION 91I11 DC W ACCORpUKL MiN APPUGBLC 16rM.a3U1Y d' M CONIRACTpt TO R0.0GtR NA CASTBIC U01116 iMAT CaNNCI NM RIE --ID IPROVOiU115 9101N dl 11Q[ NCRf MAS FMOED. REOUIRLOITS Oi SECMN 1-03 d MC 4TJNDaRD `AdFIGiqNS. ALL CbPAC110N 5NAt1 PLAN& BC N ILCOAl11CC VIIM SfCIqN 1-0.1,7(14)C, YEM00 A ' 3. M OOHIRACTOR 91N,1 BE A93POM99E fON aBTINq ALL NEQSSIAY PCIM15 fRON NL AWUGI9E ACddCS. IIE Wi1RAC1O1 SMAl1 71 M I117 TNAf 4lT OR OMR OULIOiqUS YAIOtlN IS AIlOlEO 10 D1TEP iME ORTMEIlS 4, tOP SOl N,arw:D 51MP. 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Of OFI 91L 1. 1HE CONiRAC10R SHNL OOUmWATE NID W~fAA1E MN: 1N[ SPoNAIE OQMTf IJIO Nl U11UTY COYYANES MWLV4U 71M PfWRO TO D, SFIE CON/RACIOA SNALL EYROY A l1CEN5fA A:10 WKY MAT TXC CRO33- S INS iL.W WY NO7 947it /dl D7511NC UIILITICS OOSMW UB1tY LOGII(WS 910YI1 ARC 7 , fA fA OU11FA ipNS ANE llF .w.<.i PLAI[ 6RAOE PIaOR 10 CONCtEIC %A[FMdT. 1NC MVR070YA1C. 11 IS 11[ CONTRACi011S RC7P019RItt 10 YEIGI'Y THE ElOSID1Q MD AGNIL s IIQOCA/10N5 WADU5114'NR OF UISiWC V1UlE5 plAMG ....3..JCfIOM AND 10 AS9RE MAT i1K'Ndb IS ACCOIBIl9E0 N A fYELT QO43-OJTiUS 9UiLL (BE .,,.,1CI[D PNqA TO PANNG AID lllE VAVEI(!IT 91ALL iHLN iounau a Au unun[s PRion ro casTMxna FA911p1 NIC MTM A N18MAI pSRUPTNII di SU11KL THE CLNiRACfO11 SHALL BE RESPOMSOLE fOR COMiACIING I11 PNt11ES MEC1ID BY MATdI MC mCE Of fANWE1E CU(RA g un asRUVna a ANr uwn su+aa 6 IHE PROFCNfY lN[S SNOMI 'I[ACON' 11R APPRO7~hiE ~ SHOULD AI iRCAtED A5 SULM ED y 1Q NL DRtMFlI CONECqON PiES 9~~1L E PU(ID HLO'M 11[ Of1YR11 CpE NO 91iLLL o ' S. M OON11iACi(W 91N1 HAK 01E 1) 40ED LOPY CF M APCRDWO Pl1NS. pE (1) CWY K ME APPROPqAh STAIOARDS AND 7 uL flNlSMM EqAUNC tUVAtIp15 SH1Jl YAiCN OMTNG EIfYAl10N5 A1 nE 9R5 9p"MT. iWM AS dREC70 N M iWIS 'riRE CONNCR WSt MC OONiPACfpi 91/1l NpIR'I l1E OWNErt tli CMOKU IO IIESOIK SVCffIGIfONS AND A CTY Q 1JIY PCRWTS INO E%fD190l ACqEDAD115 IFmfD fOR lllE J76. GI-SIIE AT ALL 7MIES ra ima vaon ro caot¢oa+a i1. fOR NIY pq8 W!D(S lE$$ MNI Q6i (O,W! fI/iT.1 A MALpC10N STAft 1IQ115m y~ 0. 1ME CONIRALS011 SH+LLI BE Rr...a:,E fOR All ASPECR Oi 4MIIY M4WMC. BUT IbT IlYflm TQ OfCAVAlION. iREM0044 9lONM4 PNOf'WONAL WD ARIWYON SIWL VOtiY MAT THE pIRB IOfNS ARE Ai M dtlL[3 6 IK WHiRACfOR 9iF1.1. RFIACAIf Nl'f OtrilIC11NC MJ1IE5 PRGx W CONSIRUCSIOU OI TRFFI1C WNiROL' IND 4WRtt. NOIID pl iME APPROIm R/Mx MlIOq W RA[ELqi Qi pM18 IIA1fAlAl. 11[ LONIRAtTT(p ROMS Mq/ON DfWNACC lACUMS, EtOSiWG U1LiC5 910M1 IAE MPAOlOYAiC. R IS THE 8 6. IS RLSPON~N~E FUA NE1ANdNC 111D COOMNAINC MORK All1 7NC PR"CS90NAL WID pETMSOUiY 6 IHE Od11RAC1Oi 10 tkRIY iNC O7T(DKE NID ACNII IAUIION 0/ A11 . 7. i, OVRINC 11E CONSiiGIC1MIN qt0U55, WND171W5 ARE fNCOlN1IRN HY 11t OONIAFLTtli. MIS AIBCON1RACfiNS, qi OMEII iVTCCRD SVRVCNK V7UIIE5 PqIOR t0 CONSIRUC110H. • • PAAIIFS. WNICN COIID YU)IGIE A 91UAiIDN 1HAT 4 IqT IOf111rYD N THE 71AN5 Oit ~Ef1kAlION£ 1Nf COHIRACIOR SHALL OONIKI ~IK ProFmt thmbo: . 0106iA NIIEDIAIEIT. 0, A CWMC SEi Of rAC MPROKO RNiS WSI AC ON IIR WHENEKA CONS1FUCilOH IS IN CU b NuAc $010134 ..w..ui n~ aov~~s ro urr au~srto sTunAaos suu ~p ro ni[ urtsr aensa+ ar sAo srAnowro. u~[ss xcnuur sreno STOR~I DRAINAGE NOTES io rosnMe ~cr iNFES 44pLASED Fdl FLYOYAL 9WL OE 08POSED GF N FCCWDUl~ ~ 07140t'"sL rM Lock .wo surt Rcaunas accNmwc vxN unmRs. aar fftas AvraoVEo er °`*i° 91 9. THE LONiRAC10R `„71A11 SUBILT A 7RNf1C CONIROL RAN, N AttOR0iV1fF M1N M.U.T.C.D. TO THE APPROPPoAtE d01T-Of-WAY AU1ICPoIY I• SEE SIACEf PLAN AM PRdYE 94EEA fdl Oft'fT4L AtD GS01 BA41 RP[.^. A60 10UM1NS INC OwrOt 4NLl BE ACuOoL0. OwAeA !y QO SPO(MIE Cd1N1Y. 101 APPROVAL NWN TO AMY ..-,-1CMN AC7MNS MTW. di N7ECING, 11E PoCJIT-CF-YAT. IIE COlI1RACi0R SiNLL I. IQER~NCES ALL CRAOK SH+~II BE dPl[iCD M MMN 0.5 ff~4 Of M flE'~~SIONS CML K RE.v..~..n.F {'011 VROYIC/IC ANY ANG Nl 1RAfi1C CdTR0. OENLES AS YAY BE ~OUYtm BY 1NC OOM51AlICiqN ACAMIYS 1 GpOS 91A11 ~ Cd61ftlIC1CD VEN 1K RCWRDLNIS Oi 1NC5[ pUMILS UIQUGHC OINMMi. f0A ON THE RANS AMO BE MIIIIN 1 IqARWtlil lOUA/iNLE Q' Fl'~ (S) iCCT, ~w~a ~ 1pO 10. 711E CONRIACfG0. B AESPQ199L fON C ILL lABtll AID YA7EPLAl9IEff554tY IOR 11Q COYREMIN Oi ME INIIXOm 3C0. A10 OR'IY~EII MSTAlU710N. ALL Dd05 M11N lAAC4 SHNI IM0.1AE NI RRICAIqN STSIEY. li Pltlpt 10 95C Cp151RUCiqx. MC COM1RACtM R RCFONSIBLL Fpi IOGAIYIC IIiROYElEN15 910'IM dl M2 ORANiACS 4R OE9p1AlED 10 BE DRONDfD. WSI~. CONS1RIlC(FD. REYOVFD AND IRLOCATEO URLSS ALL AIWWII011 SNNL C01R11 10 ~OKAN[ COIMRY iOC IAPoW110N 3YS1CY EtA0Q116. UbENW W.NO UfIL1ICS Gll M UNOQICNOUN URIiT WG110M YRNC[ AT ' SPCqRCJllY NOIED OMNNISC 156-E000 YFORL vp1 pC, J Ill °20E' PdID$ 9fOMN SVll BE ROUp1 UtICO 1RIOR TO YAMNC Of A0.MCFMT ROID1'AT. 13 ME OOpiRACipt IS RtWONSIC Idt PRONONC AL1 LAbON M!0 MRRRViS IFf1SSN1Y F09 . It. 1NE LpI1RAiTUi 91NL BE (ICSiONSIML (OR 16EPNC ROAOIG119 iki[ JJq QEAA Of ALL COMS1AUCilON OEat15 AND ORT iRAp(fD iPW THE OWR41ION d' M NIbOm NNtOYLMENIS 94UM Oq 11ESE dUtMGS ql 06idA1fA 11E 91L • oamtutaa swi wwwc sra+wc couim wTM As-euLr roeCAna wws war ro e[ wmHrcn. nsrwm m toNsmucTEo. uetss stmcuir wottn oTMUtw2. IZ 1NE CpI1RACSfM 9iALL BE Rcr...aaF idl AECtlm91C RECOiD 660(NA Z CDURFIIW Oi /1l Pdm CONSIRUCTION. 16 n0 OU~W111E5 Huvl dEa CNPriAtiD 10 UcitRUwE N%UU(3 M ExUVAPON u~D M11 pl A SCT OF PFCOfm ORAYINCS KFP7 At THE 91E. ND AY1LABlE i0 SPOKAIE CdJNN INSiCC10N AT All 1WES CYBANNUQfT ON MS WtQXtl. M OONiRlitidt SXALL BC NLSMNABIL 10 PiiOtUC di O ....a.nJG~ON S INSTALL 'FM000' NSIS RTFA fARIC (di MNI01M EQJw N ALL ONYNflL& YE 9PoK1M aNau a w, aeµxrtNt µo/m [xuvArto wRrtaws - 11 ONNN90N5 itlt LAidll AlID CqISIPUC1pN AAF lqi TD BE SCAIm (RW ANY ORAWHO f PQt111IXT OIYEN90N5 ANE NOT 910'W, wtMtr nuoums (1ooc mnON) aatr e-ia ra emwunai wcAtwNs, F CqRACi THE CONA0.TAN1 Qp,YYQR fOR QNI11FICA1DK /Jq NWOIAIE iNE DIYFN90M fM 11[ RFCqiD dLlY1NGS, li CR09dl Alq 5[DWEN1ASk1N COwTRpI uEA5URE5 91114 8E PPOIACED AS "JI01M1 ql THE 11 11L STPUCfUtAI CRC90M CplIROI KA9JRE4 911LL BC NSTALLEO. AT llE WITS Of CONSIRUCTqN. PNqR TO ANl' OMfR 0. ALL VQDS M1N10 M COUNtt P1WT-0►-MAY, M 1K ARUT ASSOqAI[D YriH 1NR iNQECT, /PPAOKD CRADiNC ANO /'SWIMNTASION CONTROL PlAW, SNAII BE COIPlEtEO WRtIC 11E Z Q ....a.+.1C110M Q 11[ ROIWTAY. M CU11RACfOR 91ALL OtdNO-OISNflpNG AC11N7Y. All ~..i. . CONIROL YEAANFS 91N1 Bf YAINiNNm M COW REP.VR BY THE CON1RACi0R UNR AIM SWE MRldN THE PONO OIIDC M01K MS1ALL MC RIOCAIIpI 515104 NIO RME THE SW RMN 11( M MC fDN11UCTOR SMUL WiORCt A1L CAt01 BA9N5 IJiD tl1YMEU5 iRql BtD10 a As nc cNma dsYuRem urcAs +ac rAStuan wnW wvm su+ruc aa waurarw PWpS ip10Y111G i1K ROAD PANNC rORK, CONTNANARO MM 50.1 BY NSTAIUM fL1CR IAOAIC OKR THE YETN. fANE OUIINC 11E ~ J ~ 1S 1Fq CONiMCfdi S71N1 SCO4IFNQ UISTN1At00N K U141R3 N 91CN A WM(R AS SD WMS POTEN1ViL U1RIfY CaNfUCIS IN WStULAlION ND NEEPNG It A1 R,ACE UHlll TW S1A[Ci5 IUlSF UIE[N PAYtO ANU QEANED. d ' ILIERN. STORY S1~CA NO SANTNtY SLMEA 9M1LD BE CON5IRUCRD P1001 1D MSiKURON tl' MA1FA lNE$ UW DRY U1U1E5 7. THE CONiRACTOR 91N1 MME AN EFS'qlT TO PROIECT ALL pt1JNlCf SIAUCNRf3IR011 BfWC 17 M CONSRA[IOR 91ALL NA1f MI 1PPR01m SEl Oi THE CFApxG Il0 Z 1d ALL IqIK M11N 1HE PUBUC qW7-Q-IUIY R ARitT TO M~AON Oi SVOKANE MIAITY (NOt~tNC OOMIMFNI ST7JAlAD COMTNM~IID M1N SLT BY MSTAWIC RTCR fA90C UIDfR llE ID fdt Ai IEASi 6 M[Dl; OR T (A OEINLS ND ~ECFlCAlIONS, UNll 11[ 6TA0119YENT Ci p1A55 AIC/dl 07l1[R 91[ GQISiRUCAGI fOPof NAS OIX0. N THE 9CAR ImOWHENEVER NMCN tdKUnon eama wws iwu n~e aao ,u+o wuw~a vwrs a+ nc xie 0 iL W EVEIIT 1NAT FLT qi OMA RILICRIOVS YAlUOAI IS /110i1FD 10 Q11EA 11E DiIYKLLS pl GT01 iRUC11M K p1 PROCRESS. F' r P 17. llE WN1RACfdi SMNL 9,BYIT A HIA9100 PVN fdt ALL WM N WBM RQIDS iVlD RO.M.'8 70 9QCRNE NUItt BEFpR B[mINNC 8ASOM MCONTRACrOR WLL OC ALWIAfD 10 CIIN 7HE ORYY[LL OR G101 BA9N qJi TO THE 16 Hl OtSNAffD AAfAS yWi BE iqpl[C1(0 MM AWqOPIMfE fpMlpl CaMipq, g[ ; ~ Z N71' MORN PI 1HESE R01DS C9N7RAC10N SlWI ~CW '~ORN dtY MFR S➢Q(N[ WIN1Y APPR01L5 llE PNA9NC PIAN. AND A SA71YAC110N Gf iK CfR1r1'MG QOdl~t. MPROI[D dl1DINC MIU ER090N/SEDI4ENIAt10N C9NIROl PLWS P0.[CONSTRIICIid! YQAMO IS HOD BETYIEEN SPpfNE CqMtt. iNE dfdCC NO THE CON1ItACTOR. 19~ IJl PERI1.WOff Pd10S SHN.I BE Sd70ED ql NYMp.,QGCD fE11PONMY Pp05 ANO~ ~ W x ~ 10. NL OPERAIIdK CODIICIm pl 111E PPLMSR tl141pNG 1K NlAYIQ 1P. RFP//~ ARRIYN. UFPARRNRE Oli RUIIqIC O! 1RUp(S EANiN e. Au uwscavc ~~xus faoer rarms) wE ro eE uancAT[n BY 1N AN AU1QIAiIC /INCLA110N d!O(S "JNLL OC :llOCD IS CMIW rIXt pl 1NF APVNWIO W/AHC N~0 f` uowNC cauIrMcm. WH511G1CilOH COJp1QIT NID AHT OII[R /SSOQAIED EOUP~iEl1I SNNI dE111fRklY BE UWIFD TO h1[ D[1b~D p.IMFfN sm[~ rsrwm er a unax n~ a~ a ea woscu~ cam~ciort nc aaar~na aaemx/uaMcvrAnon m+raa wws Z~ W B 00 A.M. NID 160D P.Y. EKR111,IY IlNESS OMRMSE APPR04ED 8Y ~OKINE WJN1V. 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W uw uIEMuw Mus urc m ee wecArzo Nm mao roP-4Jr iuos oa couvALDir cresr ,;`cww~m,n.E,w~eroowce"r~ co J ' smo+ DEFas alavu044 omo~.ae,eooa,~Maucnu~ ; W aausTMEr.urza INSTuuaON. wAIn vKVcs HEADS, onMUs, cre, m vRoVwe uaom CONSTRUCTION PLANS ~ _ caYMAa Axo roMUna oVM WRur an wuu FDas. Wwcs, oants, crc vRaacrrv~~o y t~h,mvrEOCs19 ' . ~~:~5 RA1fA POfA SFPIMM 01NERJ fAC1AL CbITRACIdi IS TD AIVRY MA1FA TIPS fpi ' Nqqp[~R~ Wu~E Wt9 RlBIIC:. HOOK-4P A!U AIPRY POICA fOR OONIItOLLER ~ ppsu~.h~rouir~i ur~awoamum i Rma. wrwio-wc~artenn~ 0. M 0.0U! Of A CRARED PUtWIAIId! ARFA (GGA) swut iKwcs nrt itVtt roana a : WAz ' THE F1.OOR 0F M SrWE. uD M 40[YOPf3 0F THE SM11E W 10 AE CPA DVERitAW c[wrlEaum .na"iQ1 [LtvAna m rav ar m+rn~. nit saL tacAim x nE r►oa ar~ ni aA rnM ~Au et A ~0qNOTES YEDNY TO '141L-ORNNNC YAIEILN. 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P[R 9pu14 ~IN ~s+U+G+~ +UA Y.U icG ~ m i x o d~ n ~ I I ~ ~ I J~• ~ P T Y P TC 4C A~AAiM li t~ w~e uo aurwa reF sronuu casm numxm } ~ - ~ • Pux A-$ im'I C 1 1 1, 1 '7 mAHanun ccma wrom +-Rau oU5Me rvW Wm cvRIP m , 'ts_~t i l~ ~5 pAdl IH 16 FEET, , • ~ E su~asr+ ~ y~~~ _"'y__ , i E d unrs av gaHi cMuMM eueuai ~ r ~ r_.1~~--~' y •r --f-,~-1 . ~ ~F T ~ 11LIN i 10'U a 1 a t i ~ I ! j L I S I i , r~ 1. ~~'1 ~ i ~ fw +u sm~w ow~Ax oarrns uo rr~o , , 1 I ZF t t GEiME f"m 'Q17. ~t~ ~ I f I I W,1 i~J "4~;. ,~.~~~~'•J t~~ 1'' ~ f i . ~ PI.A7 '~blpARY ' r ~ } _A,• ~ l - -+7 I ,al` '-~LAT- ~ , , 0 j I. BOIINQAfY l~ - LY gnH w+E SE SNEET 4 $ ~ %ra A s,...,,,. r . qrvpcl k-hR: . 0.C k8 MuMS SOA91]4 OIJR ~ er 'r~ 4~h1AWB8 OASUM fnr BMdl1 I 11kLlIV no i~orc i4i.;3' 6 id,w i sa2!~ i eoarou• -0war oM I 2- I IOtlO I 2&2~' 90 arelal 6y~ A~6 Fb. 92 RCpAA w C4NG rO~4 LOC+~TC6 h vOduRi UupR kDM AvoRW, 146' ~ OF S4aKLW, L7i I 70 ~s eu+wrwu r is SP014A+e vuu+n w 1+7 ctz i 744a I ;iir i zaoa ~ Ypnr l@Q~.m.'~~' Isem~m• ns I ze.w I i,.ar I Mvo 1 2ear . • ~wsa ~r . ~oza.aa DEVELUPER'S APPROVAI DATE srA, -I 1+5a-__° _ _ .w ~ ~ - _ i ~ . ~ _ ^cw 'ir,e .wff~n:..^s ~n e~tv • ~aa1,v6 ~ ~ ~ a fl1 8 eA6f vC B i ' , _ . - . ,y~ y ~M• ~ ~ ~ L1. I~ ~ F. T . .N~.. - - ~ _ I _ ~ - - - - ' ~ ~ i i Tpp E 106 UTT ~ Q I I 4 + g ~o o m . W A6 ^ ° ~ rv d • ~ a * ~ 2056 - _ 2AM _ r._.... 0 ~ Lu ~ z ~ rnusuncwiM~ -'F-=Y==---- ~p ~ "f O i II cmsmhc aaa;o ~'f a h G1RB ~ _ vnsfA .u+w ~ LIJ . _ W~~, ~_avl•naw:zasi,aa---..__ . - - - ~ W Z p ~ i G41 Zd o.Gi:56 9GW 1S z F x a 1 ~ ~a~y a i Q~dC/~ O I 1 lLVO i~" I~ 6 pp ~ I ~ ~ AJ~ o-- + I C I A W r 2050 . J +n ~srq'uwecau~nrcr~wee~s r~ ~ ~ ~ i o~uLrum,c ~1,1 I ~ c/~ ~+ro ru~ C~15TRU 14~IP ~ Z ._..__?'!0.~ _ ----~~G7~: _ P47 EL . - 1 , d6.~0' IC I I ( ; ~ue~F4~£S ~ A1~ ~ I ~ A ~ M1G - A.. ~ xsmpiq1 nr . `~0._ . i~... ~ ~ I ~ ,o~ I;, 1 s~~~r r~cHT -1 FLnf+ ~ ar~ - ~ ~ ~ 2050 ~ ~ o~ cRouno Po~T , , CURB . . , 5 o~r 2~ - 12+a4'~ . 13+Q0 14+~6 13+00 10+W 11+00 i ~ . ~ SEC. 24, T.25 N., R.44 E.,W.M. ~ uwXEM"o wma uaa ' ' SPOKANE COUNTY, WASHINGTON ua-uu mum= d56•8000 Mi w~ro 7w~r.an r+~~m li: `qy~r°a OR R0.M 0RAINAC&XjgMQLT AS SPEdfl[Q (iN RAN -4~~p ~ • FLOMINE 0 ~TfIP 01' BfRY flLY. - i Wq8 WI.CI taa a aim ncv, R, aantire aow rann~r G 1 DES~ , + ~o n ~ r-POLLED aas e Ch a °a arrtA io' i7 UI411Y I UllulY NORMAL fAlI1ER l1NE ~ F13EkUlT IC . GS[N[M ~a ~ AnON f 3:1) ABIA 6Y ~ 2. 14PAYF11Elf I 11 PAMNEM 2fd~~ At U M1t 1 ~ 2.2% CONCREIE AiNOM ~ YJ.^ ~ 22fI 1[u'HS mRl/ot I a- 4' MICN P.C.C. ORCAMC GW60N R59NC IS REWiIm Idl iHE IOVSpL Y TOP'SOIL ON ~~M(hN[ COUNIY STAI~Afm i lllC ORri[LL CMIi IS tltEAILA MAN QS 190hE SOD 90C OPES GRAOEU POND BOttW 2' dJSS 'B' ASRLLLT CONCRflE PAKyFM pl TYPE 'rt' QAiO uew0i M oom TM7[UW4.Oi 9ltY IOMI K VN~IED AS A Vpm BOTTOI 'RW01~ E PoNU BOiRW d C Rl 1 9K U S U R f A ON G NV O D I A I S[ O u~ o l,_,., I L PROYIOE Rl[fl flBfAt (AYOCO 4545 OR C0.1A1) ~MFII mUU d' ASPHALt M ICCOFhVJCE 'IRN WSDDT SPEdfIG1qN5 M6 fuu I~fIlAlIOM THE MA1K SqL urD 11iE wA91m ONNN AOIX Nq BEflaN Fa Mo a qwf v N4 THE WA9QA dUIN ROp( AND M ONYNFLL BARIQI.. SECII~AL NEW 6c I. TYPICAL '208' POND NATH ORAINAGE SiF2UCTURE A MI pl6V! ' - TYPICAL PRIVATE ROAD SECTION 8 NOTE: ouc ro na : s..,-a ro unut a wa¢ Vasus e Nocs rs vaom wATER awrr muTMENr o[vTM ecnccN THE vaNO eotra ANo onrWEu aN n[vATan, awoa ro rwa (ER71iIG110N OI M[SC ROAG !7N 00WMilC[ /Af3111E5. CATION CMQiANCI GtPAC1Y (Q'C) IESIINC Mql N[f0 TO BE GEpfpNCD A.........G TO THE PROC£OURC AS OCSOiMED ON P~ILE 5-5 Oi THE SPOIWt OOIMTY O.ADFLMCS f0A SfpNWARR MANA40IEN1. $HpAO OIC CLL PLAILTS IIpLtiTE 1NA1 1NE $OIL IS NOt 911TABLE fDR STQiYWA1ER TRFAi1E11T, TM[ DE4Gtl 3 OIdNflA NAS rWO OPIPoHS 1) RE'A4 AND RL51lBYIT THE AOAD ANO DNllJAQ MIXS. ImICAiNC 1HAT THE NEWIA[0 POND 80?10Y ARG (N[CISSANY iD RdQK THE REA4XiE0 Q 200 V0.UME 9ASED UPON A 6' OfYiN) IS %tWM. ORx) APPItOiRIARY ILIND THE RA 6 DIDICs ar tovsoi uani ac hsmx wpcet[s nut nrt cawvosnao a nit sa. is ~ • e, AAtABL[ fOR SfORMWAIER WGIYEN7. ~ 6 O / o~. . 4 ~ . .9/~~~ os..... . . . . ~°m I 'I ~ ` ! / RClxl Mm6C . aC+mw.*-. sa20134 Gam Bf 1DR ~ 4 111 M Ulllltt ~ I R f GIDSIII ~ C 0 OwI'.tl B/ GA 6 '~~a . G ~7~:~;<~.. , ~ 5 l , aTM 8 unm Z 10, lA9pT 6 YMI itl u~ T Gi / 9 Z 0 T Q ~ J BDUNDARY , ~ • r, . . z a t N 0 = F F Q INTERq FCiION DETAII 1 INTERSECTION DETAIL 2 ~ a W e c a u r. n c v, r. x ~ p W ~ m•xwm ~ y Y W mmmz smcum ~ o a ~ cun MANsnM r aim a~ r .~K...,.- J nn° ~sn rom soa ~w W } . - I ~ • , ~ W , ~ i ~ P, J Y ~ 7' eva»~courmerc~eearct , T N J RAduwacoodreurOAIGIw1L coNSraucnoNVLaNS W ii[T oaro ntuuut Pf161ECTF = snattuat [vµsa n~r ~ ovE~EVtm sECnar rn►.: PLMXS, ACCMAMM~ . y µ am eM J : aaD ~5~moratF ~ ~ nwwUw~io ' I~IWUdM~Q'YMM1i►IRRO,~r~01 PLAN : wmun.~o~ua4ornm.mvue : . iaawouY~waEruanra rEPUnamuEa (yM mCnJ~♦ G CURB INLET DETAIL 3 • ~rom°..~l."ni°~d° STREET . ~ l,j . , .,a . . . . . . . ..:'Y+ PIAN iai ro scK[ 0 NAVD88 DATUM for BMl1 ~ F0,'R' ttl'BN+ M 6' Cq+t. wdr. LOCAiCO w FOAU[A uPRA AOw uvxaX, IOD' nFST M Cdwlm. B OF 7 BENfII NJJIN ►I IS SPOKIJIE CO1NiY OM 047 F DEVELOPER'S APPROYAI DAIE NAV➢69 EICV - 7019.8fl -r ~ SEC. 24, T.25 N., R.44 E.Y.M. UNDOtMMD SUM ,UM _ • SPOKANE COUNTY, WASHINGTON ~a-uu Ku~ - a ~ 456-8000 ~ M ~ ~ KrCK - W w im~w~...uen awv v~a CONSTRUCTION NOTES: , ` uti eoitai IN kOlE: Qi dae autt tmc I w/z' oEr~ttssia+ vur 5ratu+[ coum s,.xouto rw~ ~4 i•s' . A9-FAi PAD 1461 BE MST4IID M1N iILIFN sr, 13+15.17. ic Lr, mpso.u 6 io' Jnun' ~ ` rAedt I~Wao a+ [auKl ettrm+ m[ xAmt ~ a ES~ c~5C4fut ~ Sad u7~ iN[ PoP-flM AOpf. OQ1S tllFi i1PE I N/Y DEPRCSSqN POt SPOKANE COIMtt SfA1N1ARD RAq 8-4 l•5'. ~ Dy 6 RN-R RIP-RAP PM DIMENSIONS ST" 13*°°'0°' 14' LT. R-2049.ee o I~ BdR1DMY Wp^ ~ VID VON01 3D^ I W 1 M ISTONE 92EI11fCL O1WE B OR1Mt11 PER 59d(AM Od1N1Y STIHDAAD 7LAN B-Iti ~ Ml BOnpY "I ♦ " STA IY~13.Op 2L00' LI. dY QLVa2016.91 io' unuir t I4dl ii o' I ixs' I4'-5' I u' g + \ CASIIENI I~ I~' ~ ~ ~~j J \ ♦ fff! C~G\ OMM ttlLf TY9I 1 M/Y GEPRESSION PCR SPpfANC OOIINiY STANDARD PLAN B-4 L.1'. CNAL ~n ~1~, ` W(7) ' STA 12+JI.OQ 1Y ll. TC-2061.00 BOUTtON1Y' y "~y, Qrn[ A oarWcu vtn svaux caNn sreNouro rwN e-iti .•y ~ / ` STA 12+112A 2I.72* LT. PoY 4EY-207002 ,c 19 ~ ~i • _ ✓ 10' URIf4. ~ ~f 6 RUh M£~ 1YPE 2 W 0~59a PER M5WT STADIRII P4W B-1C. .I/WI M d¢f . pA ~ E~~i _ OSTA IJt23.ie, 11' l1. iC.10.18.01. PoM Q[YIZ0.U,51 ~ 1 ~ pL TYPICAL RIP RAP PAD r ~ ' Z { A rai ru sc~e T a Lr. oF 1:' w, s-.moe n/n la'a~u°°.°10 a~ 5'. O 1. io' unun ~ • i ~1 ~ USDAENi ~ SfE PROFlIE BElOYI FOR qNAT WiQMA1Rl pGDLW NC~ OQtITC IMCT lYM I vIM t1PE 2 GRAI[ M/ 2' O04E54p1 VQi SPONM7E . . O RN NUEY-207l.SIPUN 13-10.119TA 23+45.24 I/' Ri. IG2039.01, . / . / ` 011 I„F. pi IS P.M.C. 5-0.015 R/Ff POND 'A' 0-1 POND '8' 2 YE PROiIL[ BE►pW fqt MVUPi INMRIAitlN SCNE I' •!W ~RY toww scut i. w' ror aBpt~. motim (o ~uuw KiF~'. v(2~`it5'. L-rf. 1'-C RG RAV (YIN. 1Y O[PM) idA SOTidi Q[v 1016N P[D MS 101UWC . 24 GI. PWU BOIiCM 0.EV . 2M975 AfA~CO Y07 YQU2 -[IO C f - SRASN PAD NSfuLrn MM R1ER F~i1C SEC Ni 0.W OETALL MS 9[tl. YdND e0770Y AR.A !A .O i! PROUOm 'tDY VW71E . 576 Cf. Phn BOTTtM .~P[A • tO7E 31. PPOMUD'iUS' WLWE • 713 C.F. 1(PoY[T[N . 180 Lf. PLPoY[Ifp . 2fIA 77 1 f OT1P[ B dIY141J, iER 59p!/K COUNIY SIMAA" MN B-IA um PONO BOTTON LOCA71O11 TABIE D tlU POND BOTTOM LOCAIWN TABW STA 73.90.11, 24.00' RT, PoY C1LV.I07E 70 M fcumw[ w[ SrA~ ~ amnl ~J~ _{cwun+[ i.rC suro+ & as$r1 GaiB eaEi 71R , w/Y oEart[55qrr PEa SPacui[ canm z7umoAaO auN B-A L-~'. i PGM~S TQNLEIC PON7 I yuupM I PF41 p[q~ ~pp W~AIp I orrYr STA 75+10.87, 14' RT, ifi2041.10 k sB^ _-73W~.LI~. ..s1~ g ~_ll♦`~~~ U lI~ 1) TWE B OAYN[11 PEP SPp(AME OOUNIY SVND/~AO PIAN 8'IA, ~ • c ~ STA 1.N1153, 71.0l~ RT. RIM ElFY~20101! 6 j I~ qXtB MIEI flPE I W/Y' OEPR6S04 PEN SPpCANE CWNtt STApOARD PUN B-4 1•6• o~ STA 41+50.26, II' RT, TG2079.51 CRAPHIC SCALE IS 1VPE B piYNUL 7EN SPpfMd COUNIY ST1fAllm PUN B-IA ' b 17 JO 60 O STA 11+70.00, 27.00' lL PoY EItV-20.50.02 0° 6 18 pm Q4LT 119f 1 N/Y OFPRESLW PCR Si01fN1E COIINTY STANOARD MN B-ft L.S. Vrejel Mu*G; , STA 17r55.00, 1~' LC iC-2MU.I0 0.C JcD Nun6v:50I0U. ( IN iQf ~ 1 uich . JO' IL 17 11PE B OA1Mn1 PCR ~d(M'E OOUNIY SiN1UlRD CLAN 0-1A. 0- By Il7R 4 ~ ~ STA 23+40.7L 24.00' lf. PoM ElFV-1038.70 OWqrO BY 11Mi CRA1E Iltt£T 71PE i MM TYPE 7 CRAR M/ 2' OEPRESLOH PER SPOKANE cheded Br DJD _ ♦ ' ~ ; ' ~ ' f ~COUN11' R/iDARD MN 0-I0.1J, STA 23+11.14 1V Ll. IC-2079.03. ~ ~ ~ 'nmua 10 RY6IY.2auS7. ~wao~o~ c~,' 1 i IY q1RB Mfl i1Ff 1 N/Y OWRfSS10N PO! SPqfANE QWM1Y STANDARD PIAN B-0. l-l, . owrnu.m~+a.~.l "~aaY wW' EAA4ENTri ~ SG I,NJl.OQ if li. iC.206033 . • LANE 0 t3li. Of 14' D.L ~0.0167 R/YI ` t0' yllUtt ~ ~ 2~~ ~ ~ ~r i~~ ~ ~ SEE PROFAC AEIOW FOit WVERT Q!i'OfMATqX ~l lU Unutr [tiT,uENr CASCUCNT . . \ ~ ; • r , ~ i 2~ 1 ,TM Lm E • ~ , „ ; - • ~ ~ _ _ i ~ ~ ti,' + r ~ r 1 vEanca scue r.s' . ~ 14 ~ Nqi. 5CALE 1' . - fA ~ ~ i, • i7 urain r 36' ~j~ r uuuar 2 4 ~ j EfOSTINC CROUkD . ~ ~ I t H eoMoAaror d OC ruTaonau~ t1Ntv1EDCRAoE - i 2040 ~ W Y ~ii ~rF 'e ~ 1' ~ Z D ~ , ~~.iiy'~iii t ! i~i4 i~, ~ ! I ~ ~ ~ F' r Z , r.1^!fA~` j ~ `~1 + ' ';:/~~j;r 1 ~i. ! • r 1 ` i , ~ V a p , 'v, . eareoud o y i i ~ y~~~' 1 f ~'fil ~ - ~ 2035 ~ d RA1BQTfW- r~,y ~i~~i~' % t' 'DGT.j h~ i S j BOUNdMT I' ~ H W 0 Z ;I ~ ~ • ii'') ii ~ , = i ~ ~ ~ r ~ ~ r° ! -•2030- Q ~ 10 G , ~ i 4~~~~ r: • i ~ 11 j~ j I ' I7 1 f ir' ~ Fvturj ai. npr. r °d ro u~ n c~ p~ i Z -W ' 4 - r, r ~ W_. _ _ . W W s rc- oc PON ~r 0 'C, L. 25' ¢ sc,a I• T~ ~~M . m,ew . is' s.a oioa rs%n J ~ v a m e o r r w a t v . t o~ y, w a t a i a u n 7 a e' w L w[ • t x i e. r. - ' ' PdID 60TIIW 4![A . s,7u sr. ramn[n'we• `nuyc .7.~ GF. POND D 4 Se0_0167 tt/rt * 12' D.I. i ' 4 i PCPoU(ICR . 247 10 L! .5!.O.Q1S_IIIfl, W S G i C I' . J O' T p V M . S f N 1. 1 1 i Z Ol V O I V D IS' PVC = ~ 6Ttiw v"n ~r wFUN A . ir~9sr. v~o~wto wwu~c • z,ii ~c i Po PONO BOTTOM LOCAiION TAM4 a PCRI¢TEn . ml Lf. (A 594ELL" LAiCE 1AkE gATION eCrFS» ~ STORM LINE C , PoIMfi IfNCM PpNT 1 ST.710ry I A~3C! f►OKW ~ 60T~a1 EOOUN1Y C. ..i u+.:0iF16k PONO BOTTOAI LOCA110N i .mnuwaueooaMEMawcu+nL , n.'et~ggi on+ wa s unox s amsq , CflNSTRUCTION PUINS ' "c L•.~L =suY_At_... vauns~uwM ' ~eT A i Q9.ffi.,1L8771i D ~ =j..aGa 23,.i9~A1.,e, ~ W1EFIOJEM _ . r _ es ~re .f i STREEf : eoeEvwc e . o- _ _I~e"Si _ ~e+a.'iu~W~E►~a~R~~C. , PWJ P.IS..,. cm'w 'a.~~wn~~r ~ • ~c.ouwwavsRnirtKauimn~o~ : 'umrmm~w~ na armnwr~r 0r ne ~ NAVD88 DATUM for BMtt q',qlal p~IR7CD , RC01R n 6' CONC uM. IOGiC01N rpiuCR UVRR AOw WPROA t00' MfST OC COnThRt KipNlhLfq~plppl{PiMixp~pM ~ 6[1~W MMN ~I IS SPW4E CQMr18N #I) &o3 -oik 7 OF 7 DEVELOPER'S APPROVAL DAIE F= 7s P~l ~ .