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26232 PE-1654 . ' ~ • ~ : RECE 1VED SEP 0 7 1993 - ~ - . - 4{*L PVc.1 SPOKANE COUNTY ENGINEER . • ~~.~i-..~.~ • . ~ • FI ELD 1 NFOR;lATT nN • OF} I CF. (:A1,(:U1.AT1()N'S /lNl) DFS IGN N l 0 Z n 3 ' ~ . ~ . _ ~ ~ • - - _ _ 0 a Ah 117 a8 19 Ml N t MOM MAX 1MUrt Z F.P. nIST. FRnM D1ST. Ct1KK f:1,F.v. Cl1}tR F:I,F.V. SF.LFCTF.i) X CRADE STA. ELF.~'. F1.F,V. ~ io F.P. FRON E.P. (4.SX SI.0 I'I; (2: Smi'F; F.I.FV. (:I,lRK FROM r. P. + FROM K. P. + ' ~ . CURA _ 11F.I(:HT) CURR !iF ICI{'T) ~ 0+25 74-.') 1 ?4.S1 74 .f3~ ~=s~ 3 • 3 5)+50 74.57 74.5$ 2.8~ ?~.~5~`~~T7 ?~•52 F-r- 7+-7 5 74,22 74.2? 4~~~ ~ ~vo 73.52 -13.51, ~ 7, 41 ~~.Z~ 73,441 . ~ ~ ~ - t25 ? 3.c: e1 7 3.1o 5 73.z11 -7+,qf' ~ 73Ac,1 ^ , : • ~3 73 j3~ 3,4 3.~-~ . '73.17 . ~Z 72 / ? t Sv 3 2I - ~ ~ ?2.?of 7Z.7O --I z.F7 t 75 72•11 72.74 : . . . . . ~ 2 -7Z~ . o 7i0// 7Z.31 -7 z.z-1 Z•33. roo 72,1 ~ , ~ . . f 7 5~ 71. :2s~ 7/.~5 ~i 1 • c~~ 3. ~ o t 2S 7/. 5Co 70 ,~71 70 477 7a. ~ ~ ~l. 2 ~ 3,(07 4- 5 0 ?D 18 I I ~ o • ~-1 3 ~ ' ` ~ ~9 7p, ~0 7n. z ~ ? 0,7 ~ ~ 7 5 70.4~ 4 ~ , ~ ~ „ 92 ~ joN 77 (r5. 5 7 ?o~ V 7 4,41, ~y z q ~ +oo C~q.~~ ~-~•81 ; . EXP'I#S 5112(fW I ! . Cor`,~I Ca~~ 2 ~ o~ '4 D +2 5 Ca~.oz s 1~~.~0 ?5 -~~Z~ ~~.~J ~ ~,s~ r S,o► L~.~? ~ + o , vp~ ~5 ~~o,~c ~L~. ~ ~r , ~ (l.l~/x ~0~1 r'~'O ~.--~..~.•;/c~~0.~1~ ~tG~~G`'t" 3. 3 J 2 I ~ , , c n n C I c cil-r- ^G ~,i c el/_ [ 24 L~ ~.7 3 ! ~ ' . yF, ' ' , - • - « - ~ ~ - FI E LE} INFOR"ATI ON OFFICF. FCA3.{:UL1+TI[]NS AN!] DES IC-N . ~ ! 02 p 3 frf, _.__..~o i 96 117 cB F9 ~ Mr ~ IHttM MAx I Ha.1M ~ t F, . P. DrST. FROM D15r. ~~~~M KLEV. CtaRR H;l.F-Ax. SELEcTEr) Z GRADE ~I STA. ELF1-', ET.F,V. F. P. FRiIM F. P. (4.5z 5LOE'l: ~ 2f 1.0 f'F=. F.LF.V. ~ + 7'~1 {.;IIRk~ FRi')M r.. P. + FftC1M E. P. + CURB f1FICH7}_ {.lJR8 flEZGHT) ~ • ~ . , . _ . ~ ~ . _ . . _ _ ~ ~ ~ 44 Cx-:5 4+S5 603tt0o &9f51 ~G3+2~ 0,?I Gv I c7- ~ ~D~ ~ ~ I ~ • ~ ~ ~ • ~ ~ 4 +7 5 . ~ ~ ~ . . ~ ~ - ~ . ; . ~ . ! • . 6 . j - r 1 ~ a ~ . ' ~ ~ ~ 1 ~r 31:~ ~ r 1 tLU 1 tVt-UK"IATI ON OFFICE CALCULATIONS ANJ DESIGN . #1 #2 n3 #4 #5 #6 #8 09 1q., . E. P. DIST. FROM DIST, MINIMUM 4IAX.IMUM STA. ELEV. ELEV, ~ to E.P. FROr1 E.P, CURB ELEV. CURR ELEV. SCLECTED % GRADE TO CURB ~Aj~%ES~OPE 12% SLO?E ELEV, . . + FROM E , P , + ; CURB HEIGNT} CUkd NEIGHTIi ; ~2S •~~6 - f r i 5 = O.oZ ' ~ : f a v ~ ~ . ~ . S z - . 39 - 1~ ►S`I 7(o.~~fo ~ •~aqn o ~ ~ • ~ 1' ~ ~ 10 ~ -7 -7 _ o , ~ Z? 1 U b } - . . / ti ~ ~ . . • ✓ „L ~ - •~J~ ' ~ ~-~--w-~ >>.S~ -,~•lY R . S ~t7.6!. ~r . Z.3$% S ~~.5~ ~ 7.30 ~ d 7.-71 -77•71 s,o°lo - (1-7.11 IT L-1 „ . Yz lu ~~.$19 1-) .Lo c, ~F Wti N,~ ' ~S 1$.02 7 7.77 e. • ' ~ SG 8.1 2 7 7- 8 Z - : : 7 N ~G EXPiRES 5/12/1 ~ j c~. ~ I ' . " ~ ' _ ' " 2x~ ~vw . ~rZ-~ Ag) ~ _ ~ _ , ~ ~ . i ' ~ ~ I I ~ ~ I ~ I ~ ~:'1 ~ , ~ I ~ N ~ ~ , ~ ~ ~ ~ ~ ~ i ~ i ~ I ~ I e~ , , , ~ ~ ~ ~ ; , ~ ~ ~ ~ ~ ~ ~ r I ~ u , , ~ ~ ~ ~ ~ I , ` ' ~ ~ ~ ! ~ ~ ~ ~ , ~ ~ ~ . ~ ~ ~ ~ ' , ' ~ ~ ~ ~ I i ~ I 4~1 I ~ ~q ~ I . . . .~aa. _ ~ ~ a~ ~ ~ ; , ~ i ; ~ , ~ , ~ . , I ; , . ~ ~ ' ~ ~ + ' ~ ~ ~ . ~ ~ ~ ~ , , ~ ~ ~ r' , , I I I~ I . . I ~ ~ I ' I ~ ~ . _ _ i . _ . „ . . . _ ~ _ . _ _ . ~ ~ . . ~ ~ ~ , ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 M ~ ~i~ ` I ' _ i . iy '~,1 ~ ~ I ~ I I 1 I ~ ~ ' I . ~y T , ~ ~ ~ ~ . ~m.~.~z.._. , . ~~,r~~ 7~ ~ ~ i ~ , ; ~ ~ ~ ' ~ ; ~ I o ' ~ ~ ~ ~ : ~1. ~ , ' ; I ~ ~ ~ ~ ~ i ~ 1 ~ ! ~ i ~ 0 ~ a ~ ~ ~ ~ , , ~ : ~ . ~ : .I , . __~.,~1.___. ! , , ~ ~ ~ , I ! ~ ~ ~ ' I ~ ~ ~ ~ ~ " ~ ~ , ~ ~ o I ' ' ~ . "r ~ ~ ~ d ~ " ~ I ~ ~ ! ` ~ , ~ ~ ~ ~ ~ ~ ~ f I~; I r. I I` ' , I " ' ~ ~ I ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ P ~ ~ 4 ~ i ~ ~ ' : ' ~ ~ ; ~ , ~ ~ ~ ; ~ ~ ~ I I `~i ' , I , I ~ li ~ y'~ ~ ~ ~ , ~ ' I ~I ~ i i I ~ ~ I I ' ~ I I ~ ~ h ~ ~ h ~r ~ , ~ ~ I ~ r ~ ~ 1 ' ~ ~ ~ ~ ~ . . ~ _ i " ' , ~ 0 ~ ~ ~ ~ ~ # ~ ~ ' I j ~f/ . _ ~ , . ~ _R.~ .---i . ~ ~ ~ ~ ~ ~ ~ ; ~ ~ : , ~ I I y+ + I f i I i ~ ~ ~ ~ ^ ~ ~ fff ~ ~ " ~ ~ ~ 1' r f ~ I ~ f b ~ p + I l ~ I ~ ~ ~ ~ ' + g C ~ ~ j i i ~ ~ ; + ~ , I ~ / ~ tl ~ ~ ~ ~ ~ f ~ ~ j ~ ~ ~ ~ I . ~ ; ~ ~I ~ ~ '1 ' ' ~ ~ l~ , ; ~ I ~ i ; , ~ ~ ' M ~ , ~ f ~ ' . ~ ~ . ~ . . . , . _ ~ . . _ e~. . _ _ . ~ . ~ ~ ~ S ~'f ' ~ f ,A i ~ i ~ . ~ ~ , ~ ' , ~ ~ a , i j ' ~ , , , ° , ~ ~ 6 ~ " ~ , , . ~ ~ ~ , , ~ ~ ~ ~ R ~ ~ , ~ ~ ~ ~ , ; ~ ~ I i , i i ~ i r~ ~ I li i I II . ^ ~ . , I ~ i ~ ~ i ~ . . . . z,_ _.._~_____i._.e, _ , I I .~W , ~ ~ ~ ~ i ~ ~ ~ A, , ~ 4 ~ . X , o i ! ~ ~ ~ ~r Q . , R ~ ~ I~ 3 FIELO INFORMATION "'`r - 4_✓~• OFFICE CALCUlATIONS AND DESIGN I 3 #g #9 #2 #3 #4 #5 #6 MAX.IMUM ~ E.P. DIST, FROM DIST. MINIMUM ~uR6 ELEV. SCLECTED ~ GRAOE 5TA. ELEV. ELEV. ~ to E.P. FROP1 E.P. CURB ELEV, ~ TO CURB q A% S~OPE (2% SLOPE ' ELEV, ~R~, . E , . + FROM E , P. + ~ CURB HEIGHT) _ CU~td HEIGNTIi ~ 1 TtO V ~ -7 t/ i 9 / -7 ~ lo g '1~ .3J -77 .55 •bv . t-31 .41 ~ ~.z► • 2~ ' 39 '7 . Y°i . ~ L. 84 I n g Jt~ 1 ~.tt► 7•59 '75 7c •~-t . yg f ev 7?•4'0 '?~•i~ 10 g - ' . "A ~~.41P -7-7 _gq to g ~ . ~Ok g ~ ~.35 Z n ~ Sa -7-3° ~o if 6~.~1 7~. c~-t • ~-t - - - - -g- - - _ . ' -►.~_4i -75 ~0 8 -77.89 T7 . C.o ' -,5 7~.02 ~ to ~ . I So ~S.►.2 77.5Z . 1-7 1-7 7 10 $ . , ` - ' 17_91 -cy- . l . l?ECFJt(EQ . A PR 0 7 399J RECEIVED SEP 0 7 1993 ~ ~ kvw sQO ~ E co~u~ ENGINEER ~ 61AItc- . FIELD INFORMATION Ap •t ~Z,n I OFFI.CE CALCULF-"ONS aND DESIG(d #1 #2 #3 #4 #5 #6 11 #8 #9 E.P. . DIST, FROMi DIST. 4 MINIMUM MaXIMUM ELEV. ELEV.~ ~ to E.P.1 FROM E.P. CURB ELEV, -GUR6 ELEV, SELECTED % GRADE STA. TO CURB 4~64'IFS~OPE* ~F + FROMSE~PE + ELEV, CURB NEIGHTL CURB HEIGHTI_._.s~ ~ 0/0J I+ So ~ 7 3. 2 i 7 3.17 10 8 . ~ 3. 2.-~. ~ 3• d~ ti. O ~ IW 11.05 • 6~~ ; Q ' 12. ~o ~1.35 '12.1~ 2.10 Z . . ~ ' E • ~ . ~ I?~ ~ i. 4•u - v ~ to . ~ . ~ I.o~ `t~.3 ► ~~•09 4•~- -r5o ~o.q~ ~ ► ,o ~ . . ~ ,s 10.4-4~ ~~n,.44 ~o, 4-1 ~o,tq 4 . ~ 75 . 0 , . i ~ t~ w t 10 ~ ~ . t. a.v (0~ ~ o. 1 l •g ~ 4- 3 N (01',24 ~ . , • x d Lo► .01 ~q . ZS b°1.:25 2. u -}-15 U, .,do I.~t•0 5 2. o. .+-Sp "Ao ~ c.W84 Z.o +75 L& .v LS.-,,o ~ LS•'3~ : ! . G5,43 {,5•Z4 3•9 a 4 ~ i 10 V3.b4- 3.~. i~ ~ t ~ ~ (o I .74 Z . 03 l.Z.o3 Z.o -~5u , ~ . S . s, ro 8 (oo ~yo c. t. os ~,nS Z. v ~0.8? ~ 'Go.7 S ' ~ ~ • - . , ~ . ~ . . , ; ~ F• ~S~ {1~911F ~tl~ I~~[IiiO~ , ~ ~GQ✓O WAS ~ C661C 0 8dV (13/iO33H ~ - • ~ 1~ r . ; ~ ± lONA1-~ RECE VEm ~ 5 p~.511~ t i , q SEP 01 1993 S ~ ► 3 n .~'3 SPOKANEVU0 E 61t~~~ ~2 2F~ - E ; , . ; REVIEEW COMMENTS SPOKANE COUNTY ENGINEER ENGINEERING SERVICES PROJECT P 1654 REVIEWER: Ed Parrv PROJECT NAME: HAV Addition DATE: 2 Jun 93 REVIEW 3 PAGE # 1 of 12 PREVIOUS COMMENTS Sheet 1 of 2(Marigold Road) * Demonstrate that maximum driveway slope to Lots 7, 8, 1, and 2 will not be greater than 12 % between the Right-of-way and the building setback line (Contours are needed to show this, not just a generic note) * Clarify dimensions at 208 swale between Lots 5 and 6IA4&W Au*-4 Sheet 2 of 2(12tb Ave) ~ . • * Indicate street name sign at 12th/Marigold Sk~"""" J~~aw~ t/Provide cross-section for 12th Ave widening NEW COMIVENTS aeral: . Provide corrected final plat. Additional comments will be forthcoming pending review of road/drainage plans with corrected final plat map (DPlans need developer's signature prior to approval /Coordinate actual Township of project location with Township noted on plans Sheet 1 of 3 (Marigold Road) ? Indicate 12th Ave. station on stationing equation /7 ~ ~rovide horizontal sight distance analysis at 12th/Marigold ~~l" _ ' SG) 3. ndicate MCR ele v ns at 1 /Marigold curb re ~rns k ~ 6~~f P''r A~t""m ~ Page 2 of 12 REVIEW COMNENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 S eet 1 of 3(Marigold Road) . Show flow direction on Marigold 5. Curb returns ,,&!Use stations common to Marigold CL X. Curb should nose down in 12" 40 Coordinate with sheet 2 of 3 . Indicate existing R/W, new R/W, se ide on 12th . New curbline on 12th should be stationed from 12th Ave CL 0,00m0oarigold/ 12th NE curb return - chord length os not needed in curve data 9. Marigold/12th NW curb return .0Provide curve data for paved radius b. Indicate radiu and PT stations I2A 14 Vi A Ai4 ,eCurbline stations don't scale from 0+00 on CL 11 Show existing and ProPosed contours in sloPe easement areas Atzd lil+~~~ 2 Waterline should be located per SCRS std. dwg. S-14 13. Area 1208 swale: ndicate grate elevation and type on drywell rywell should be located 8' max from curb urb openings should be located at the low point of the vertical curve . ndicate inygrt elevation at curb opening; coordinate with curb type 6c,46 Easement dimension don't scale out Amt agg,~,~y~ ~7¢'ZP . ndicate e,ent width; coordinate with calculations 65' floor dimension doesn't scale out; coordinate with calculations ~~ie easement to lot corners -asement widths are usually equal for rectangular swales; coordinate with calculations . Coordinate 9.8' dimension on plan with typ. cross-section and calculations; indicate dime ion on floor of swale KStation 1 +36 doesn't scale out "jC4 ~ °l v e ' Page 3 of 12 REVIEW COIVIlVIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) ~ dimension from station 1+36 to curb opening doesn't scale out ~E~✓~ru ~ jeIndicate R/W width on Marigold 17. Area 3 208 swale: itir dicate grate elevation and type on drywell rywellshould be located 8' max from curb ~ ~ VCLP urb openings should be located at the low point of the vertical curve . lQ ndicate invert elevation at curb opening; coordinate with curb type dicate easement width, • coordinate with calculations . ,folndicate floor dimensions; coordinate with calculations . Indicate curb opening length 4eHow does station 2+51 occur upstation of 2+50? ,deAre there any other utility easements? If so, indicate on plans ~Provide callout reference for Marigold cross-section ~ Coordinate 406.98' dimension on west curb with 388.56' dimension on east curb - how can these be different if the starting points are essentially at the same station? OeCoordinate station 3+50 elevation with profile (71.51 or 71.5?) 23. Cul-de-sac west curb return: .4orIndicate CL station, offset, invert elevation for curb opening Indicate back apron at curb opening c. oordinate PC and PT elevations with 2% min. cross-slope re uired from CL & -3p C % l.7tO, 24. Cul- e-sac east curb return: aaii In icate L station offset invert elev i n for curb enin d C , , at o op g Indicate back apron at curb opening c. Coordinate PC and PT elevations with 2% min. rQss-slope required from CL (,L ? ~G 70 Z!, ? ~z y . 2% .0-oCul-de-sac curb returns: chord length is not required in curve data 26. Indicate be ing Wdistance on slope easements (typical) mr- s Page 4 of 12 REVIEW CONIlVIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) /000" tation 4+27.03 doesn't scale out 28. Coordinate station 4+27.03 elevation with profile; indicate only surface elevation ,OA901ndicate MCR elevation on curb returns at cul-de-sac 0. Station 4+45.88 doesn't scale out 31. Cul-de-sac west curb return - 208 swale ,o.•Indicate floor dimensions )r 20' and 13.8' dimensions don't scale out ;WoEasement dimension don't scale out ,pA Indicate easement width; coordinate with calculations ~Indicate distance/bearing of easement on south end of swale ~ Indicate bearing of north and west easement lines 4f Indicate floor elevation Jf Tie easement to lot corners 32. Cul-de-sac east curb return - 208 swale ,a!Indicate floor dimensions ;k20' and 13.8' dimensions don't scale out ~ 18.5' easement dimension doesn't scale out Indicate easement width; coordinate with calculations Wndicate distance/bearing of all easement lines dicate floor elevation Teasement to lot corners . ~ Indicate radius to curb at cul-de-sac ~ /Indicate radius to R/W at cul-de-sac .0d"Station 4+79.6 doesn't scale out y Page 5 of 12 REVIEW CONIlVIENTS PROJECT P1654 REVIEW 3(Marigold, 12tb Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 36. Area 2 208 swale . Indicate drywell grate type and elevation Clarify - is this the lot line? JODtCM 16 14 Ltk .8' dimension doesn't scale out 24' dimension doesn't scale out ndicate bearing on ease and west easement lines icate curve data for north and south easement I ines ndicate easement widt ndicate curb opening invert elevation qo)ints Use CL s~ti~ing ~a,` curb opening; or cut stationing at curb return PC's and use reference ~jl,~ Qa E asement for ru ff i ed from the public R/W onto private property will be needed prior pprovals ofb'Indicate back apron on curb opening at Area 2 208 swale ~ Add note: "Any conflicting utilities to be relocated prior to construction of road or drainage facilities" 42. Marigo LT curb profile: /5.levations are to be shown for top of curb, not road surface/flowline Y.S w pro ile of new paving from end of curb to match existing 12th Ave edge. Indicate R, , F .OR stations and elevations . Station 3+50 should be labeled as "VPI" larify VPI elevation at 3+50 (72.00 or 72.05?) Givyd qP&A V)~~ e 88.8' vertical curve is too short for required design speed and slope difference heck PVI surface elevationfor vertic curve bet~ween 3+94.90 an~+59.66 .+94.90 should be labeled nPRC f~VT/PVC . 65.26' vertical curve is too short for equired design speed and slope difference . +59.66 should be labeled "PVT" Page 6 of 12 REVIEW COMIVEENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 43. Mari old CL profile 1+ 15 should be labeled "PVC" b. 1+85 should be labeled "PVT" ~ +00 should be labeled "PVC" +00 should be labeled "PVT" +05.60 should be labeled "PVC" r3,~f. .'8. S' vertical curve is too short for required design speed and slope difference oordinate surface elevation at 3+50 with plans ;a!3+94.90 should be labeled "PRC" or "PVC/PVT" .;0,1+65.60 should be labeled "PRC" or "PVT/PVC" ~+95.60 should be labeled "PVT~ oordinate 4+30 VPI with 71.2 vertical curve and PVC at 3+94.40 . Coordinate 4+30. VPI with 7t.fkertical curve and PVT at 4+65.60 19c oordinate 4+65.50 PVT with 72.2' vertical curve and VPI at 4+30 oordinate slope between 4+95.60 and 5+29.60 with elevations oordinate curbline at 5+25.60 with 45' radius from 4+79.60 . Coordinate 208 swale stations with dimensions in typical section ,OrClarify 208 swale floor elevation callout - hard to read this 44. Marigold RT profile: ~`Indicate BCR, MCR station and elevation ~ +38.47 doesn't scale out Coordinate slope between 0+38.47 and 1+ 15 with elevations ~ 1+ 15 should be labeled "PVC" A:.,,Cloordinate oordinate elevation at 1+ 15 with slope surface elevation at station 1+50 (VPI) with slopes, vertical curve length 1+ 85 should be labeled "PVT" . +00 should be labeled "PVC" . 3 +00 should be labeled "PVT" ' 3+05. 60 should be labeled "PVC" . 8.8' vertical curve is too short for required design speed and slope difference . +94.60 should be labeled "PRC" or "PVC/PVT" . 65.26' vertical curve is too short for required design speed and slope differenc ~ 4+59.66 should be labeled "PVT" ~Elevations on curbline profile are for top of curb, not road surface ~ y Page 7 of 12 REVIEW COMNENTS PROJECT P1654 REVIDEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 sk t 1 of 3(Marigold Road) .jo Qte he final plat map indicates that a brass monument exists at 12th/Adams; this should be used benchmark as it is relatively close to -the site . Indicate sheet number S t 2 of 3(12th Avenue) . rovide curve data for paved radius at Marigold/12th NW return inhow MCR elevation at paved radius at Marigold/12th NW return ~0~4how MCR elevation at paved radius at Marigold/12th NE return / Coordinate new curb start point on Marigold with sheet 1 of 3 5. indicate new paving start station on west side of Marigold 6. e final plat map indicates that a brass monument exists at 12th/Adams; this should be used the benchmark as it is relatively close to the site ~4~ dlcate 12th Ave station on stationing equation - 0+00 is the station on Marigold . e Label CL station ticks C)Coordinate water pipe type with sheet 1 of 3 and water plan sheet larify stations on 12th/Marigold NE curb return; use stations common to 12th Ave CL and Marigold CL ~/0+38.47 doesn't scale out *j?. 12th Ave north curbline: Use stations common to 12th Ave CL /Chord length data is not required 14. Show exisi~/W, ne '/W, se ' e on 12th Ave Page 8 of 12 REVIEW COMIVIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 eet 2 of 3(12th Avenue) L/5129.30' dimension doesn't scale out 16. 12th Ave CL station 1+67 ~Clarify callout: 167.77 or 167.72? ~Coordinate 167.70 dimension on CL with callout . 167.70 dimension doesn't scale out 12th Ave north curbline station 1+61 Use station common to 12th Ave CL ~ Indicate "start taper/end curb"; curb should nose down in 12" ~ Is there an existing curb at the property east of the project site? IF so, new curb should match existing 3+ 17.77 doesn't scale out ~ Indicate "end taper"; use stations common to 12th Ave CL 150' taper dimension doesn't scale out ~ Add Note: "Provide a 4"-wide, white-painted fogline at 12" from edge of pavement along pavement taper" 25. Road cross-section: . Indicate which road this belongs to WIndicate Verify CSTC depth for R-value = 56, Traffic index = 5, 2" ACP depth R/W dimension 26. 12th ve left curb profile Use stations common to 12th Ave C1L`~ ut V6+ooon curb is not 0+00 on CL c. ndicate paved radius on 12th/Marigold NW return ndicate MCR elevation/station on 12th/Marigold NE curb return ,,~Aldicate 150' pavement taper from 1+67± . . Page 9 of 12 REVIEW CONIlVIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 3 of 3(Adams Road) /Foarify stations/elevations on east side of road - hard to read . Pavement taper out of project (north of 4+63) is inadequate for the required design speed (Adams is a minor arterial) G~ X- indicate existing R/W, new R/W, setaside on plan view AV.-J /Indicate sidewalk on east side of Adams 5. The final plat map indicates that a brass monument exists at 12th/Adams; this should be used as the benchmark as it is relatively close to the site Andicate "start taper" station /ndicate "end taper/start curb & sidewalk" station; curb should nose down in 12" . Indicate "end curb & sidewalk/start taper" station; curb should nose down in 12" icate "end taper" station d ZInr 1. 3+00 CL doesn't scale out Pft 341 1 4+00 CL doesn't scale out 404+63.8 CL doesn't scale out (9+00 CL doesn't scale out )<6+00 CL doesn't scale out ' 15. Show driveway cut for houses on Lot 2& Lot 3A~ ~~-~~~e~ 16. Adams RT curb profile: Jf Pavement transition start station is not at 0+00; use station common to Adams CL ;W<ndicate "end taper/start curb & sidewalk" station , /,,Indicate "end curb & sidewalk/start taper" station Indicate "end taper" station ~ Page 11 of 12 REVIEW COAINIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 CALCULATIONS: ,4$rAre a. Gu er flow Wnee s to con ider side s ope of road and side slope of curb ' 7r . Curb opening calcs: (1) Provide calcs for flow depth; consider both side slopes of gutter ~ (2) Height of opening = height of curb only (3) Depth of flow = flow depth in gutter only - ON c. ,heck total st eet area: cul-de-sac = 6630 sf; roads = 7735 sf. Coordinate with high point o vertica curve ~ Pond vo ume 4+27 RT: coordinate length of road with High point of vertical curve. Hig r'~ does not occur at VPI for unequal slopes . Area 3 : torwo a. ordinate length of asin wi high point of vertical curve ty zilit . How do topography/road sections contribute to 7' unpaved contributing? Will lots actually be graded this way if there is a 4:1 slope easement? c. Contributing area = road area + unpaved area d. "C" factor is weighted for all the types of areas contributing e. Time of concentration needs to consider overland + gutter flow f. Gutter flow needs to consider curb side slope and road side slope g• Qpaved + QuMBvea >•3 cfs. Storage will be needed if a single Type "A" drywell is used; provide bowstring calcs h. Provide curb opening calcs ~ 10. Area 4: ~im" a. Flow path has to run along the hydraulically longest path in the basin. Unless the topography demonstrates otherwise, this would appear to be from the extreme southeast corner of the basin to the extreme northwest corner of the basin b. Clearly define area on the basin map; coordinate with corrected final plat map c. Where are the other 3 houses in DU/GA calcs? d. Coordinate area with basin map - where does 24300 sf come from? e. Coordinate road area with topo - north side of 12th Ave from Adams to north Marigold also contributes to 208 requirement f. Indicate curb openings on plans; complete calculations g. Indicate storage and 208 swales on plans; provide bowstring calculations ~ Page 12 of 12 REVIEW CONIIVIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 CALCULATIONS: 11. Curb grade calcs a. 12th Av : tamp & sign both copies Complete work sheet; generate elevations for pave ent taper nd paved adius Don't use negative stationing C~~t elected elevation must fall within range define by column 6 and column #7 b. Adams oad: Use ink for signature and date ecoordinate distance from existing e/p to curb and new curb elevations with the 12' ± width of new paving required 0400 dow 4 ?,is (3) Generate elevations for pavement taper edges" ~ V ~ 12. 08 lot plans will be needed prior to approvals ~ 13. An easement for runoff diverted rom the public R/W onto private property will be needed prior to approvalstsms, ~ SUBMITTAL CH$CKLIST PROJECT # REVIEW # 4- - REVIEWER : PK44 DATE: 27 Skptember 93 PROJECT : C V4 fW; PROJECT SPONSOR: ViC ~-4- TEL # • PROJECT ENGINEER (Road & Drainage Plans ) jok-& hf, 16t ~ t~y ~li~ Gry a TEL # PROJECT SURVEYOR (Plat) TEL # GENERAL ITEMS YES NO N/A ~ 1. The $100.00 fee for plat review has been paid to ~ Spokane County for this submittal 4- 2. An agreement to pay fees has been submitted to Development Engineering Services / 3. The fee agreement has been signed by the project owner or a principal of the developer's firm. If signed by an agent of the owner, written authorization from the owner is attached to the fee agreement ~ 4. Review fee account is current (no invoices over 30 days outstanding) 75. I have noted the plans in, plans out dates on the pink sheet in the file ~ 6. If the project is a mobile home park, were the plans reviewed by Planning? -7 7. 2 copies of the plans were submitted i ~ 4- 8. 2 copies of the calculations were submitted 9. The plans are on 2411 x 36" sheets G$N$RAL ITEMS (cont' d) ~ 10. The calculations are bound together / 11. The plans and calculations are stamped and signed by a Professional Engineer / 12. The developer has signed and approved the road and drainage plans ~ ✓ 13. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 14. Bowstring calculations by developer are in the file for this review. ~ 15. Vertical curve stopping sight distance calculations by developer are in file for this review ~ 16. Horizontal & vertical alignment sight distance calculations by developer are in file for this review J 17. The engineer/developer has provided evidence of coordination with the electric utility servicing the project 18a. The file contains a Spokane County Section Map _ 18b. The file contains a Spokane County Assessors's Map _ 18c. The file contains an aerial photo of the proposed project area _ 18d. The file contains a corrected preliminary of the final plat map 19. The project is located in urban boundary area _ 20. The project is located in the Aquifer Sensitive Area _ 21. The project plan name matches the plat name 22. Is the entire project located outside of an ; identified Flood Plain Area? i i 23. Is the entire project is located outside of an i identified Stormwater Management Problem Area? ckliotv3.0/Au993 2 GENER.AL I TEMS (con t' d) 24. List any design deviation requests and their status: 25. Locate the Findings and Order for the project and list any unusual conditions: ~2- LW6~144'a 5gl~ZA 12 ~ - [Z ' ~ . ~ AJAW &D ~CV a& (A 2 , LaAl Zf~ fk -~~u~+~ f v~ ~ ~ 23. Backcheck of previous comments completed ~ 24. All previous comments adequately addressed cklistv3.0/Aug93 3 , FIELD REVIEW ~1. Field investigation tri made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? , 8. If there are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: cklistv3.0/Aug93 4 ROAD PLANS 1. List any roads that must be designed and constructed on the project. ROAD REQ'D WIDTH DESIGN MIN./MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. #W~Q t4r,&2 ;0 . A~l.-Y ~ 2 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this proj ect and a copy is in the file: ~ 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the project. "R" value test request to Designer (Cau~ ' ~3 ( date ) . cklistv3.0/Aug93 5 ROAD PLAN ( coaV/X6. g" ~ _ r/ ~,14~ ,G~ ~ /~o~''~ Ne r ns the bench mark shown on the plans? 7. Are stationing equations shown? 8. Is stationing correct (south to north, west to east, reading left to right on the plan)? ~ 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted) ? ~ 10. Are proposed utilities shown on the plans (or an . information copy of the utility plans submitted) ? 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? / 12. STREET WIDENING 12a. Are curb design sheets provided for widening of ' existing streets? ~ 12b. Does the curb design conform to Spokane County Standards of section cross slope (Between 2 o and 4.50) ? 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross-section shows: existing R/W proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown (1) There is adequate R/W for the taper to extend from the new paving width to existing pavement. ~ (2) There is inadequate R/W for the taper to extend from the new paving width to existing pavement; taper extends from existing paving to R/W. / 12g. Length of pavement taper out of project meets: WSZ = 60 for design speeds s 40 mph ~ WS for design speeds > 45 mph ft. min, taper length approved by County ~ Traf f ic Engineer ~ 12h. Transition from end of curb to existing paving is shown (curb should nose down in 121) CkliBtv3.0/Aug93 6 ROAD PLANS ( cont' d) 12i. A 411-wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) ~ 12j. Are the curb grades above the county minimum of 0.80? ~ 12k. If curb grades are below 0.80, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 13. NEW STREETS 13a. Does the proposed alignment meet Spokane County Standards? ~ vertical slopes ~ vertical curve length horizontal ~ curve radius i intersection separation 150' on local access ~ 300' on arterials ~ 13b. The plans show the typical cross section for streets ~ 13c. Does the proposed street width match the Findings and Order? ~ 13d. The cross-section shows: existing R/W proposed R/W 1 future setaside 13e. Does the typical section on the plans meet Spokane County Road Standards? cross slope is shown cross slope is within standards cross slope is correct when checked on profile r 13f. Curb type : shown proper type for the road classification meets Spokane County Road Standards for curbs within the public right-of-way ~ consistent with the curb type in the general area 13g. Are the curb grades above the county minimum of 0.80? ck1ietv3.0/Aug93 7 ROAD PLANS (cont' d) ~ 13h. If curb grades are below 0.811, has a special note been added which- requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 14. Has an "R" value test been performed for each soil group? ~ 14a. The pavement section is adequate for the R-value and Traf f ic Index for the road type ~ 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN / 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) ✓ 16b. Street name signs are shown at all intersecting streets ~ 16c. Is there a need for barriers at the end of dead end streets? ~ 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations/elevations on curb returns shown on the plan? in the profile? 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 201 (to back of curb f or rol led/wedge curbs, to face for vertical curb face types) ~ 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline cklietv3.0/Aug93 8 ROAD PLANS (cont' d) 18f. BCR, MCR, and ECR elevations are set so that the superelevation between the intersection and the curbline is banked properly for right-hand turns into and out of the intersection roads (the road slopes from the intersection down to the flowline) ~ 18f. BCR, MCR, and ECR elevations at intersections without stop sign control are set so that the superelevation between the intersection and the curbline does not exceed: (ref. AASHTO) 10°s (f lat terrain) 80 (rolling terrain) 60 (mountainous terrain) 19. CUL-DE-SACS ~ 19a. The cul-de-sac grades (top of curb) meet county ' cul-de-sac standards (lo min.) ` 19b. The cul-de-sac curb is shown in Profile ~ ~ 20. INTERSECTIONS 20a. Do the intersections meet the 2o grade requirements? _7Z 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the ~ wheelchair ramps, are the ramps oriented so that: a 51x5' pad is provided at the top of the ramp? , the required 51x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? ~ 20d. The intersection horizontal sight distance AlVJ RGtZ analysis shows that sight triangle encroachment on private property is 2' or less 7~ 21. Is there a need for slope easements? 22. Is there a need for erosion protection? cklistv3.0/Aug93 9 ROAD PLANS ( cont' d) 2 3 . DRIVEWAYS a. Can a driveway slope of 8% or less be maintained ~ between the edge of pavement and the right-of- way? 23b. Can a drivewaY sloPe of 12 0 or less bemaintained between the right-of-way and the building setback line? ckliotv3.0/Aug93 10 DR.AINAGE PLANS ItSd 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 2. Was a map with V contours spot ~ elevations submitted to properly determine ~ drainage basins? ~ 3. Were all existing drainage courses shown? ~ 4. Were all the proposed drainage courses shown? 5. Were Hydrologic calculations submitted for each basin? (Bowstring if area s 10 acres, SCS TR-55 / if area > 10 acres ) ✓ Offsite (50-yr storm if undeveloped, 10-yr storm if developed) Onsite (10-yr storm) Q for entire area Q for roads only INFILTR.ATION POND / Actual pond volume provided DETENTION POND i Release to pipe system: ~ contain 50-yr developed ~ release at 50-yr pre-developed ~ secondary overflow to pipe in control ~ structure for 100-yr developed i emergency overflow weir for 100-yr developed ~ sump prior to outlet to control structure i 1' min. f reeboard ~ grassed sides/floor for publicly-maintained ; ponds sprinkler system for publicly-maintained ponds ~ i Retained on site, no drywell: ; contain 100-yr developed emergency overflow for 100-yr developed i i 208 SWALES ~ 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided ~ ckliatv3.0/Aug93 11 DRAINAGE PLANS (cont' d) i IINDERGROIIND GRAV$L GALLFRILS i ~ i , 1. .3 void ratio for gravel free space volume is ~ used i i i 2. Perc rate from field test is used to develop ~ outflow rate i i i 3. 10-yr event volume is contained entirely ; underground 4. 100-yr event volume is contained by a combination ; of underground storage and above ground storage ; up to 8" depth i i 5. 100-yr event volume is contained by a combination ; of underground storage and above ground storage i exceeding 8" depth Sa. Soil mixture is specified for water depth in pond i exceeding 8" i i 6. Entire gallery is wrapped in filter fabric CONVEYANCE Conveyance - ~ pipes ~ ditches ~ gutter flow depth is less than gutter height ~ Backwater - pipes, ditches Headwater - culverts ~ Curb drop/curb inlets on grade ( f ig 16), sump ( f ig 17) ~ Grates - sump ( f ig 15), continuous grade ( f ig 16) Riprap - stone gradation, pad dimensions 7. Soils type is "pre-approved" (Garrison, etc.,) i for drywells without percolation tests ~ 8. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 9. The drainage design maintains sheet flow patterns ~ in natural watercourses i i i 10. The drainage design maintains existing sheet flow i i patterns without concentrating flows ckliatv3.0/Aug93 12 DRAINAGE PLANS ( cont' d) 11. Does the entire plat lie outside of designated i 100-year Flood Plain Area? i i ~ 12. Does the entire plat lie outside of Zone "B" of i the designated Flood Plain Area? 13. Is the max. street ponding in any part of a Zone "B" less than 1'? 14. Does the plat contain appropriate language limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? ~ 15. The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows is retained on the site. INLETS ~ 1. The inlets shown are within the stream flow. ~ 2. Inlets are shown on the low side of a road or at (r5~.3the low point of a vertical curve 3. Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the ~ ~ grate against the curb face (all grate types). $d✓ f~'~ Perimeter i s divided by 2 f or cal cul at ions where no curb opening (Type 1) is provided. Area = clear area = 2 for Type 1 grates) ~ 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on: pl ans Z~5 ov~, ~~^"0 ; profile. ~ 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) (Type 1: D-2; Type 2: D-4) 7. A detail drawing of the grate/curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D-8 cklistv3.0/Au993 13 DRAINAGE PLANS ( Cont' d) -A/- 8. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B-15 9. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. 11. Catch basin or special manhole details are shown or a standard drawing is specified. ~ 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS x 1. Is the swale located outside a future set aside A4*" area? See Findings and Order for where setasides are required. ~ 2. The swale bottom and sides have sod or grass turf specified. ~ 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. ; 5. Drywell is: ~ located within 8 feet of the curb line, or i ~ ~ p~t~4ctj a maintenance access route and easement are ~ i provided ~~44~k ~f6. Dr well stationin is sta ered from the inlet b Y g gg Y at least 41 7. Multiple drywells are located more than 30' (center-center) apart ' cklietv3.0/Aug93 14 DRAINAGE PLANS ( cont' d) 8. Soil type is appropriate for drywells (perc rate ~ Z 72"/hr) ~ if not : i ; -j, 8a. overflow from a swale at a low point will be directed away from building pads by ~ an identified easement over improved ground i ~ ~ an existing natural drainage channel covered by ~ an easement i -jLz&~r~ Gw~~l1 9. Drywell location does not conflict with ~r underground utilities. ~ 10. Drywell type is specified. 11. Drywell grate type is specified (Type 3-std. detail D-7) 12. DFywell grate elevation is: below the invert at the curb inlet ~ between 6" and 8" above the swale floor elevation 13. Does the note: "Wrap the drywell with a filter fabric (Amoco 4545 or equivalent)" appear on the plans? 14. Swale floor elevation is: ~ specif ied % ~ between 6" and 8" below the drywell grate elevation at least 6" below the normal gutter flowline at the curb ' let for swale without a drywell at least ' below the normal gutter flowline at r swale with a drywell fo the curb TN, 15. Swale floor ~ dimensions are shown i ~ minimum area is shown i the area matches the required area from the 208 calculation for impervious areas. 16. Easements for the 208 : ~ are shown on the drainage plans are shown on the subdivision plat ; are of adequate size to contain at least 6" ~ freeboard above the max, water surface elevation i ~ for the design storm ~ are tied to the lot corners. ✓ 17. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest OK water level of the swale. ~ d 0, A&-ap cklistv3.0/Aug93 15 DR.AINAGE PLANS ( cont' d) -AL 18. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 19. Filter fabric is specified for the gravel envelope around the drywell is specified between the drywell and the gravel ~ envelope installation specification is adequate. 20. Irrigation plan for County-maintained 208 swales ~ ~ Lot plans submitted on 208 LOT PLANSg ~ 1. Lot plans are required; submitted on 2. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 3. Lot plans have been stamped by a professional engineer on all pages 4. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 5. 208 lot plans were approved on CULVERTS AND PIPE SYSTSDSS ~ 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18". ~ 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes cklistv3.0/Aug93 16 DR.AINAGE PLANS ( cont' d) ~ 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HIDPE/ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. _ 7. The minimum culvert and pipe slope is 0.5% and all pipes meet or exceed this standard. _ 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. _ 9. At locations where two different pipe sizes enter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 11. There is a downsizing of pipes in the amount of 3" f or a minimum of 100 f eet in a pipe system that contains pipes that over 18" in diameter. 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch ~ basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. ~ 14. Inlets on the same slope are located so that the ~ maximum width of spread for the gutter flow does ~ not exceed 6' (f rom curb f ace f or Type "A" or ~ I "B" , f rom back of curb f or Type "R" ) 15. The plans and profiles show all culvert pipe Y types, stations, offsets, lengths, and inverts cklistv3.0/Aug93 17 DRAINAGF PLANS ( cont' d) . 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) 17. The culverts shown are properly stationed from centerline stationing. 4M 18. Does the drainage system configuration avoid ~ conflicts with underground utilities? 19. Is there a need for energy dissipation on any of the culvert outlets shown on the plans? 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 22. Pipe anchors are shown for pipe grades greater than 15 °s . 23. There are no instances where water is trapped against a fill with no culvert shown. 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. ~ 25. Ditches with eroding velocities have a proper lining for erosion protection. 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. cklistv3.0/Aug93 18 EASEMENTS ,1. Adequate drainage easements are shown for aA 4-s maintenance of drainage ditches or pipe systems. ~ 2. There are easements proposed or existing for natural channels which cross the property. ~ 3. An easement was provided where street drainage was diverted onto private property. 4. The perpetual maintenance of private systems has properly been provided for. 5. The maintenance of drainage systems within Spokane County ROW has been properly provided for. ~ 6. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and/or engineer who is involved with the platting work. 7. Pre-existing drainage easements on this parcel ~ are not affected by this plat i ~ Overflow easements are provided from swales/ponds ' V/ . ated in low oints ~ < <~L v~ GY w ~O`` d~ x w~yG w5-4 D2ISCELLANEOUS 1. QC check of review completed (date ) ( init . ) 2. Bond quantities for drainage item calculated (date ) ( init . ) sight distance worksheets done / 3. Vertic 1 cu yf (dat ) (init.) 4. VZe-rtical curve geometry worksheets done (date) (init. ) 5. Drainage volume worksheets done (date ) ( init . ) 6. Stamped road mylars to Permit Tech. (Sylvia/Suzanne) 7. Stamped lot plans to Admin. Asst. (Sandy) cklistv3.0/Aug93 19 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 27-Sep-93 SAG VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: HAV Addition Terrain: x Flat (General land slope 0% to 8%) Rolling (General land slope >896 to 15%) f Mountain s(General I and slope > 15%) ROAD TYPE: Urban/Suburban Semi-rural/Rural Public Public x Local Access Local Access Arteriel ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 Extension to 8 or fewer lots ADT>750 Tract 'X' Private Extension to 8 or fewer lots Tract 'X' Road name: Marigold PVI station: 4+27.03 LT Length of vertical curve provided: 65.26 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, -7.93 Exiting Slope (G2, 96) : -2.7 1 G2-G1 A= 5.23 Check S>L: L1 = 2S -((400+3.5S)/A) L1 = 189.675 Required minimum curve length: 189.675 Check S<L: Curve provided is Too short L2 = A(S**2)/(400+3.5S) L2 = 190.182 vcurvl- I/AuR93 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 27-Sep-93 SAG VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: HAV Addition Terrain: x Flat (General land slope 0% to 8%) Rolling (General Iand slope >8%to 15%) f Mountains (General land slope >15%) ROAD TYPE: Urban/Suburban Semi-rural/RuraJ Public Public x Local Access Local Access Arteri al ADT< 100 Collector 100> ADT>400 Secondary Major County Arterial ADT < 400 Private 400<ADT<750 Extension to 8 or fewer lots ADT>750 Tract'X" Private Extension to 8 or fewer lots Tract"X' Road name: Marigold PVI station: 4+27.03 RT Length of vertical curve provided: 65.26 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, -7.93 Exiting Slope (C32, : -2.7 1 G2-G1 A= 5.23 Check S>L: L1 = 2S -((400+3.55)/A) L1 = 189.675 Required minimum curve length: 189.675 Check S<L: Curve provided is Too short L2 = A(S**2)/(400+3.5S) L2 = 190,182 ,,ur,,:. PALaz+; SPOKANE COUMY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Darte: 27-Sep-93 SAG VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: NAV Addition Terrain: x Flat (General land slope 0% to 8%) Rolling (General Iand slope >8% to 15°ro) f Mountain s(GeneraJ I and slope > 15%) ROAD TYPE~ Urban/Su burban Semi - rural/Ru ral Public Public x Local Access Local AccesArterial ADT<100 Collector 100> ADT ---.i; ~ Secondary Major County Arterial ADT < 400 Private 400 < ADT 5 Extension to 8 or fewer lots ADT>750 Tract'X' Private Extensior, ? T, Road name: Marigold PVI station: 1+50 Length of vertical curve provided: 70 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, -1.28 Exiting Slope (G2, 96) : 0.8 1 G2-G1 A= 2.08 Check S>L: L1 = 2S -((400+3.5S)/A) L1 = -128.85 note: use min curve length = 0. Required minimum curve length: 0 Check S<L: Curve provided is Adequate L2 = A(S**2)/(400 1 3 5S) L2 = 75.636-: SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 27-Sep-93 CREST VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: HAV Addition Terrain: x Flat (General land slope 0% to 8%) Rolling (General land slope >8%to 15%) f Mountains (General land siope >15%) ROAD TYPE: Urban/Suburban Semi-rural/Rural Public Public x Local Accesa Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 I Private 400< ADT<750 Extension to 8 or fewerlots ADT>750 Tract'X' Private Ectension to 8 or fewer lots Tract "X" Road name: Marigold PVI station: 2+50 Length of vertical curve provided: 100 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, 96): 0.8 Exiting Slope (G2, 96) : -3.5 1 G2-G1 A= 4.3 Check S>L: L1=2S-(1329/A) L1 = 90.9302 Required minimum curve length: 90.9302 Check S<L: Curve provided is Adequate L2 = A(S**2')/1329 L2 = 129.421 vcurv2l /Aug93 ~ SPOKANE COUNTY ENOINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 27-Sep-93 CREST VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: HAV Addition Terrain: x Flat (General land slope 096 to 896) Rolling (General land slope >8%to 15%) f Mountafn s(General I and alope > 15%) ROAD TYPE: Urban/Suburban Semi-rural/Rura) Public Public x Local Access Local Access A rteri al ADT < 100 Collector 100> ADT>400 Secondary Major County Anerial ADT<400 Private 400<ADT<750 Extension to 8 or fewer lots ADT>750 Tract 'X" Prnrate Extension to 8 or fewer lots Tract 'X' Road name: Marigold PVI station: 3+50 Length ofvertical curoe provided: 88.8 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, 96): -3.5 Exiting Slope (a2, 96) : -7.93 1 G2-O1 A= 4.43 Check S>L: L1=2S-(1329/A) L1 = 100 Required minimum curve length: 100 Check S<L: Curve provided is Too short L2 $ A(S**2)/1329 L2 = 133.333 vcurvZ 1 /Aut9; I SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 27-Sep-93 SAG VERTICAL CURVE Review 4 Reviewer: Parry Project #:P1654 Project name: HAV Addition Terrain: x Flat (General land slope 0%to 8%) Rolling (General land slope >8%to 15%) f Mountains (General land slope >15%) ROAD TYPE: Urban/Su burban Semi -rural/Ru ral Public Public x Local Access Local Access Arterial ADT< 100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400< ADT<750 I Extension to 8 or fewer lots ADT>750 Tract'X' Private Extension to 8 or fewer lots Tract'X' Road name: Marigold I PVI station: 4+30 Length of vertical curve provided: 71.2 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, -7.93 Exiting Slope (G2, : -4.6 1 G2-G1 A= 3.33 Check S>L: L1 = 2S -((400+3.5S)/A) L 1 = 69.6697 Required minimum curve length: 69.6697 Check S<L: Curve provided is Adequate L2 = A(S**2)/(400+3.5S) L2 = 121.091 ~curv-' i;nug9l Spokane County Engineers Project: HAVAddition 29-Sep-93 N. 811 Jelfasan 466-3600 Job No.: p16b4 Spokane, WA 99201 DIsc.No.: File Name: TYPICAL SECTION DATA Roadway half width ENTER--> 22 to cLrb face Road Name ENTER--> Adams LeR a Right ENTER--> RT Curb Type TYPE B COUNTY Station Irterval ENTER--> 25 MNIMUM MA)ONUM Curb EL. Curb EL. Edge Pave. CENTER 96 SLOPE EDGE DIST. 96 SLOPE EDGE DIST FROM (-4.696 (-296 to Gutter LINE CENTER- PAVEMENT C/L TO C1L TO PAVEMENTEDGE PVMT.irom EIP + FROM EIP + SELECT- Des(gn Top CLrb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE 96 SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV 96 GRADE 96 Grade ERR 0.00 22.00 -0.54 -0,03 -1.88 125,00 73.59 73.65 10.00 0.60 58.92 9,70 73.67 73,87 0.00 150.00 73.21 -1. 52 73.17 10.00 -0. 40 -1. 92 12.00 73.08 73.35 73.47 -0, 81 175,00 72.71 -1.76 72.74 10.00 0.30 -1.82 12.00 7265 72,92 72.87 -2.43 -244 200.00 72.14 -228 72.05 10.00 -0,90 -224 12.00 71.96 72,23 7227 C--T_5:Z> -240 225,00 71.56 -2.32 71.59 10.00 0.30 -1.84 12.00 71.50 71.77 71,67 -2.90 -240 250.00 70.98 -232 71.01 10.00 0.30 -232 12.00 70.92 71,19 71,07 -3.10 -2.40 275.00 70.44 -216 70.44 10.00 0.00 -228 12.00 70.35 10,62 70.47 -3.38 -2.40 300.00 69.84 -2.40 69.81 10.00 -0.30 -252 12.00 69.72 69,99 69.78 -3.95 -2.76 325.00 69,02 -3.28 68.95 10.04 -0.70 -3,44 12.00 68.86 69,13 68.91 -4.05 -3.48 350.00 67.90 -4.48 67.75 10.04 -1, 50 -4, 80 12.00 67.66 67.93 67.87 -2.52 -4,16 375,00 66,62 -5.12 66.54 10.00 -0.84 -4.84 12.00 66.45 66,72 66.64 -2.71 -4,92 400.00 65,20 -5.68 65.13 10.00 -0.74 -5.64 12.00 65,04 65,31 65.23 -2.71 -5,64 425.00 63,60 -6.44 63.51 10.00 -0,90 -6.48 12.00 63.42 63,69 63.65 -2.33 -6.32 450.00 61.82 -7.12 61.73 10.00 -0, 90 -7.12 1200 61.64 61.91 61.97 CL 1. ~ -6. 72 463.80 61,05 -5.58 10.00 -610,50 -447.32 12.00 -0.09 0.18 61.50 '92-05 -3.41 I . ~ MMM Spakane Courty Englneers ProJect: HAVAddltlon 29-Sep-93 N.811 Jefferson4b6-3600 JobNa: pt6b4 Spdcane, WA 99201 Disc,No.: Ffle Name: TYPICAL SECTION DATA Roadway half wldth ENTER--> 18 to cub tace Road Name ENTER--> 12th Ave. Left a Right EMER--> LT Curb Type TYPE 8 COUNTY Statlon Irterval ENTER--> 25 note: 0+00 = SI at 12thMlarigold MNIMUM MAXIfAJM CLrb EL. Curb EL. Edge Pave. CENTER 96 SLOPE EDGE DIST. 96 SLOPE EDGE DIST FROM (-4.59G (-296 to Gutter LINE CENTER- PAVEMENT CIL TO C/L TO PAVEMENTEDGE PVMT.from ElP + FROM E1P + SELECT- Deslgn Top CLrb STATION ELEVATION LINE ELEVATION EIP EDGE PAVE 96 SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV 96 GRAQE 96 Grade 0.00 76.89 76,48 ERR 0.00 18,00 76,12 76.54 -465.85 25.00 76.93 0.16 76,52 10.00 -4.10 0.16 8,00 76.61 76.78 0.00 37.95 77.21 2,16 77,25 10.00 0.40 5.64 5,00 77.34 77.51 76.96 Q-4 50 .00 77.26 1, 32 76.84 10.00 -4, 20 1. 28 8, 00 76, 93 77.10 77.03 0.58 75.00 77.27 0,04 76,97 10.00 -3,00 -0.76 8,00 77,06 77.23 77.17 -2,85 0.56 100A0 77.40 0.52 77.18 10,00 -2,20 0.84 8,00 17,27 77,44 77.32 77 0.60 125.00 77.50 0.40 77.18 10.00 -3, 20 0.00 8.00 77.27 77.44 77.46 1, 6 0.56 150.00 77.57 0,28 77,30 10.00 -2,10 0.48 8.00 77.39 77.56 77.61 -1.15 0.60 167,50 77.67 0,57 77,37 10.00 -3,00 0,40 8.00 77.46 77.63 17,71 -0.69 0.57 175.00 77.67 0,00 77,41 10.00 -2.60 0.53 8.00 77.50 77.61 -119 , -1036.13 200.00 77.89 0,88 77,60 10.00 -2,90 0,76 8.00 77.69 77.86 -1199,77 0.00 225,00 78.02 0.52 7777 10.04 -2,50 0,68 8.00 77.86 78,03 -1202.38 0.00 250.00 78,12 0.40 77.82 10.00 -3,00 0,20 8.00 77.91 78.08 -1203,15 0.00 275.00 78.17 0,20 77.87 10.00 -3.40 0.20 8.00 77.96 78.13 -1203,92 0.00 300,00 78.07 -0.40 10.00 -780.70 -311,48 8.00 0.09 0,26 -5.92 0.00 High/Low point is: 2+18.60 75.17 _ je/_ File name is 1654V3.COR FILE NAME: 1654V3.COR DATE: 9/27/1993 VERTICAL CURVE Station Elevation PI Station 350.00 PI Elevation 72.00 Entry Grade -3.500000 Exit Grade -7.93000% Length 88.80 PC 3+05.60 73.55 3+10.00 73.40 3+20.00 73.00 3+30.00 72.55 3+40.00 72.05 3+50.00 71.51 3+60.00 70.91 3+70.00 70.27 3+80.00 69.57 3+90.00 68.82 PT 3+94.40 68.48 File name is 1654V4.COR FILE NAME: 1654V4.COR DATE: 9/27/1993 VERTICAL CURVE Station Elevation PI Station 430.00 PI Elevation 65.66 Entry Grade -7.93000% Exit Grade -4.60000% Length 71.20 PC 3+94.40 68.48 4+00.00 68.05 4+10.00 67.30 4+20.00 66.61 4+30 . 00 65.96 4G 1`'; 4+40.00 65.35 4+50.00 64.80 4+60.00 64.29 PT 4+65.60 64.02 Fi e name is 1 54 4LR.COR FI~E N E: 1651`V4.COR ~ DATE: 9/27/1993 VER(~' I L CURyE / Stati n glevat on PI ~t ti n 427. 3 PI Elevat' n 65.89 Entry Grade -7.93000a File name is 1654V4LR.COR FILE NAME: 1654V4LR.COR DATE: 9/27/1993 VERTICAL CURVE Station Elevation PI Station 427.03 PI Elevation 65.89 Entry Grade -7.93000% Exit Grade -2.70000% Length 65.26 PC 3+94.40 68.48 4+00.00 68.05 4+10.00 67.34 4+20.00 66.71 4+30.00 66.16 4+40.00 65.69 i 4+50.00 65.31 PT 4+59 . 66 65.01 4+27.03 66.32 -r/L 4+45 . 00 45-: 49 4+45 . 88 65 . 46 ~a~C u VERTICAL CURVE ~~?8 k Station Elevation ~ PI Station 430.00 PI Elevation 65.66 Ent ry Grade - 7. 9 3 0 0 0% Exit Grade -4.60000% Length 71 . 20 Z ; PC 3+94.40 68.48 4+00.00 68.05 Z <<~ d 4+10 . 00 67 . 30 4+20.00 66.61 4+30.00 65.96 C~ +40 . 00 65 . 35 4 4+50.00 64.80 4+60 . 00 64 . 29 S, vZ `~-~k, , Z 6 C~ f PT 4+65.60 64.02 e- 4+27.03 66.14 4+45.88 65.02 File name is 1666VC4.COR FILE NAME: 1666VC4.COR DATE: 9/27/1993 File name is 1654V1.COR FILE NAME: 1654V1.COR DATE: 9/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 PI Elevation 74.70 Entry Grade -1.28000t Exit Grade 0.80000t Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+25.00 75.03 1+30.00 74.99 1+35.00 74.95 1+40.00 74.92 1+45.00 74.90 1+50.00 74.88 1+55.00 74.87 • 1+60.00 74.87 1+65.00 74.88 1+70.00 74.89 1+75.00 74.91 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is : f G ;-jw ~p 1+58.08 74.87 1+58.33 74.87 File name is 1654V2.COR FILE NAME: 1654V2.COR DATE: 9/27/1993 VERTICAL CURVE Station Elevation PI Station 250.00 PI Elevation 75.50 Entry Grade 0.80000t Exit Grade -3.50000$ Length 100.00 PC 2+00.00 75.10 2+10.00 75.16 2+20.00 75.17 2+30.00 75.15 2+40.00 75.08 2+50.00 74.96 2+60.00 74.81 2+70.00 74.61 2+80.00 74.36 2+90.00 74.08 PT 3+00.00 73.75 Exit Grade -2.70000% Length 65.26 PC 3+94.40 68.48 4+00.00 68.05 4+10.00 67.34 4+20.00 66.71 4+30.00 66.16 4+40.00 65.69 4+50.00 65.31 PT 4+59 . 66 65.01 File name is 1654V4LR.COR FILE NAME: 1654V4LR.COR DATE: 9/27/1993 ~ Page 10 of 12 REVIEW COMNIENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 3 of 3(Adams Road) 17. Adams Road section: ~ ndicate existing R/W, new R/W, setaside . 12' f new paving width is required along Adams ~5idewalk is required along Adams d. Verify CSTC depth for R-value = 56, Traffic index ,/2" AG~ . oordinate page number CALCULATIONS: 4oeCalculations must be stamped and signed by a Washington State-licensed P.E. rovide SCS map extract showing soils types at the project site 0d rovide corrected final plat map - additional comments will be forthcoming pending review rainage plans with plat map 4. Basin ap: . Provide contour lines interval) to validate assumptions in calcs b Clearly define basin areas; coordinate with high and low points of vertical curves ndicate scale, north . Provide a copy of the basin map with each copy of the calculations 40FAddress impacts to off-site properties from flow bypassing storage on this site . Address impacts to site storage requirements from flow onto this site from offsite parcels ~ 7. Area 1: ~(hoo a. Coordinate 20 swale section with plans ..)./'Verify 208 volume provided; average end area calcs yield 267 cf provided c. Curb ening calcs: 1 rovide calcs for flow depth; consider both side slopes of gutter 1 Height of opening = height of curb only ~ Depth of flow = flow depth in gutter only (4) Capacity =.199 cfs/LF for the conditions given in calcs a . n a l v r , s & cr.axx, iNC. L E T T E R 0F T R A NS ti'I I T TAL 1720 W. r ourth Avenue Spakane, WA 99204-1702 ~ DATE 9_7_93 Jo6rvo. 93-197 Phone: (509) 747-4600 arrENrIoN Ed Parry FAX: (509) 747-8913 RE: HAV Addition TO Spokane County Engineers VED 1026 West Broadwa_y SEP 0 1993 Spokane, WA 99260 " ~ WE ARE SENDING YOU ~ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings E Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ~ Report COPIES DATE NO. DESCRIPTION 2 1 HAV Drainaae Reoort 2 ~ HAV Plan & Profile Sheets 1.z3 2 1 Marigold Site Distance Calc. 1 Countv comments on calculations & redline plan & profile shts. - 2 1 Curb Envelope Calcs. on Adams & Rd. and 12 Avenue 1 THESE AAE TRANSMI'TTED as checked below: ❑ For approval D Approved as submitted ❑ Resubmit copies for approval ~ For your use ~ Approved as noted Cl Submit copies for distribution ❑ As requested C Reiurne-bfior corrections ❑ Return corrected prints E3 For review and comment ❑ 11 FOR SIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Larry Olson, P.E COPY T0: SIGNED: T ~ ~~a.C.~-. • s . 1 RECEIVED SEP 0 l 1993 43' SPO NE CaUNTY ENGINEEA 2 a- 4 ~3 9 ~ I t~ tL: .ri• ~ • G "r ~ ~i - , C7 ~ o rJ G, ~ ~ L'~ t9o x .4 . L _ ~ - . 1 ~ ~ ~ ~ ~ t~ ~ ►.1 . ~ C. ~ Q ~ c., - I 50~~ < • ~ ~_~_i_.._'_".__.-~ to / ~ ~ i 4 3Z` ~ 3z~- 1 ! - ! ~ • x `77 3~ t-.,. r tI 1 • • k `~rt~ . J l ~ ; ~ % , ~ ~_~r . . c L ~i _ ! C rC Z..~ v.~J'" . ~uQ..~'~ - ~ ~ , ~ • ,~,r ~ , ► - ~ - '~i = ,Z5g3 ~ . - GZ = . ~ ' r ~ d I ~ . . / ~ . ~ , f)`.1~~~ ~ j ,~t i~:. i (Sl~`) ~ • DETEiiT iUN B nI c: 1) F:s tcca T1me Increriecit (min) 5 'I'irnc of CUtit;vnC ra,t ion (n~in) '7 f•1~~J • e Oueflou (c.f.s.) .'30 UesiKn yenc flou (yr.) %0*1pL . . ' Area (acres) o,°t1 bq Developed "C" factor .30 Area x"C" , 2°+ 3 ~ Ut 12 t 13 114 ` US ~ !f6 Ul Time. tac. Time Inc. lntensity Q dev, V isl V ou[ Storage (min.) (sec.) (in./hr.) (c.f.s.) (ctt. ft.) (cil. Et.) (cu. [t.) ' (nl * bU) (A*C*03) (sce bclow) (outflow*U2) ((15-t16) j-n ~ .S-- T''s ~ ~n t., a A 4 S 31 9 ~1X S-tukA IO ( 600 I 2. 24 , 15 ~ 900 ~ 1.17 --5- 4° , 20 ~ 1200 S 51n ~ 25 ~ 1500 ~ 1.21 ~ . 3S41, ~ 5 b2 ~ 450 ~ 30 1800 ( 1 .01. ~ . 3048 5 tto ~ • z c,c,~ , ~ ~ ~ 35 ~ 2100 ~ .91 ~ 40 ( Z!.oo ~ .az I. z4,o~ 1 I I j 45 ~ 2100 ~ .74 ~ . 11691 ~ ~ 5C, ~ 3Q00. ~ .68 1 . ~ ~a 3 ~ 55 ~ 3300• ~ .64 ~ . 1$-1v ~ 60 ~ 3600 ~ .61 Q 8 1 65 ~ 3900 , .50 ~ 70 ( 4200 ~ .SS ~ . 75 ~ 4500 ( .56 80 ~ 4800_ 1_---- ~ ~ t ti~? ~ . 2 ► ~ ~ I,~,,~ I _ . _ . - - .i _ : ~ g ; ~ 5700 i . ; 9 ~ - - , ~ - 1 1oU , ,rC)~~ I . 1148 ~ 'v in - 1 .3y * Q ~:~'v * C for t < Tc -~Q dev * t) + ~.34 4 Q dcv * Tfor t> Tc ` ~ 3oblb ~ ~ ~ S 4 ~ A tt~ A 2~ 4 513 S 0 _ 435c~~ !1 r. LoT 4 rto r- - - • . - J ~ _ - S I 7 ~`X a- b 37 Mt0-•~ !V ~ _ U3 aG ~ .~2 - ~ c' ~ ~ '`~!T" • ~ 5 ~ . 135 ~ ~ 3 ~9; c~~' - . 25 ~P► 2 .•355 ~ C~ - • r ~ ~i~- 5 } : ~ C~ = , • 8 ~ ~S-~c- • , 2S4 . S r-~t, 2.9 - Mi►~~ L, - Z. g~ S. Y l 0 2 L-Q-- c ~ S ti , ~ 3 'Q _ ~ x ~ .a ~c ~ n a- - • )S4 ~ . A66 , To ~ T~.. 4 3 _ 1_7~ cr ~ L t'73 C ~i • ~ ~ - -Z., b t~ '~7 ~ ~.sr . ~r : l, . ~G" ' 1~ s;,., ~ , ~ 44 4 r / i 4 + Z.. 7 , 0 ; ! o r C. r ' - J . ~L~j 1 ~ , { n ~t. _ e9 . ~-~y r ~ y • - 4 S t~` 3 S°1 ~ ~ I 1 3 S+ Z ~ L , S = S93 5 ' _ ~ ' •~.Y. _ . 1 3 i A-o joi.~~ l.. 5 i 1Z~ z:~_ ~ i-z-,.C-)3 Gl.d.-~~.w~.Q~ ~•t- . - ~ ~ ' T f'-~„_ o~~--~-~ G,,.~.G- o. t► ~ . Z i o ; ~ ~ L _ 3 tv CL~- - ~~X3~~~,c ,21~► = 0~z -)'5 4 A ~ I t 3~ Z L~ S i O~'~A C~ L tZ 3 ~ z • . ~ ~ . , ~,..,,t.~.R~.. S~~ r~~ , t.- y+ L~. 0 3 Z~ Z s t a-...~ f,-•.~ ,~f~.. S 2Z 3 3 t3-'9 1; t' ~afi~ - ~-`v ~ ZD ~SM r i ' ~ 13s _ ~ r ~ Go - 7 ' . ~ - 2.5r , , . ~ J• I ~ ~ ~ ! 1 ~ ~ V ■ a I ~ . • • ~o,.J5ci: t r;t: ,u7..tttc!D DETENTIUN f3A5IN UE'.5IGi1 Time Itic~er~e~tit (micti) 5 'Tlme oE Cocic:entratian (mln) Outftuw (c.f .s.) UesiKn ycar Elow (yr.) ~o -e_tL _ . ' Area (acres) N-velvE;+-'e? fac:or 0.25 ^ Area x "C" D•'t-v . t11 02 t 13 VS t16 #1 Time Ic3c. Time Inc. InCensity Q dev. V in V out Stoc3Fe (min.) (sec.) Cin./hr.) (c.I .s (cu. Et.) tcu. (t.) (cu. £t.) {A1 * bU) (r'1kC*#3) (sce below) (outflow*U2} (115-!!6) 36u i s M b -6(oU 2•°1~ . 1 S4) i 10 ~ 600 ~ 2.24 + . SStLy ~ 4 ~ 15 ~ . 900 ~ 1 .17 ~ • 4 v L ~ 4- n ~ ` . 20 ~ 1200 ~ 1.45 u ~ 25 ~ 1500 ~ 1.21 ~ . i ~ f - ~ 30 ~ • 1800 ~ 1.()4 ~ 35 i 2100 ' . 9 1 ~ ~ ~ 40 2'+00 .82 ~ l i ! - - ---1-- _ . . 45 ~ 2700 . ~ - ~ ~ 50 ~ 3000- I .68 ~ SS I 3300 _ I .64 ~ . 60 ~ 3600 ~ .61 ~ 65 ~ 3900 ( .50 70 I 420o # .s$ ~ 75 ~ 4500' ~ .56 I gp j 4600 ~ .53 ~ 85 ~ 5100 ~ .52 90 I SyUO I .SO ~ 95 1 5700 I ~g f ~ I 100 ~ bUUO j .48 Vin - 1.3+ * Q dev * C for Tc V1n - (Q dev * C}+ (.3; * Q dev^* Tc) f o r t> Tc ~ 30b16 ~ . CL ~ ~,~5 ~ ! : ~r, J ~ 3 -1 5 ~ ~ 3 , 1 8 _ • °1 ~ ~ _ ~ ~ ; , ~ l , 3v3°► ~~s . _ d ~3s~o „ lsT L 41, z s ~ 5 `3 -5 } -y 1 ~ ,5 . ''v ~ ~C 1 • ~ F~ U A~' -4-~ 24 ~ SN►`~ 38 x 18.5 -4 ~ ►J - /'~~l ~ ful. = ~ a. l\ ~ ~ J r, 4~ C , ~ l l ~ ~ , L.,L ~ `7 x ~ , I u I~ So = r~ ~ . ~ . , . • . O . ~ c-2•~~,, ~ • 3 . 1,~.1 LS Z ~ 'J ~ " I V i; ~.1,^ ` ► • `I _ i • , 32-2 I.• _ ' • - 1 a., 6q• U ~ ~ ~ - - _ - - . - - - ~ $ _ . I ° ~ V1S \ x••~J c_~ . , `i T,,ZZr_ c.~ - . ~ . ~ 3 ~ ~ 7 ~ i-~v~ _ ~ L~ r •J'~ , - 1 ~ ~,~r•~-- --(,~l ~ ~ ~.r-~.~-~-- P ~a r-~ ~~-r~ 9 ~ I , 2 = ~ . / ~ 4- ~ - - , . _ C G ~fo ~ c, ~ \ 0 . ~ ~ M ~ ~ 1 i~ \ t~ . ~ ►z ~ t.- 7 W J ~ f-~ ~ ,I ✓1 ~ 1 , ~ • ~ - . r T5`` c, ~ . , r ~ , ko --7 - ~ 13 2 t'r~_.s^ > ~ ce( tA ~r . - f• - ~ ~ t_..t r S P (D K A N E ; 4~; , C O U N T Y OFFICE OF THE COU:V'IY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Date: 2 Jutj f,3 6636 h68d, P. t SUBJECT: kvw Gentlemen: A review of the road, drainage, and parking plans for the above-referenced plat, short 1 plat, binding site plans and/or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the nlans are resubmitted, mark all changes on the revised !)rint in color. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer eNr.lS: 5 C3 Edward J. ' a , Jr., P.E. ~t `'y ) Plans Review Engineer la"tG45 (l2 pr) avtv Ccw~s ~J) k1w\t\review.1tr W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 REvIIEw coMMENTs SPOKANE COUNTY ENGINEER ENGiNEERING SERVICES PROJECT P1654 REVIEWER: Ed Parrv PROJECT NAME: HAV Addition DATE: 2 Jun 93 REVIEW 3 PAGE # 1 of 12 ~ PREVIOUS COMMENTS Sheet 1 of 2(Marigold Road) * Demonstrate that maximum driveway slope to Lots 7, 8, 1, and 2 will not be greater than 12 % between the Right-of-way and the building setback line (Contours are needed to show this, not just a generic note) * Clarify dimensions at 208 swale between Lots 5 and 6 Sbeet 2 of 2(12th Ave) * Indicate street name sign at 12th/Marigold * Provide cross-section for 12th Ave widening NEW CUMMENTS General: 1. Provide corrected final plat. Additional comments will be forthcoming pending review of road/drainage plans with corrected final plat map 2. Plans need developer's signature prior to approval 3. Coordinate actual Township of project location with Township noted on plans Sheet 1 of 3(Marigold Road) 1. [ndicate 12th Ave. station on stationing equation 2. Provide horizontal sight distance analysis at 12th/Marigold 3. [ndicate MCR elevations at 12th/Marigold curb returns . , Page 2 of 12 REVIEW CUMMENTS PROJECT P1654 ~ REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 4. Show flow direction on Marigold 5. Curb returns a. Use stations common to Marigold CL b. Curb should nose down in 12" c. Coordinate with sheet 2 of 3 6. Indicate existing R/W, new R/W, setaside on 12th 7. New curbline on 12th should be stationed from 12th Ave CL 8. Marigold/12th NE curb return - chord length os not needed in curve data 9. Marigold/ 12th NW curb return a. Provide curve data for paved radius b. Indicate radius PC and PT stations 10. Curbline stations don't scale from 0+00 on CL 11. Show existing and proposed contours in slope easement areas 12. Waterline should be located per SCRS std. dwg. S-14 13. Area 1 208 swale: a. Indicate grate elevation and type on drywell b. Drywell should be located 8' max from curb c. Curb openings should be located at the low point of the vertical curve d. Indicate invert elevation at curb opening; coordinate with curb type I e. Easement dimension don't scale out f. Indicate easement width; coordinate with calculations g. 65' floor dimension doesn't scale out; coordinate with calculations h. Tie easement to lot corners i. Easement widths are usually equal for rectangular swales; coordinate with caiculations j. Coordinate 9.8' dimension on plan with typ. cross-section and calculations; indicate I dimension on floor of swale 14. Station 1+36 doesn't scale out • Page 3 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 15. 14' dimension from station 1+36 to curb opening doesn't scale out 16. Indicate R/W width on Marigold 17. Area 3 208 swale: a. Indicate grate elevation and type on drywell b. Drywell should be located 8' max from curb c. Curb openings should be located at the low point of the vertical curve d. Indicate invert elevation at curb opening; coordinate with curb type e. Indicate easement width; coordinate with calculations f. Indicate floor dimensions; coordinate with calculations g. Indicate curb opening length 18. How does station 2+51 occur upstation of 2+50? 19. Are there any other utility easements? If so, indicate on plans 20. Provide callout reference for Marigold cross-section 21. Coordinate 406.98' dimension on west curb with 388.56' dimension on east curb - how can these be different if the starting points are essentially at the same station? 22. Coordinate station 3+50 elevation with profile (71.51 or 71.5?) 23. Cul-de-sac west curb return: a. Indicate CL station, offset, invert elevation for curb opening b. Indicate back apron at curb opening c. Coordinate PC and PT elevations with 2% min. cross-slope required from CL 24. Cul-de-sac east curb return: a. Indicate CL station, offset, invert elevation for curb opening b. indicate back apron at curb opening c. Coordinate PC and PT elevations with 2% min. cross-slope required from CL 25. Cul-de-sac curb returns: chord length is not required in curve data 26. Indicate bearing and distance on slope easements (typical) Page 4 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 27. Station 4+27.03 doesn't scale out 28. Coordinate station 4+27.03 elevation with profile; indicate only surface elevation 29. tndicate MCR elevation on curb returns at cul-de-sac 30. Station 4+45.88 doesn't scale out 31. Cul-de-sac west curb return - 208 swale a. Indicate floor dimensions b. 20' and 13.8' dimensions don't scale out c. Easement dimension don't scale out d. Indicate easement width; coordinate with calculations e. indicate distance/bearing of easement on south end of swale f. Indicate bearing of north and west easement lines g. Indicate floor elevation h. Tie easement to lot corners 32. Cul-de-sac east curb return - 208 swale a. Indicate floor dimensions b. 20' and 13.8' dimensions don't scale out c. 18.5' easement dimension doesn't scale out d. Indicate easement width; coordinate with calculations e. Indicate distance/bearing of all easement lines f. Indicate floor elevation g. Tie easement to lot corners I 33. Indicate radius to curb at cul-de-sac 34. Indicate radius to R/W at cul-de-sac 35. Station 4+79.6 doesn't scale out ~ Page 5 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) I 36. Area 2 208 swale a. Indicate drywell grate type and elevation b. Clarify - is this the lot line? c. 13.8' dimension doesn't scale out d. 24' dimension doesn't scale out e. Indicate bearing on ease and west easement lines f. Indicate curve data for north and south easement lines g. lndicate easement width 37. Indicate curb opening invert elevation 38. Use CL stationing at curb opening; or cut stationing at curb return PC's and use reference points 39. Easement for runoff diverted from the public R/W onto private property will be needed prior to approvals 40. Indicate back apron on curb opening at Area 2 208 swale 41. Add note: "Any conflicting utilities to be relocated prior to construction of road or drainage facilities" 42. Marigold LT curb profile: a. Elevations are to be shown for top of curb, not road surface/flowline b. Show profile of new paving from end of curb to match existing 12th Ave edge. Indicate BCR, MCR, ECR stations and elevations c. Station 3+50 should be labeled as "VPI" d. Clarify VPI elevation at 3+50 (72.00 or 72.05?) e. 88.8' vertical curve is too short for required design speed and slope difference f. Check PVI surface elevation for vertical curve between 3+94.90 and 5+59.66 g. 3+94.90 should be labeled "PRC" of "PVT/PVC" h. 65.26' vertical curve is too short for required design speed and slope difference i. 5+59.66 should be labeled "PVT" Page 6 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 43. Marigold CL profile a. 1+ 15 should be labeled "PVC" b. 1+ 85 should be labeled "PVT" c. 2+00 should be labeled "PVC" d. 3+00 should be labeled "PVT" e. 3+05.60 should be labeled "PVC" f. 88.8' vertical curve is too short for required design speed and slope difference g. Coordinate surface elevation at 3+50 with plans h. 3+94.90 should be labeled "PRC" or "PVC/PVT" i. 4+65.60 should be labeled "PRC" or "PVT/PVC" j. 4+95.60 should be labeled "PVT" k. Coordinate 4+30 VPI with 72.2' vertical curve and PVC at 3+94.40 1. Coordinate 4+30 VPI with 72.2' vertical curve and PVT at 4+65.60 m. Coordinate 4+65.50 PVT with 72.2' vertical curve and VP1 at 4+30 n. Coordinate slope between 4+95.60 and 5+29.60 with elevations o. Coordinate curbline at 5+25.60 with 45' radius from 4+79.60 p. Coordinate 208 swale stations with dimensions in typical section q. Clarify 208 swale floor elevation callout - hard to read this 44. Marigold RT profile: a. Indicate BCR, MCR station and elevation b. 0+38.47 doesn't scale out c. Coordinate slope between 0+38.47 and 1+ 15 with elevations d. 1+ 15 should be labeled "PVC" e. Coordinate elevation at 1+ 15 with slope f. Coordinate surface elevation at station 1+50 (VP1) with slopes, vertical curve length g. 1+85 should be labeled "PVT" h. 2+00 should be labeled "PVC" i. 3+00 should be labeled "PVT" j. 3+05.60 should be labeled "PVC" k. 88.8' vertical curve is too short for required design speed and slope difference l. 3+94.60 should be labeled "PRC" or "PVC/PVT" m. 65.26' vertical curve is too short for required design speed and slope difference n. 4+59.66 should be labeled "PVT" o. Elevations on curbline profile are for top of curb, not road surface Page 7 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 1 of 3(Marigold Road) 45. The final plat map indicates that a brass monument exists at 12th/Adams; this should be used as the benchmark as it is relatively close to the site 46. Indicate sheet number Sheet 2 of 3(12th Avenue) 1. Provide curve data for paved radius at Marigold/12th NW return 2. Show MCR elevation at paved radius at Marigold/12th IVW return 3. Show MC.R elevation at paved radius at Marigold/12th NE return 4. Coordinate new curb start point on Marigold with sheet 1 of 3 5. Indicate new paving start station on west side of Marigold b. The final plat map indicates that a brass monument exists at 12th/Adams; this should be used as the benchmark as it is relatively close to the site 7. Indicate 12th Ave station on stationing equation - 0+00 is the station on Marigold 8. Label CL station ticks 9. Coordinate water pipe type with sheet 1 of 3 and water plan sheet 10. Clarify stations on 12th/Marigold NE curb return; use stations common to 12th Ave CL and Marigold CL 11. 0+38.47 doesn't scale out 12. 12th Ave north curbline: Use stations common to 12th Ave CL 13. Chord length data is not required 14. Show existing R/W, new R/W, setaside on 12th Ave Page 8 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 2 of 3(12th Aveoue) 15. 129.30' dimension doesn't scale out 16. 12th Ave CL station 1+67 f: a. Clarify callout: 167.77 or 167.72? b. Coordinate 167.70 dimension on CL with callout I 17. 167.70 dimension doesn't scale out 18. 12th Ave north curbline station 1+61 f: Use station common to 12th Ave CL 19. Indicate "start taper/end curb"; curb should nose down in 12" 20. Is there an existing curb at the property east of the project site? IF so, new curb should match existing 21. 3+ 17. 77 doesn't scale out 22. Indicate "end taper"; use stations common to 12th Ave CL 23. 150' taper dimension doesn't scale out 24. Add Note: "Provide a 4"-wide, white-painted fogline at 12" from edge of pavement along pavement taper" 25. Road cross-section: a. [ndicate which road this belongs to b. Verify CSTC depth for R-value = 56, Traffic index = 5, 2" ACP depth I c. Indicate R/W dimension 26. 12th Ave left curb profile a. Use stations common to 12th Ave Cl b. 0+00 on curb is not 0+00 on CL c. Indicate paved radius on 12th/Marigold NW return ~ d. Indicate MCR elevation/station on 12th/Marigold NE curb return e. Indicate 150' pavement taper from 1+67 f - J Page 9 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 3 of 3(Adams Road) 1. Clarify stations/elevations on east side of road - hard to read 2. Pavement taper out of project (north of 4+63) is inadequate for the required design speed (Adams is a minor arterial) 3. Indicate existing R/W, new R/W, setaside on plan view 4. indicate sidewalk on east side of Adams 5. The final plat map indicates that a brass monument exists at 12th/Adams; this should be used as the benchmark as it is relatively close to the site 6. Indicate "start taper" station 7. Indicate "end taper/start curb & sidewalk" station; curb should nose down in 12" 8. Indicate "end curb & sidewalk/start taper" station; curb should nose down in 12" 9. lndicate "end taper" station 10. 3+00 CL doesn't scale out 11. 4+00 CL doesn't scale out 12. 4+63.8 CL doesn't scale out 13. 5+00 CL dcesn't scale out 14. 6+00 CL doesn't scale out 15. Show driveway cut for houses on Lot 2& Lot 3 16. Adams RT curb profile: a. Pavement transition start station is not at 0+00; use station common to Adams CL b. Indicate "end taper/start curb & sidewalk" station c. Indicate "end curb & sidewalk/start taper" station d. Indicate "end taper" station Page 10 of 12 REVIEW COMMENTS PRQJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 Sheet 3 of 3(Adams Road) 17. Adams Road section: a. Indicate existing R/W, new R/W, setaside b. 12' ± new paving width is required along Adams c. Sidewalk is required along Adams d. Verify CSTC depth for R-value = 56, Traffic index = 5, 2" ACP 18. Coordinate page number CALCULATIONS: l. Calculations must be stamped and signed by a Washington State-licensed P.E. 2. Provide SCS map extract showing soils types at the project site 3. Provide corrected final plat map - additional comments will be forthcoming pending review of drainage plans with plat map 4. Basin map: a. Provide contour lines (2' interval) to validate assumptions in calcs b. Clearly define basin areas; coordinate with high and low points of vertical curves c. Indicate scale, north d. Provide a copy of the basin map with each copy of the calculations 5. Address impacts to off-site properties from flow bypassing storage on this site 6. Address impacts to site storage requirements from flow onto this site from offsite parcels 7. Area 1: a. Coordinate 208 swale section with plans b. Verify 208 volume provided; average end area calcs yield 267 cf provided c. Curb opening calcs: (1) Provide calcs for flow depth; consider both side slopes of gutter (2) Height of opening = height of curb only (3) Depth of flow = flow depth in gutter only (4) Capacity =.199 cfs/LF for the conditions given in calcs Page 11 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 CALCULATIONS: 8. Area 2: a. Gutter flow needs to consider side slope of road and side slope of curb b. Curb opening calcs: (1) Provide calcs for flow depth; consider both side slopes of gutter (2) Height of opening = height of curb only (3) Depth of flow = flow depth in gutter only c. Check total street area: cul-de-sac = 6630 sf; roads = 7735 sf. Coordinate with high point of vertical curve d. Pond volume 4+27 RT: coordinate length of road with High point of vertical curve. High point does not occur at VPI for unequal slopes 9. Area 3 : a. Coordinate length of basin with high point of vertical curve b. How do topography/road sections contribute to 7' unpaved contributing? Will lots actually be graded this way if there is a 4:1 slope easement? c. Contributing area = road area + unpaved area d. "C" factor is weighted for all the types of areas contributing e. Time of concentration needs to consider overland + gutter flow f. Gutter flow needs to consider curb side slope and road side slope g• Qpaved + Q„Maved >•3 cfs. Storage will be needed if a single Type "A" drywell is used; provide bowstring calcs h. Provide curb opening calcs 10. Area 4: a. Flow path has to run along the hydraulically longest path in the basin. Unless the topography demonstrates otherwise, this would appear to be from the extreme southeast corner of the basin to the extreme northwest corner of the basin b. Clearly define area on the basin map; coordinate with corrected final plat map c. Where are the other 3 houses in DU/GA calcs? d. Coordinate area with basin map - where does 24300 sf come from? e. Coordinate road area with topo - north side of 12th Ave from Adams to north Marigold also contributes to 208 requirement ~ f. Indicate curb openings on plans; complete calculations g. Indicate storage and 208 swales on plans; provide bowstring calculations Page 12 of 12 REVIEW COMMENTS PROJECT P1654 REVIEW 3(Marigold, 12th Ave), 1(Adams) DATE: 2 June 93 GALCULATIONS: ~ 11. Curb grade calcs a. 12th Ave: (1) Stamp & sign both copies (2) Complete work sheet; generate elevations for pavement taper and paved radius {3} Don't use negative stationing (4) Selected elevation must fall within range defined by column #6 and column #7 b. Adams Road: (1) Use ink for signature and date (2) Coordinate distance from existing e/p to curb and new curb elevations with the 12' f width of new paving required (3) Generate elevations for pavement taper edges I 12. 208 lot plans will be needed prior to approvals 13. 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S t S b t- 13 Y S ~ c ~ . c / ~ ! - - - ' ~ / ~ ~ ~ , • ' I { ■ [lUuS'Ttt t Nt: ttt:1"1100 UETEtiTIUN IIASiN UtSiCN Ttmc Increrietit (misti) 5 'fimc ot Cuttc:entcation (min) ~ v outflow (c.E.s.) UesiKn year f1oU (yc.) IQ . ' Area (acres) .sS43 ~ Developeci f actor Area x"C" , 13 g l t1 - 12 r 1 Time tnc. Time Inc. Intensity V out Stac3s;e (min.) (sec.) (in.jhr.) (cu. Et.) (cu. (t.) (cu. ft.) (91 bU) (r\hC*#3-) (sce below) (outElUc:*U?_) (a5-~16) k ,1 10 ~ 600 ~ 2.24 ~ . 3 + z°► s?- L \V° % \ ~ 2.w5 .;uo4 8 j 15 ~ . 900 ~ 1.77 z_ -I e L-+ o ~ 20 izoo ~ 1.45 ~ . 2A ,,C, j Lqo ~ 25 ~ 1500 ' 1.21 l1. 'tio 1 ~ 4 S o i, t S°~ ~ 1 30 i$oo I 1.04 ( I ~ ~I I 35 ~ 2100 ~ .91 ~ 40 ~ 2`4 pQ ~ .82 ~ 45 ~ 2100 ~ .74 I so ~ 3000_ I .68 ~ 55 ~ 3300. f .64 ~ . 60 ~ 3600 ~ .61 ( 65 ~ 3900 ~ .60 70 ' 4200 ~ .58 ~ i ' - ( 75 + 4500 .56 ~ 80 ~ 4800 ~ .53 ` 85 i 5100 ( .52 90 ~ 5400 ~ .SO ! 95 ~ 5700 ~ .49 ~ 100 ~ bUUO ~ .48 ~ 4'in - I.3v Q dev * t foc t< Tc . . Vi,n -(Q dev * t)+ (.34 * Q dev-* Tc) for t> Tc , 306/6 ~ ~ r FIELO INFORMATION OFFICE CALCULATiOriS AND DESIGN , r #1 ~ #2 #3 #4 #5 #6 N7 #8 09 'q-- E. P. DIST, FROM DIST. MINIMUM MAXIMU"". TA. ELEV. ELEV. ~ to E.P. FR0r1 E.P, CURB ELEV. CuRA ELEV. SELECTED % GRADE ~ TO CURB 4Y5 OPE (Z x SLOPE i ELEV, 4 R. + FROM E.P. + , , CURB HEIGHT) CURd HEIGNT1!, , 1`.+?t ~ 3g•'.1 7 ~.Z.~ Z~ •:~j io 8 ~7.3v "7-7.55 77 .30 4 7~•39 SD 1~.Z~ '1L.8a !u ~ ~ -n.i z -7 1.54 ~ ~.Z~ 7 ~ •47 ~ -1 -7 .'7g >>.t3 d f N l)•'o 1C ~?.4 -77.~1r1 ZS 7~.Sa 77•1~ sp 17.5~ -7 7.30 1~ s ' (o"7.77 17. (.1 17.~j-t ~0 a 71. `iZ r\.7 Z 1V ~1.89 ~~.La ~ Z5 79 .o Z 7 ~.~7 Vj T8.I 2 77-87, t`' ~o -1 7-'~7 1n $ ~ i. 2 N 'TY.o-~ i s' ~ T ~ 17'r il ! 1~ ~J C~u u :.001'ru;ngy ~kVAj l ~ ((2ft, Aa) r7 r~ Y 1 OFFICE CALCULATIONS AND DESIGIV ~~~4L' . FI ELD I NFORMATI ON ADA0A5 t , 1 #1 #2 #3 #4 #5 #6 #7 #8 #9 4[-- EKEV. P. ~ DIST, FROM; DIST. MINIMUM MAXIMUM ELEV. ~ to E.P.1 FROM E.P, CUR6 ELEV, CuRB ELEV, SCLECTED % GRADE 1'A . ' ~ TO CURB ~,A6AItS~OPE+ FROMSEOPE + ELEV, ~ CURB NEIGHT) CURB NEIGHT) - , € +50 7 3. 2 i 7 3.17 1 O 13. d-1 -7 z.) 4-- 10 73,b 4 z.88 1T.ly 11.05 t~ p ~ 12. ~O I1.35 Z2.14 2.10 N . . ( 4.0 +Z5 " 4 . r.o~ ~t.3 ~ ~►~.05 1. +So 10.9 e [O -70. 49 ~0.14 10.49 4.S + 7S ~ 0.44 ln. 4-4 ; Ip 8 Lq .Y6 -10.11 l.°I•4~ 4. 4r ~ .v ~q ,$4• `~~S q5 1`~ (,q . ZS co9.2S 1.0 +15 0 5 l.-d•05 2. o 9 14 c. L.g 4- 5 . o c~•Z4 3•9 4 ,v Gs.1,o ~ ~S•'3 , . 10 ~ SL G 3~8 I 63.t, 4 3.~ t -~-so (.►:rL , u 8l ~o.7 ~ . ; s . ; ► ` ~ ~ ~ . ~ = RECOVED , F' - - U~ F wAs~j ~ ~APR 0 Iy93 Gamq EWtee* ~ ' ' ~ 115P2 ~ss IONAt- ' ExPI S6 511 ug ~ , • C ; . ; ~ ► ~ SIIBMITTAL CHECRLIBT PR4JECT ✓d REV I EW REVIEWER: DATE : l•~i PROJECT: C~•~• v- PROJECT SPONSOR: TEL PROJECT ENGINEER (Road & Drainage Plans) TEL # ~2 7' C? Zo PROJECT SURVEYOR (Plat) TEL ~ GENERAL ITEMS YES NO N/A ~ 1. The $100.00 fee for plans review has been paid to Spokane County for this submittal. ~ 2. An agreement to pay fees has been submitted to Development Enqineering Services. J 3. I have noted the plans in, plans out dates on the pink sheet in the file. ~ 4. The plans and calculations are stamped and signed a Professional Engineer? ~ 5. The develoPer has si9ned and aPProved the road and drainage plans. 6. There are no conflicts between the proposed drainf ields and any drainage ditches on the plat. ~ 7. Bowstring calculations by developer are in the file for this review. J S. Vertical curve stoPping sight distance calculations by developer are in file for this review. y 9. Horizontal & vertical alignment sight distance calculations by developer are in file for this review. 1 ~ 10a. The file contains a Spokane County Section Map. ~ lOb. The file contains a Spokane County Assessors's Map ~ lOc . The f i le conta ins an aeria 1 photo of the proposed project area. ~ lia. Project is located in urban boundary area. ✓ lib. Project is located out of urban boundary area. 12. List any design deviation requests and their ^y status: ~ ~ - ~ ~~)4 w~ 12 ~ ~ ~ ~ ~ • 1 44 ~ 13. Locate the Findings and Order for the proj ect and list any unusual conditions: miK'If 7~: ~7~flG i4~4/c~ 12 1 bluP mari- bi'J l 2t~ PAMa.o - ~ tEz f 404J aa#w ~ _hAW~ - ~*z & uv*-~ s 2 I - , ROAD PLAN BUBMITTAL 1. List any roads that must be designed and constructed on the project. I ROAD NAME CLASSIFICATION WIDTH DESIGN MAXIMUM STOPPING SIGHT REQID SPEED GRADE DISTANCE ~IIA44 GZCti ~zt~ tzfv,~ ftAows Ni'i 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: I 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the project. "R" value text request to engineers ( date ) V ~ 3 J i ~ 6. Are existing utilities shown on the plans? ~ 7. Are proposed utilities shown on the plans? ~ 8. Does the note "Any conf licting utilities shall be relocated prior to construction." appear on the plans? ~ 9. Are curb design sheets provided for existing streets? 10. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.5$)? 11. Is there a street cross section shown for widening existing streets?, - ' 12. Does the proposed vertical and horizontal alignment meet Spokane County Standards? ~ 13. Do the plans show the typical cross section for streets? ~ 14. Do the street widths match the Findings ai7d Order? 15. Does the typical section on the plans meet Spokane County Road Standards? ~ 16. Is the cross slope shown, is it within our standards, and is it correct? 2 i_►- ~ 17. Is the type of curb shown? ~ 18. Is the type of curb shown the proper type of curb for the road classif ication? _ ✓ 19. Does the curb shown meet Spokane County Road Standards for curbs within the public right-of- way? 20. Is the curb type consistent with the curb in the general area? ~ 21. Has an "R" value test been erformed for each ; soil group? 22. Do the vertical curves meet or exceed the required length for stopping sight distance? 23. Are the low~ points of the vertical curves at / locations where water is designed to f low through an inlet or curb cut? 4 , ~ 24. Are stop signs shown for all streets which intersect arterial? (Check with County Traffic Engineer if there is a question) ~ 25. Has the intersection sight distance analysis been provided for all intersections with arterial or higher.,clAssifica~*'onjstreets? 26. Are street name signs shown at all intersecting streets? ~ 27. Is there a need for barriers at the end of dead end streets? ~ 28. Is there a need for other special signing? {Check with the County Traffic Engineer) 29. Is the bench mark shown on the plans? ~ 30. Has the Fire District approved the proposed private road turnarounds that are substandard according to our Spokane County Road Standards? ~ 31. Are BCR, MCR, and ECR elevations shown on all curb returns? 32. Are cul-de-sac grades shown for the top of curb? ~ 33. Are curb returns shown in the profile? ✓ 34. Are the curb return elevations correct? ~ I 35. Do the cul-de-sac grades meet county cul-de-sa.c / standards? ✓ 36. Do the intersections meet the 2$ grade requirements? 37. Does the curb return radius meet the county standard of 20 feet? _J/_ 38. ?ransitions from end of curb to existing paving shown? ~ 39. Is there a need for slope easements? 40. Is there a need for erosion protection? ~ 41. Are the curb grades below the county minimum of 0.8%? ✓ 42. If curb grades are below 0.8%, has a special note been added which requires a licensed land surNreyor to ver i f y that the curb f orms are at the correct plan grade prior to construction? 5 1 FIELD REVISII l. Field investigation trip made on J';-tA 2. Report completed and put into file on ~ 3. Are there any existing utilities on the projec; site? If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? ~ 5. Are there any drainage channels directed toward property? ~ 6. Are there any drainage channels directing water throuqh the property? ~ 7. County roads cut off drainage as per drainage calculations? ✓ 8. If culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? rv~~- v-~-~ : ~ / / 10. Describe any existing c4amrar-l conditions: . 1 ~ ✓ ~ ~ZIAt l6oW J:7 11. Describe channel cross section: 12. Existing Curb Type: j4 6 - - • DRAXNAG$ AND FLAN RSVIEW CHECRLIST 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 2. Was a contour map submitted or a map with adequate spot elevations on it to properly determine drainage basins? 3. Was a"best available" contour map submitted? 4. Were all existing drainage courses shown? 5. Were all the proposed drainage courses shown? 6. Were Hydrologic calculations submitted for each basin? 7. Were culvert calculations submitted? ~ 8. Are percolation tests required for soils in this area? &W15:~ S~ItS ~ 9. Were grate calculations submitted? 7< 10. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 11. Are ditch capacity calculations submitted for all ditches that are proposed to be used in the drainage plan? 12. For 208 design concepts, were swale floor sizing calculations made? 13. For 208 design concepts, were swale volume calculations made? ~ 14. If a detention concept is being used, were calculations submitted? 15. The drainage design does not propose to divert water from a natural watercourse. 16. The drainage design does not concentrate water flow where sheet flow previously existed. ~ 17. No part of the plat lies within a designated 100- year Flood P13in Area. V/ 18. The drainage concept is compatible with planni»g commission requirements. 19. The 50 year frequency was used for off-site areas. ✓ 20. The difference between present and future flows is retained on the site. 7 INLETS ~ 1. The inlets shown are within the stream flow. ~ 2. Curb type inlets are shown at saqs and are properly sized. Perimeter is divided by 2 for calculations where no curb opening is provided. ~ 3. There are no lonq curves with flat qrades which pose a problem. ~ 4. The centerline road stations for all inlets are shown on the plans. ~ 5. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specif ied) 6. A detail drawing of the grate/curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW. 7. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW. 8. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. I 9. If inlets are in a gravel road or a dirt ditch a 6'x 6' A.C. apron is shown around the inlet. 10. There are no inlets shown on the high side of a road where they will do little or no good. 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 BWALE BYSTEMB 1. The swale bottom and sides have sod or grass turf specif ied. 2. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 8 3. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 4. Drywell is located within 8 feet of the curb line. 5. Soil type is appropriate for drywells. 6. Drywell location does not conflict with underground utilities. 7. Drywell type is specified. 8. Drywell grate type is specified. 9. Bottom elevation is specified and is correct. 10. Bottom dimensions are shown and the area matches the required area from the 208 calculation for impervious areas. il. Easements for the 208 are shown on the drainage plans and on the subdivision plat and are of adequate size to contain the 208 swale and are tied to the lot corners. 12. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. 13. If f ilter fabric is specif ied for the drywell its installation specification is adequate. 14. If 208 lot plans are required they were submitted on . 15. The 208 lot plans, dimensioned to lot corners, have shown - drainage easements, - setback requirements, - bottom of swale elevation, - rim elevation if drywell are present, - curb cut lengths, - any drainage ditches, - an attached cross section of the swale or ditch, - has left the lot area clear of writing, - shows grass sod, - shows depth from the top of the curb, - has been stamped by a professional engineer on all pages, - and is of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper si2e. (Drawings may be on plain white paper) 16. The 208 lot plans show the lot number, block number, subdivision name, date drawn, and scale. 9 17. The swale is not located inside a future set aside area. See Findings and Order for where setasides are required. 18. 208 lot plans were approved on CULVERTB AND PIPE SYSTEMB 1. The road culverts are at the low points of stream f low . 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes. 4. The minimum velocity within the pipe system is 4 feet per second at design flow. (Note: The County Engineer may permit lower velocities) 5. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 6. The minimum culvert and pipe slape is 0.5% aiid all pipes meet or exceed this standard. 7. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 8. At locations where two different pipe sizes inter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 9. There is no downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 10. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that are 18" and larger in size. 11. All pipes in the pipe system are 12" and larger as per Spokar.e County Standards except for 10" pipe that is allowed for connection of inlets to catch basins or drywells. 12. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 10 13. The maximum distances between inlets on the same slope should not exceed approximately 500 feet. 14. The plans show all culvert pipe types and they meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be a specified by the design engineer) 15. The plans show all culvert invert elevations and lengths. 16. The culverts shown are properly stationed from centerline stationing. 17. There are no conflicts with underground utilities. 18. There is no need for energy dissipation on any of the culverts outlets shown on the plans. 19. There is no need for rip rap around the culvert outlet for some or all of the culverts as proposed on the drainage plans. 20. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap desiqn calculations. 21. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. 22. Culverts are shown on the road plan and profile sheets. 23. Pipe anchors are shown for pipe grades gr.EdtPr than 15%. 24. There are no instances where water is trapped against a fill with no culvert shown. 25. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 26. Ditches with eroding velocities have a proper lining for erosion protection. 27. There are easements proposed or existing for natural channels which cross the property. 28. Water will pronerly f low from an existing or proposed ditc:li un to the pavement as proposed on the drainage plans. 29. Where the d i tcti prof i le passes f rom cut to f i 11 the flow has been properly disposed of. 11 30. An easement was provided where street drainage was diverted onto private property. 31. The perpetual maintenance of private systems has properly been provided for. 32. The maintenance of drainage systems within Spokane County ROW has been properly provided for. 33. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and/or engineer who is involved with the platting work. 12 I - File name is 1654VC1.COR FILE NAME: 1654VC1.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 PI Elevation 74.70 Entry Grade -1.28000% Exit Grade 0.80000$ Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+30.00 74.99 1+40.00 74.92 1+50.00 74.88 1+60.00 74.87 1+70.00 74.89 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is: 1+58.08 74.87 File name is VCIL.COR FILE NAME: VCIL.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 PI Elevation 74.70 Entry Grade -1.28000% Exit Grade 0.80000% Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+30.00 74.99 1+40.00 74.92 1+50.00 74.88 1+60.00 74.87 1+70.00 74.89 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is: 1+58.08 74.87 File name is 1654VC1R.COR FILE NAME: 1654VC1R.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 File name is 1654VC1L.COR FILE NAME: 1654VC1L.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 PI Elevation 74.70 Entry Grade -1.28000$ Exit Grade 0.80000% Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+30.00 74.99 1+40.00 74.92 1+50.00 74.88 1+60.00 74.87 1+70.00 74.89 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is: 1+58.08 74.87 File name is 1654VC1R.COR FILE NAME: 1654VC1R.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 150.00 PI Elevation 74.70 Entry Grade -1.30000g Exit Grade 0.80000% Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+30.00 74.99 1+40.00 74.92 1+50.00 74.88 1+60.00 74.87 1+70.00 74.89 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is: 1+58.33 74.87 File name is 1654VC2.COR FILE NAME: 1654VC2.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 250.00 PI Elevation 74.70 Entry Grade -1.30000% Exit Grade 0.80000$ Length 70.00 PC 1+15.00 75.15 1+20.00 75.09 1+30.00 74.99 1+40.00 74.92 1+50.00 74.88 1+60.00 74.87 1+70.00 74.89 1+80.00 74.94 PT 1+85.00 74.98 High/Low point is: 1+58.33 74.87 PI Elevation 75.50 Entry Grade 0.80000% I Exit Grade -3.50000$ Length 100.00 PC 2+00.00 75.10 2+25.00 75.17 2+50.00 74.96 2+75.00 74.49 PT 3+00.00 73.75 High/Low point is: 2+18.60 75.17 File name is 1654VC2L.COR FILE NAME: 1654VC2L.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 250.00 PI Elevation 75.50 Entry Grade 0.80000$ Exit Grade -3.50000$ Length 100.00 PC 2+00.00 75.10 2+25.00 75.17 2+50.00 74.96 2+75.00 74.49 PT 3+00.00 73.75 High/Low point is: + 2+18.60 75.17 ~ File name is 1654VC2R.C4R FILE NAME: 1654VC2R.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 250.00 PI Elevation 75.50 Entry Grade 0.80000$ Exit Grade -3.50000% Length 100.00 PC 2+00.00 75.10 2+25.00 75.17 2+50.00 74.96 2+75.00 74.49 PT 3+00.00 73.75 High/Low point is: 2+18.60 75.17 File name is 1654VC3.COR FILE NAME: 1654VC3.COR DATE: 5/27/1993 VERTICAL CURVE I Station Elevation PI Station 350.00 PI Elevation 72.00 Entry Grade -3.50000% Exit Grade -7.93000$ Length 88.80 PC 3+05.60 73.55 3+10.00 73.40 3+20.00 73.00 3+30.00 72.55 3+40.00 72.05 3+50.00 71.51 3+60.00 70.91 3+70.00 70.27 3+80.00 69.57 3+90.00 68.82 PT 3+94.40 68.48 File name is 1654VC3L.COR FILE NAME: 1654VC3L.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 350.00 PI Elevation 72.00 Entry Grade -3.50000% Exit Grade -7.93000$ Length 88.80 PC 3+05.60 73.55 3+10.00 73.40 3+20.00 73.00 3+30.00 72.55 3+40.00 72.05 3+50.00 71.51 3+60.00 70.91 3+70.00 70.27 3+80.00 69.57 3+90.00 68.82 PT 3+94.40 68.48 File name is 1654VC3R.COR FILE NAME: 1654VC3R.COR DATE: 5/27/1993 ~ VERTICAL CURVE Station Elevation PI Station 350.00 PI Elevation 72.00 Entry Grade -3.50000$ Exit Grade -7.93000$ Length 88.80 PC 3+05.60 73.55 I File name is 1654VC4.COR FILE NAME: 1654VC4.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 430.00 PI Elevation 65.66 Entry Grade -7.93000% Exit Grade -4.60000% Length 72.20 PC 3+93.90 68.52 4+00.00 68.05 4+10.00 67.31 4+20.00 66.61 4+30.00 65.96 4+40.00 65.36 4+50.00 64.80 4+60.00 64.29 PT 4+66.10 64.00 4+45.88 65.02 File name is 1654VC4.COR FILE NAME: 1654VC4.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 430.00 PI Elevation 65.66 Entry Grade -7.93000% Exit Grade -4.60000$ Length 72.20 PC 3+93.90 68.52 4+00.00 68.05 4+10.00 67.31 4+20.00 66.61 4+30.00 65.96 4+40.00 65.36 4+50.00 64.80 4+60.00 64.29 PT 4+66.10 64.00 4+27.03 66.15 4+45.88 65.02 3+10.00 73.40 3+20.00 73.00 3+30.00 72.55 3+40.00 72.05 3+50.00 71.51 3+60.00 70.91 3+70.00 70.27 3+80.00 69.57 3+90.00 68.82 PT 3+94.40 68.48 File name is 1654VC4.COR FILE NAME: 1654VC4.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 430.00 PI Elevation 65.66 Entry Grade -7.93000% Exit Grade -4.60000% Length 72.20 PC 3+93.90 68.52 4+00.00 68.05 4+10.00 67.31 4+20.00 66.61 4+30.00 65.96 4+40.00 65.36 4+50.00 64.80 4+60.00 64.29 PT 4+66.10 64.00 File name is 1654VC4L.COR FILE NAME: 1654VC4L.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 427.03 PI Elevation 65.89 Entry Grade -7.93000$ Exit Grade -4.60000% Length 65.26 PC 3+94.40 68.48 4+00.00 68.04 4+10.00 67.30 4+20.00 66.61 4+30.00 65.98 4+40.00 65.39 4+50.00 64.86 PT 4+59.66 64.39 4+27.03 66.16 File name is 1654VC4R.COR FILE NAME: 1654VC4R.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 427.03 PI Elevation 65.89 Entry Grade -7.93000% Exit Grade -4.60000$ Length 65.26 PC 3+94.40 68.48 4+00.00 68.04 4+10.00 67.30 4+20.00 66.61 4+30.00 65.98 4+40.00 65.39 4+50.00 64.86 PT 4+59.66 64.39 4+27.03 66.16 File name is 1654VC4R.COR FILE NAME: 1654VC4R.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 0.00 PI Elevation 0.00 Entry Grade 0.00000$ Exit Grade 0.00000% Length 0.00 PC 0+-0.00 0.00 PT 0+00.00 0.00 VERTICAL CURVE Station Elevation PI Station 427.03 PI Elevation 65.89 Entry Grade -7.93000% Exit Grade -4.60000% Length 65.26 PC 3+94.40 68.48 4+00.00 68.04 4+10.00 67.30 4+20.00 66.61 4+30.00 65.98 4+40.00 65.39 4+50.00 64.86 PT 4+59.66 64.39 4+27.03 66.16 4+45.88 65.07 VERTICAL CURVE Station Elevation PI Station 427.03 PI Elevation 65.89 Entry Grade -7.93000% Exit Grade -4.60000$ Length 65.26 PC 3+94.40 68.48 4+00.00 68.04 4+50.00 64.86 PT 4+59.66 64.39 File name is 1654VC5.COR FILE NAME: 1654VC5.COR DATE: 5/27/1993 VERTICAL CURVE Station Elevation PI Station 479.60 PI Elevation 63.38 Entry Grade -4.60000$ Exit Grade -3.43000% Length 30.00 PC 4+64.60 64.07 4+65.00 64.05 4+70.00 63.83 4+75.00 63.61 4+80.00 63.41 4+85.00 63.21 4+90.00 63.03 PT 4+94.60 62.87 4+79.60 63.42 --6+59 : @0--- - - - SPOKANE COUNTI' ENC3INEERS STOPPIN(3 SICiHT DISTANCE CALCULATIONS Date: 27-May-93 SAO VERTICAL CURVE Review 3 Reviewsr: Parry Project #:P1654 Project name: HAV Additlon VC 15 Terratn: x Flat (Gansrd land alope 096 to 8%) Rolling (Gsneral land slops >8% to 15%) f Mountain a(General I and slope > 15%) ROAD TYPE: Urban/Suburban Semi-rural/Rural Public Public x Locel Accesa Local Access Artsrid AOT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT < 400 Private 400<ADT<750 Extension to 8 or fewer lots ADT> 750 Tract'X' Private Extenaion to 8 or fewer lots Tract 'X' Road nams: Marigold Road PVI atation: 4+79.60 CL Length ofvertical curve provided: >00" Design Spesd: 30 Min. Stopping Sight Diatance: 200 Entering slope (01, -4.6 Exiting Slope (G2, 96) : -3.43 1 G2-G1 A= 1.17 Check S>L: L1 = 2S -((400+3.5S)/A) L1 = -540.17 note: use min curve lenpth = 0. Required minimum curve length: 0 Check S<L: Curve provided is Adsquate L2 = (AS ^ 2) /((400+3.SS)) L2 = 42.5455 SPOKANE COUNT1f ENC3INEERS STOPPINO SIC3HT DISTANCECALCULATIONS Dats: 27-May-93 SAG VERTICAL CURVE Review 3 Reviawer: Parry Project #:P1654 ProJect name: HAV Addition 1'G ( V Terrain: x Flat (Qeneral land slope 0% to 8%) Rolling (Qeneral land slope >896 to 15%) i Mountaina (Qeneral land alope >1596) ROAD NPE: Urban/Suburban Semi - rural/Rural Public Public x Locd Accsss Local Access A rteriW ADT < 100 Collector 100> ADT>400 Secondary Major County Aiterial ADT < 400 Private 400<ADT<750 Extenaion to 8 or fewer lots ADT> 750 Tract 'X' Private Extenaion to S or fewer lots Tract'X' Road name: Marigold Road PVI station: 1+50 CL Length of verticel curve provided: 70 Design Speed: 30 Min. Stopping Sight Diatanca: 200 Entaring alope (at, 96): -1.28 Exiting Slope (02, : 0.8 1 C32-G1A= 2.08 Check S>L: L1 = 2S -((400+3.5S)/A) . L1 = -128.85 note: use min curve length = 0. Requirsd minimum curve length: O Check S<L: Curve provided is Adequats L2 = (AS ^ 2)/((400+3.5S)) L2 = 75.6364 SPOKANE COUNTY ENQINEERS STOPPIND SIOHT DISTANCE CALCULATIONS Oate: 27-May-93 CREST VERTICAL CURVE Review 3 Reviewer: Parry Project P1654 ProJect name: HAV Addition U V ~ Terrain: x Flat (C3enerel land slope 096 to 896) RolHng (Cieneral land slope >8%to 1596) f Mountaln s (Oeneral lend alope >1596) ROAO TYPE: Urban/Suburban Semi-rurai/Rural Public Public x Local Acceas Local Access A rterial ADT < 100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<; 50 Extension to 8 or fewer lots ADT>750 Tract'X' Private Extension to 8 or fewer lots Tract'X' Road name: Marigold Road PVI station: 2+50 Cl Length of vertical curve provided: 100 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slope (G1, 96): 0.8 Exiting Slope (C32, : -3.5 ( G2-01 A= 4.3 Check S>L: L1=2S-(1329/A) L1 = 80.9302 Required minimum curve length: 90.9302 Check S<L: Curve provided is Adsquate L2 = (AS ^ 2) /((400+3.SS)) L2 = 129.421 SPOKANE COUNTY ENGINEERS STOPPIND SIDHT DISTANCE CALCULATIONS Date: 27-May-93 CREST VERTICAL CURVE Rsview 3 Reviewer: Parry Project P1654 Project nams: HAV Addition UG3 Terrain: x Flat (Gensrd land alope 096 to 8%) Rolling (C3enerd land slops >8% to 1596) f Mountains (Cieneral land alope >1596) ROAD TYPE: Urban/Suburban Semi-rural/Ru ral Public Public x Local Accesa Local Access A►terid ADT<100 Collector 100> ADT>400 Secondary Mejor County Arterid ADT<400 Private 400 < ADT<750 Extension to 8 or fewer lots ADT>750 Tract'X' Private Extenslon to 8 or fewer lots Tract'X' Road name: Marigold Road PVI station: 3+50 CL Length of vertical curve provided: 88.8 Design Speed: 30 Min. Stoppng Sight Diatance: 200 Entering slops ((31, 96): -3.5 Exiting Slope (02, 96) : -7.93 1 02-G1 A= 4.43 Check S>L: L1=2S-(1329/A) L1 = 100 Required minimum cunre langth: 100 Check S<L: Curve provided is Too short 1-2 = (AS ^ 2) / ((400 + 3.5S)) L2 = 133.333 SPOKANE COUMY ENC3INEERS 3TOPPING SIOHT DISTANCE CALCULATIONS Date: 27-May-93 SAG VERTICAL CURVE Review 3 Reviewer: Parry Project P1654 Project name: HAV Addition v lJ Terrain: x Flat (Oeneral land alope 0% to 8%) RolUnq (Oenerd land alope >896 to 1596) f Mountalna (General land alope >1546) ROAD NPE: Urban/Su burban Semi - rurallRu ra! Public Public x Local Accsss Local Access Arteriai ADT< 100 Collector 100> AOT>400 Secondary MeiJor County Arteriel ADT<400 Privats 400<ADT<750 Extension to 8 or fewer lota ADT> 750 Trect'X' Private Extension to 8 or fewer lots Tract "X' Road name: Marigold Road PVI atation: 4+30 CL Length of vertical curve provided: 72.2 Design Speed: 30 Min. Stopphg Sight Distance: 200 Entering alope ((31, 96): -7.93 Exiting Slope (Q2, 96) : -4.6 Ia2-Q1 A= 3.33 Check S>L: l1 = 2S -((400+3.5S)/A) L l a 69.6697 Raquired minimum curve length: 69.6697 Check S<L: Curve provided is Adequate L2 - (AS ^ 2)/((400+3.5S)) L2 = 121.091 SPOKANE COUMY ENGINEERS STOPPING SICiHT OISTANCE CALCULATIONS Date: 27-Mey-93 SAC3 VERTICAL CURVE Review 3 Reviewer: Parry Projsct #E:P1654 Projectname: HAV Addltion Terrain: x Flat (Oenerd land slope 096 to 8%) Rolling (Oeneral land slope >8%to 15%) f Mountains (C3eneral land alope >1596) ~ ROAD TYPE: Urban/Su burban Semi -rurai/Ru ral Public Public x Local Access Locel Access Arterid ADT< 100 Collector 100> AOT>400 Secondary Major County Arterid ADT<400 Private 400 < AOT <750 Extenaion to 8 or fewer lots ADT>750 Tract'X' Private Extansion to 8 or fewer lots Tract'X' Road name: Marigold Road PVI station: 4+27.03 LT Length of vertical curoe provided: 65.26 Design Speed: 30 Min. Stopping Sight Distance: 200 Entering slopa (Ot, -7.93 Exlting Slope (C32, °J6): -4.6 1 G2-C31 A= 3.33 Check S>L: L1 = 2S -((400+3.5S)/A) L1 = 69.6697 Required minimum curve length: 69.6697 Check S<L: Curve provided is Too short L2 = (AS ^ 2)/((400+3.5S)) L2 = 121.091 SPOKANE COUNTY ENaINEERS STOPPIN4 SIOHT DISTANCE CALCULATIONS Date: 27-May-93 SAG VERTICAL CURVE Review 3 Reviewer: Parry Project #:P1854 Project name: HAV Addition ~ (A-K Terrain: x Flat (Oensrd land elope 096 to 8%) Rolling (Oenerd land slope >896 to 15%) f Mountajna (C3eneral land alope >15%) ROAD TYPE: Urban/Suburban Semi-rurd/Ru ral Public Public x Local Accssa LocaJ Access Arteriel AOT< 100 Collector 100> A0T>400 Secondary Major County AKerial ADT<400 Private 400 < ADT<750 Extanaion to 8 or fewsrlots ADT>750 Tract'X' Private Extsnsloii to 8 or fewer lota Tract'X' Road name: Marigold Fioad PVI atation: 4+27.03 FiT Lsngth ofverticd curos provided: 65.26 Deaign Speed: 30 Min. Stopping Sight Distance: 200 Entering alope (G1, -7.93 Exitfng Slope (G2, 96) : -4.6 1 Q2-O1 A- 3.33 Check S>L: L1 = 2S -((400+3.5S)/A) L1 = 69.6697 Required minimum curve length: 69.6697 Check S<L: Curve provided is Too short L2 - (AS ^ 2) / ((400 + 3.5S)) L2 = 121.091 _ J =MR BOWSTRNG METHOD (TEN YEAR STORM DESiGN) PROJECT; P1654 TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: II REYIEWER: Parry Tc (overland) Tc (gutter) Areas "C" A*C NUMBEROF DRYWELLS PROPOSED DATE: 02-Jun-93 0 Singl e (type A) 1 DauUe (type B) Ct = 0.15 L2 = 85 1.04 0.25 0.26 TotalArea (calc.) (seeHi) 1.04 Zl = 0.46 0.00 0,00 0 TimeotConc, (calc,) (seeHi) 5,96 Li (A) = 170 Z2 = 50 0.00 0.00 0 Composite'C" (calc) (see Hi) 0.25 N(A) = 0.4 8= 0 0.00 0.00 0 Time of Conc. (mn) 5.96 S(A) = 0,0306 n= 0.016 0.00 0.00 0 Area (Acres) 1.04 s= 0.0307 0.00 0,00 0 C' Factor 025 Tc (A) = 5.37 d= 0,114 0.00 0.00 0 1 mpervious Area (sq. rt,) 9412 Totel A Co mp "C" Volume Provided 208; 280 storm: 1513 Li (8) = D Tc (gu) = 0.59 1.04 0.25 Outnow (cfs) 1 N(8) = 0 Tc(A+B) = 5.37 Area I C'Facta 0.26 S(B) = 0 0=C'I'A= 0,78 Tc(tot)= 5.96 Q(est)= 0.78 #1 #2 #3 #4 #6 #6 #7 Tc (B) = 0.0 Intensity = 3.00 Tlme Time Irrtensiry Q dev, V In V out Storage A= 0.327889 InC. Inc, WP = 5.6266 (min) (sec.) (inlhr.) {cfs} (cu ft) (cu tt) (cu ft) R = 0.0563 1''60) (A'C"#3) (Outl.'#2) (#5-#6) V = 2.39 Tc(totaQ=Tc(overlandI +Tc(gutter) Tc(gu) = 0.59 5.96 357.73 3.00 0.78 374 357.73 16 TC (OYBrIanCt) = Ct' (L1'N15 "0.5) "0.6) Q(BSt) = 0.78 Ct = 0.15 5 300 3.18 0.83 332 300 32 L1 = Length oi Overtand Flow Holding = 3.03 10 600 2,24 0.58 420 600 -180 N= ticUOn facta of overland flow (.4 tor average gass caver) 15 900 1.77 0.46 470 900 -430 S= average slope otoverlantl flow 20 1200 1.45 0.38 498 1200 -702 Tc (gutter) = Length (R,)I1leloCity (R./sec.))60 25 1500 1.21 0.31 510 1500 -990 B= Bottom wldh of gutter a ditch 30 1800 1.04 0.27 520 1800 -1280 Z1 = inverse of cross sbpe one of ditch 35 2100 0.91 0,24 526 2100 -1574 Z2 = inverse of cross sbpe two of ditch 40 2400 0.82 0.21 538 2400 -1862 d= depth of Aow in gutter (estimate, check estimate wkh Flow) 45 2700 0.74 0.19 543 2700 -2157 Fv'e8 = d'B+d~22'(11+Z2) 50 3000 0.68 0.18 552 3000 -2448 Watted perimeter = B'd+(tlsin(am(l2t))+tlsln(atn(i1Z2))) 55 3300 0.64 0.17 569 3300 -2731 Hycraulic Fedius = R= ArealWetted Penmeter 60 3600 0.61 0.16 590 3600 -3010 Velocity =1,4861n*R",6679s-,5 65 3900 0.60 0.16 627 3900 -3273 Flow = Veloclty'Area 70 4200 0.58 0.15 652 4200 -3548 n= 0.016 for asphalt 75 4500 0.56 0.15 673 4500 -3827 s= longitudinal slope of gutter BO 4800 0.53 0,14 678 4800 -4122 85 5100 0.52 0.14 706 5100 -4394 90 5400 0,50 0.13 718 5400 -4682 95 5700 0.49 0.13 742 5700 -4958 100 6000 0.48 0.12 764 6000 -5236 DRAINAGE POND CALCULATIONS Requlred grassy sr►ele pond staage volume = Impervious Area x,6 in,112 in,/tt. = 392 cu, ft provided 280 cu. ft. No Good ORYWELL REQUIRERAENTS - 10 YEAR DESION STORM Maximum storage required by Bowstring = 32 cu. R provided: 1513 cu.ft Olt! Number andtype of Drywells Requred = 0 Single 1 Doubie AA.AJ x.x . AO 1 Qvw~`s cALC6 Y ~14 Z 4'7~4I~S GAi.GS .9 8 z 0cit&l C5 IO 6 3 .e 9 2 f 4 F- LL. ~ 8 ~IN,- I . S _ U. .s o 2 z o .00 LL. ~ ac a i.o ' ~ L 1. 0 -'h = .9 V C9 s.s ~U Z Z .s s a . ~ ~ ~ o f- '4 a 0 U. U. W i ~ 0 L.6 W 4.3N~ i (D F- Z z CD Fi, ~ ~ Z W t 4 a = p o LL z 3 z a.s ° ~ --.4 W = Y ? a . ~ z O i~ ~ . W . op~ W .08 ~ ~ .2S ~ 3 J . H ~ 1a. .06 Q .3 _ ° Y ~ cr ~ W 0 04 2.5 ~ . 3 .zs .2 cr u- Y , W o a .02 - ~ .2 a w - U a 2 Q ~ a ~ • Q o U .15 .01 ~ .IS °r. ~ L ~ ''JC 4_....:4... '••::4•~••• 1.:;~,~.. . 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Cp : C -K 3 . ► u K 0, 3 0 ~ C LC)C3►1 -pz o•s1 c~s omeW*.-o 1G Lo rJ ~-~wV - S j" e. < S r-, ~a ~ c 3,►~ 3 01 r J ~ : `r + . 3oj ~C , Q` 0 c G"l ~ a. ot-, No ~ f A ~ / 3 z c F S~•-~• ~ N~ - _ 1 7) 3 O ~ ST /~Z t v'1 GI-1 ;•L s.9 sr ~ . , 1 •5' ~4 ~ - ~.S .c~~ . 1 A= s• 9~ F 5' (,v t'h~ S af. Qf.VS W y_._ a, - 268 b 4if QE cQ Q ~ 'S• ~ ' 5j%jt. PRsv~ o~ ~ . ~3~5~C,~~.~~ ♦c,e.eX`~~C,~~~3~ > 3~~ ~~p w I 8aw 10 S , i~ 4- ~ 5 S , f ~ r'- ,.c_~- ~ Y . RECEjvED Ja N ~,6 1993 1 ~ . . , 0,~ ~s J , - v S5 y " tA i ~ ~ _ o, ►~5 r ' ` h , `n ? eF5 ~c-t= - r ' ~ ✓ • ° GC ; ~ , • r ~ ~ ~ ~ ~ ~_.~~,~,r• ~i . f-r V.ALA. ' VVD ~ ~ %y , , - ~ • RUUsTtt ( hc; 'A(:7 110o DETENT IU►~ II11;~ l.t: UF:S IGN . , TSmc Iiicremet►t (min) 'rirne oC CUttc:entcaCion Oniiy) OutfluW (c.E.s.) _ UeslKn year f lou (yc. ) 10 Area (acres) v. 97 Vq Develo1;c~: rtor D.3o Area x ..C.. 1-3 , 6 - fl 1 Time tnc. Tir~e Inc. Intensity Q c~ev. V in V out 5tora,e (sec.) {c.E.s.) (ct1. ft.) cti. (t.) (cu. [t.) ~ (~71 * 60) WC*03) (scf-, belUw) outflow*U?) (115-ll6) • 5 ~ 3uU 3: I-b q z, j--- ~ 4 . Z,~ ~ s~tv L-.-3-b . l.~ ~ 48'S 540 ( lo ~ 600 ~ 2.24 ~ ~6~ L ~ 15 ~ 900 ~ 1.77 °foo 20 ~ 1200 ~ 1.45 ,4; . ~ 25 ~ 1500 ~ 1.21 ~ 30 1800 ( 1.04 • ~ - - ~ _ _ . _ f ~ 35 ~ 2100 ~ .91 40 ~ 2400 ~ .82 ~ 45 ~ 2700 . ~ .74 ( ~ 50 # 3c } QO0 - ~ _fi 8 - . _ _ ~ - - ~ _ 1 _ ~ 55 ~ 3300 ~ • 6 ` . 60 ~ 3600 ~ • f 1 ~ - ------.._-----I ~ _ 65 ~ 3900 ~ 70 i 4200 I .ss i.y I I ~ ~ - - ~ 75 ~ 4500 ~ .Sb ~ 90 ~ 4800 ~ .53 85 ~ 5100 ~ .S2 ' qp ~ 54O0 ~ .50 1 ~ - , 9 ~ 95 ~ 5700 { .14 ~ 100 1 6000 1 .48 * c or Tc ~ Vin - 1.3+ ~ Q dev f Vin - (Q dev * t~+ { 3', d ~~v T~) f~~z t i Tc: , ~ 3ob/b RECEWED ~ J A N 20 19y3 ~ • I~ i r-~J I-'~ r~. 5 ~ ♦ .!c o , ~ ` _ ~ ,C j ~ ~t= S l~c.~~.- ' Cr t , TaTa~ ` 014 ~r I. ~4 t~. Z-~~t Ac.. s7 v o 17a' 3 S~ 2~♦ ~ r~ 1_ t, ,~1_'. ~ ' •p~ O~p 110 G J ~ 1- ✓ ~c~ - ~ x , y -1 . 3 ' _ ti z. ► ~ ; ~ lM ~ +~1. ~~r..vc~tJ . r . _s_- . ~ 1 - f ♦ ~ . 1 tST w Obt e,e 1 4- RFCQ1/ED J A N - ~ 01 ti -L C&O Eqi188fft . ~ , ✓ ~ ~ ~r ~•~i ~ • 7 L ^ 2, ~ ~~,jHr . ` 1 N S 40 ~ . ..~-7;D a 1 ~ r- - , G 3 ~ u o (~tn,a _ ~,_,pi~ _ t~~_ . l I ~ 0~- J ~ L . 9 ~ u .i F•G.. w- lr v - ~ ~o ~o M I n~ . e G c~ y r~h ► ~J l. ~ 3•~~ t~ ~ r~ . L ,a ~..t,-y~•--~~4. r, .-~.~,..-,r.._. /y~ . ~ ~-.-r..,>.."..~.''.-a_, Pj o uJ $ T T? ► ~ r.... w~ ; T,~ t~~_ c~ ~ ~ 1 M.~ G. F . ?~►r~--d~. c,~',,.t-o.- - °1 ~ ► 7-.- 'x ~ 5 ~ z c~ S~►z~ti~ ~4 . 33 SF RECE111En J A N 26 1Sy3 ~ 1 ` 1 10 Ati h- S t- .1 r. . to R- C V ~ : _ . ►R , t, . „~.r •3 RECEtYED JAN 26 i~~~ ~ E*Mft . , ii~,):~`; I i: 1~ • t:,.: lIt?C ~ U~.I;11 (U:1 IiA:;1N' UE ;i [CN T1mC iticremetit (mi n) 5 'I'imc oE Cotic:entcaClon Outflou (c.f.s.) ~ Uesigc► ycar flou (vc.) 11cea (acres) I.o #4- Ae.. Develop.-, Area x"C" o. Z v 13 ~ • rs - 6 UI Time Inc. Time I n c . Intensity Q dev. V fn V out SCor3ge (min.) (sec.) (icz.jhc.) (c.E.s.) (cu. ft.) (cu. (t.) (cu. ft.) - (R1 * 60) (A*C*0 3 ) tsee below} (c>utf.lUw*U2) (115-1!6) • 5 ~ j~ v ( 7-$ , 8 2 ! 3 3 0 ~ 3 o u ~ 3 c 4 tr u - ~z ~ !o ~ boo f z.2 4 ( .sa I ¢42 600 - IsV . 15 ` 900 ~ 1.77 ~ .46 1 4a°t ' 900 ~ -Ali ~ 20 ~ 1200 ~ 1.45 . 25 ~ 1500 ~ 1.21 ~ 30 ~ - 1800 ~ ! .Ot• ' 35 ~ 2100 ~ . 9 I 40 ~ 2'4 00 ~ .82 45 ? 700 _ _ • " 4 . - ~ - ~ - f ' I - - - - , 50 ~ 30,00 . ~8 ° - - - j ~ 55 ~ 3300- _.61' ~I_.-------- ~ ` 60 ~ 3 (,Uc) ~ .61 ~ 65 ~ 3900 ~ .50 ~ 70 ~ GZUO ~ .58 ~ - 75 ~ 4500 ~ .56 ~ 90 ~ 4800 ~ .53 ~ ~ 85 ~ 5100 .52 ~ gp ~ 5400 ~ .50 95 ~ 5700 ~ .+4 1 00 ~ 6 0 0n ~ .48 , ~ L'iri - I.34 * Q dev ~ t Eor C< TC V ^ C l+ tI T,-) ~UC C, TC . ~ 305/6 ~ RECpVED J AN 26 1993 ~ ~ ~ ~ . ~ ~ a _ 2' ~✓r . ~ ~ ~ , ~ ~ ~ 43~ 1 ~ Ir ~ . p~ . `Cx3 ._•----J' " .5 t1r` ~ g ~ '4 ~~P Vl J ~ C° r1 ' Y~ VA-~ VF.D v S ~ RECE1 a ~ - s . - A+ i I ~ S P O K A N E , G (D U N T Y OFFICE OF THE COUNTY EIVGWEER • A D[v1sIoN oF THE PUBL[C WORKS DEPARTNtEtv'r Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director February 2, 1994 Bill Renz SUBJECT:/ ~1654 - HAV Addition 4th Review - Additional copy of submittal and review comments Gentlemen: Per our conversation this morning, I am enclosing the following: 1) A set of the plans (3 sheets) submitted for the 4th review of this project, marked up with County comments; 2) A 24" x 36" sheet with the sight distance analysis at 12th/Marigold; 3) A copy of the drainage report, with drainage basin map; 4) A set of the curb grade worksheets (4 pages); and 5) A copy of the County's comments for this review (13 pages, including cover letter and attachments). This is the latest submittal on this project, and should provide a good starting point for your engineer. You should remind Mr. Fisher that the redlined set (marked "ORIGINAL") that the County returned to him on 30 Sep 93 is an Official Public Document, and MUST be returned to the County. We would be happy to return the "COPY" set to Mr. Fisher is he needs a set for his files. W. 1026 Broadway Ave. Spokane, lNA 99260-01 i 0 (509) 456-3600 FAX (509) 456-4715 ~ February 2, 1994 P1654 Bill Renz Page 2 I checked with the Plan Room regarding charging the costs of reproducing these documents to your account, and it does not appear that an account has been established in the name you provided. An invoice for the amount due for this service will be sent to you; we would appreciate your prompt remittance of the balance. If you have any questions, please contact me at 456-3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer ~ 1~-t. Edward J. , Jr., P.E. Plans Review Engineer encls: as cc: project file reviewer (comments only) ~ . GC NLRAL NOTES 1. CURB INLEi $HALL QE CONSTRUCiEO tfJ aCCOROAN(;E vAiH nSTM C 478 (AASHTO M 199) & n51M C 890 „ UNLESS OTNERWISE SF10HM ON PIANS OP ta0TE0 ~ IN 1HE PROJECT SPECIAL PROVISIONS. 2. TOP SURfACE TO BE BR00M FINISNE4. 3. ALl ExTERNAI EOGES NOT IABELEQ SHAII f3E TROwELIED WITH 1/4' RAOIUS EDGFR. 4, OIMENSION "L" SNALL BE SHO4VN ON TI1E PLANS, ~t~~ •i~ ~;'~i~t iy~'~ ,~.S~Y'~ 1, :~1'~►~ cuRe oROP ~t DRAINAGE SWALE ~ i ~ 3' (L DRAINAG£ T4 SWAIE sl CURB ANO GUTTER ~ , . , . a 4 PORTLANO CEMENT ~ i CONCRETE / SEC110N B-B ♦ I ~ g-~ r h 3' "l"-l 3'---` ? ~ CURB INLET TYPE 1 m ` , - ~0 C. NO v . s fTD_ jnibec o~ z . . SPOKANE COUNTY APPRO`JFO: _ 1--11IF,F7 .~IANDARD DE J PAR TMENT OF PUQLlC WORKS ,,°ku'^' ^ g--15 ~cs1tmn4 . _ ''AIFIN'!i I7k0 IAPNI11 REVIsIUN SF'OuuUE.w-. 95:06 456-3600 DAi[--- ~a CURB INLET TYPE 1 - - - - - - - - ~ ~ • • ir ~ ~ ~ . ~ r (b . . . ' R='55~ N 89°58'33"W ~ 3'33" W ~o . z,~ 3~~3~3~ - ~3 • ~ . u 0 . ~ ~ Pa" G . r ~ • a p ~ , 2 g~ ~ ~ ~ . co . 6\ • ~ . ~ " t ; , ~3•``Q°,.._~,.;~ ~ ~ 73'0 N89°58'33:"W 142.50 C\) y 1.00 o : • " ' 1S~ o ' . ~ • ~ ~ - 4 ~ 3 ~ ,~74-~ ~k 0 ~ ~89058'33"w N ~ o L~~e ; w z • 142.56 ~ ► ~ ' O ~ . . ! .J ; ' C) cn ~ ~ i • ~ .C , ~r:.t . . N ~s•M 1~ . . ~~i7, . - . ' r ~ r4~ i` I D' ~ Io ~ - iN89°•58'33"W. CD Z' y ' / r 142.63_,. . , • ' ~ ~ ~ ~ ' • r. ; • s!t~ ~ . ' , ~ o . - ~ Q q. ° CL • ~ 4z,SS5 s ~ , o ~ ' . m 9°58 33. 4 2:~o k-S\ Q ~ j1 . ; x~ , •r~~ . ~ a`'~ . . ~ s s;. Q ,~1.~~...._T cC► *~4~ ' • , ~ ~ ` . '1~,1 ~ ~2~ ~1" . f:- • ~ ` ~ :v~ CD ~ , . • , ~ + ~I - . ' So, _ ^ ' 22.80 'irr'~ ! .ti : ~~..KS 7t~y ; . , v ~ (o/ ~~`~'?,9 cau>~ s = ,o c~; ~j r' ~ . ~ ' ' . . . e : • f . . • r . - • 77.3(o o ` - 133i.15 7C.. j ~C Ck ►Cye AVG. . " c~ v 5 ~ C~ ~I ~ . . . . - - . _ ` _ - ~ -t S p o k,~. t-r E v rr r Y I'LANNINC; DEPAllTMCtiT lb'AI.LI5 D. HUBE3APD, DIP.ECTOR M.....,.,,..... _ ~ E C* F fi~'K ` } ; f 7 ~ ~ N1AR 0 91993 ; , MEMORANDUM TC} Spokane County Division Engirieering Spokane County Utilities Spokane County Health District Spokane County llivision of Buildings Fire Protection District No. i Vera Water & Power Central Valley School District No: 356 . ~ FROM: Thomas Veljic, Planner I~ ~J DATE: March 9, 1993 ~ SUBJECT: Rcview of Final Plat PE-1654-92, HAV Addition Encloscd find copies of the above rcferenced plat redesign. Please review and forward any comments by March 23, 1993. Thank You. kc Enclosure c: William Renz, S. 1023 Adams Road, Veradale, WA. 99037 Taylor Engineering c/o Frank 1de, W. 106 Mission, Suite 206, Spokane, WA. 99201 rev: 12/89 ~W. WEST 1026 BROADWAY AVENUt • SPUKA;:F, ~ti~AS~{;h~~IU1~ `J9~6U-0?40 • (509) 4`?b-?21;5 ADAMS & CLA.RK, ING 1720 w. Fourth Avcoue LETTER OF TRANSMITTAL Spokane, WA 99204-1702 (509) 747-4600 Faz.• (509) 747-8913 ~ . TO: Date: Sept. 29, 1995 Job No: 93-197.8 r Division of Engineering and Roads Attention: Psul RE: H.A.V. Subdivision W. 1026 Broadway Spokane, WA 99260-0170 WE ARE SENDING YOU: X~ Attached ~ Under separate cover via the following items: Shop Drawings Prints x Plans Samples RECEIVIED Copy of Letter Change Order Specifications Copies ~~EP 2 ri 1995 ~ CoPies Date No. Description originals 9-28-95 1, 2& 3A Mylars, road and drainage plans 1 9-28-95 19 2& 3A Sepia Mylar Copies, road and drainage plans 1 9-28-95 8 sheets 208 Lot P1aAS, 8 1/2 x 11, paper THESE ARE TRANSMITTED AS CHECKED BELOW: x For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution x As requested Returned for correction Return corrected prints For review and comment For bids due Prints returned after loan to us COMNIENTS: Please retun the Jbkle sepia mylars blessed with the county's stamp when the originals are approved for construct' . you have any questions or need anything else, please contact me. Thank you. `s COPY TO: SIGNEU: Marc D. Whitman, E.I.T., Project Engineer 31971ot2, doc ~ ~ r~ f ~ . ' , ' ~ ~ ~v~. ~d~ C~~rn1~ Ri~ard 9r~1! ~Ibf~. ~ , ; a ~ ~ . ~ - ~89 '~313 ~y13~~.~'0 ~ • ; ; , . ~ a • : ~3 t f ~ s~ ~ r, ~ ~ i' r ~r ; . , , .-s . a ~ ~ { , , ' . } } ~ ~ y «t ' ~ j ~ ~ t ~ ~ ~ ~ ~ ~y ~ I ~ ~ R`' ~ ~9'~3~64~' ~ ' ' , 1~~.23 ' , i ~ ~ t~ 1 ~ . " ~ ~ , ~ , ~ ~W.I~ . ~ ~ ' f ; ~ , ~ r ~i i ' ` N ~ ~ ( ~ ~ . i , ~ ~ ~ ~ ~ ~ ~ ~ f. i ~ ~ p~"~ , ~ r ~ ~ ~ ~ ~ , ~ ~ ~l 1~~ ~~~r~Q ' ~ ~t ` ~'~t~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t p i ~ ~ D ~ ~ ` ` ' ~ . ~ , ~ a ~ F ~r~ ~ . ~ ~ ~ ~~~~r° . ~ ~ ~ . a _ ~ ~ ~ , ~ 1 r ~ ~y1 . '1 ~ ~ +~p► .f r ~ ~ ry~~r k . V • 4 ; ~i ~ , ' , - - ~ ~ ; ~ ~j , , ~ ~ ~ ~~!r~ x '49''~2"E ~ ~ ' ~ : r f , 1i7 ~ ~ , ~ i . ~ Fi-~~1~i~~ ' , ? Gf , 9 . , ~itl.~ , • . r. ~ ~ . r ~~-s ~ ' . r , . ~ . ~~°t5:3~ ; , ~ ~I( ~ ~ ~ , ~e~ . y , . . „ . ! i I~ ~ : ' ~'a' +~il,. - ~ ~ ~ ~ i ~ ~ ; . ~ : ~ ~ ~ ~ s ~ i • ~r . ~ I i . I . , , ~ ' ? ~ ~ ~ ~ . - ~ ~ t ~ I u; i . , _ r ~ ~ 4 9 i ~ 1 ' ~ P ~ , ~ . , ; ~ ; , . ~ ~ , ' P'~' E ~ y, ~ ~ , , ' ~ ~ • ~ ; ~ ` ~ ~ 4 R~ I~~ ~ ~r~ ~i ~ ~ ;,,~~`~1 ; { ; F~~~~e w µW.~ , _ . ~ , u ~ ~ ~ . ! . ~ ~,~~"w ' . ~ ~ . ~r , r { ' , r E, ,y ~ ~ . .~4 ~ ; 4 r ; ; ~I~4~ r . i - ' ~ ~ ~ ~ < ~ ~ ~ • ? ~ ' ~ , , ; . ~ ~ ~ f, j ~ i ~ , ~ ~4 G ~ ~ r ~ ' ri' 'a ~ ~ ~ ~ ~ ~ ~ ~ ~ f fp r a ~ . , ~ ~ _ ~ - . _ ~ ~ r ~ ~ r ~ ~ . ~ , ~ a ! ~ ~ , . O ~ y,a + ~ ✓7 ~ ~ ~ ~ , ~ ~1 ~ ~ _ ; : ~ ; , - c~ ~ ,~'W w, ~ ~ . ~ . : ~ ~ ~~~,~a ~ ; ~ N►~ ' " ~ . ~A~--~-~= ~v ~ ~ r + ~ t ' • I"1~h~"~F ~ j~►~f ~ ~ 1.~4 At ~ . r n ~ . y~. g ~~t~*f ! aMt e3 ~rIy~a Q ~y ~E ry1 ~~~4~ i ~ ~ ~ ~ ~ ~ 1. ~ ~ ~r ~ ~ - • i ~ . -ti ~~r~ I~'_X~~1~ l~~If~ r ~ril'~~ *3 '~R F1~1,.,~ ~ y~~ ~"~1~ ~ ~Q ~rel ~ . ~ ~ ~ ~ ~ ~ , f , . ~ ` , ~ ~"~it~ ' ~ • C~~~,,~~~~~~~'!~~ r~ ~~~1 ~}F~ . ~ ~ ~ ~ ~ i M , ; ~ 1,,~:.. ~ ~f ~~T ~~~°i~'~`~~.F,.! , I{ y ~ ~61 ~ ' :1 . ~ i lj r s . ~ ~ ~ r ' . . ~ ~ Q ' ~ ~ ~ f. Et ~ ~te~~~ . ~i ° ~ ~ ~ ~ F ~ ~~t~~~ ~ ~ ~ ~ ' ~ ,~~j-3~-~~c.J ~ ~ ~ 'I ~ . ti I r 1 ~ f~ ' ' V i # ~ ~ i _ ~ ~ ~ ~ ~ ~''~I'i;~ " ~ ~i ~ ~ ~3 ~ v~~'' 6 p~ ~ i , , ' ' , ' ; ' ; ~ ` ' , ~ ~ ~ ~ ~ • ' ~ I42.~~6 ~ ~ ~ t 6 ^p ~ ~~e ~ ~ ~ ~ ~ . ~ ~ ~ I ~ ,a e i ~ I ~ ' ,~7 ~ ! ~~~i~~ ! ~ ~ , ' , Y . f ; I 1 , ~ „ ` . ~ k , ~ , ~ ' 1 . i • ~ ~ ~ ; 1 ~ i . 1 ~ 1 . r ~ ~ . ~ . . ~ ~ ~ . . . . , . J ~ , . ~ ~ ; ~ t , ~ • + ~ ~ ° . ~ ,p ` ' : ~ ~ ~ ~ ~ ~ I ~ ' j ~ ~ ~ ~ ~ ° ~ ~ , , . ~ a ~ i ~ ~ ~ i ~ . ~ ~ , ~ 8 , ~ a i ~ ; ~ r a '~1 ~ . ; ° ~ , ~ 4 ~ ~ ~~i-3~-3~~ _ ' ° ~ , ~ ~ ~~,r'~,r~~, ~¢L ~5~ 6 ~ ~ q ~ ~ 1 • ~ ~ ' ~ ~ ~ ~ 1=1:~ ; , , ; ~ ' : . j , ~ ~C ' i4~~$3 r _ ~ ^ ° ~ ~ + ~ ~Q r~ ~ ' ~ ~ ~ _ a . _ ~ I . ~ , ~ , . , , N8 '~8 ~3 W ~2~.6~~ ' f _ . - ~ , j ~ . ~ ' ~ ~ A„ k-w. ' . , , ~ ~ Q! ~ ' ~ . . ' ~ ~ ~ ~ ~ ; I ~ ~ Q - C3 ~ , r ~ ~ . . ; ; + ; ~ ~ • ~ ~A y~rr ~•47~~ ~ ~ , ~ , ~ i ; . A e ~ ~ , ~ . ~~:J7~~~ ~ l~=~ J~1~~ . ~ ~ ' ~ ~ 1 ~ ~ . ~ ~,~F,, F liL'~~~~~ . '~lu~ ~ ~ . ~~~'~„J~~~"~~ ~ ~ ~ . ° '33"W ~ . ,~f~~ ~"+~IJ P ' . _ ~ ; ~~~.7~ ~ ~ , r ~ } ~ ° ~ o ~ s ~ , ~ y~ A . , ~ ~ ~ ~ ; ~~.~t,;wi'~~~Y~a;~; r ~ , - - - ~ ~ i~~l~ia ~ ~ ~ ~ ~ + . ~ ; P + i '~~'IpX~' . ~ ' , ~ , ~ ` ' . e ~ °"~.,y~~~~~ , ~ 1 ~ 1 ~ ~y - ~ : , ~ ° • . f__- s~ ~ ~ ~ 14 ~ \ y.r , ~ ` : ' . q~ ~ ~ w , ' ' ~ ~ , ~ ; + ~ f ~ ! ~.l ~ ~ r ? . ~ ' ` ` , ! r ~ 1 • • t ~ ` ° , . _ e . ~ ~ ~ ' ~ ~ ~~1 s ` - ~ ° + ` i ~ ~ , ~ ~ , I'J + ~ ~ ~ ~ ' i p ~ ~~~r • " `i 1 I ~ ^ . ~a 1 , ' A40~~'~ ~ ~ ~ i ~ J , ~ ; ~ , . ~ M~'~~ ~ ~ , l~ , ' . ~ ~ ~ : I~ ~ 4 ~~~n~~ ~ `~~~t,~~ ~ , ; ; Poq~ 19.i ~ ~ , , . . ~ ; : , ~ ~ ~ ~ ~ , , ~ pfr S.P, ~~t~~~+p~ d~~~ + i ; " . ~..I ~ ~ . r ~11~~ ~VG N ~ , ~ j ` , ` , . . ' a..• ~ ' . , . 1 ~ . . . ~ ' , 1 ; ~ , ~ ~ ' + . ~ . • ■ ~ i ; ~ •i ~ ' ~ •rEt Er~t ~ ~ ~ ~ ~ ~ ° . , • ~ "WIL ~ l~ ~ ~ ~ • • - _ . , ~ . . ` ~ ~ y ~~Cte n~+ n~Rnr■fr~ . - -_.a_~~, . . , / • / i . ~ e S ~ O K A N E ' , C O U N T Y OFFICF OF THE COUNTY ENCINEER • A DIVISION OFTHE PUBLIC WORKS DEPARTMrNT Ronald C. Hormann, P.E., County Engineer ' Dennis M. Scott, P.E., Director Date: yZr , SUBJECT: ~-I IA\( Gentlemen: A review of the road, drainage, and parking plans for the above-referenced plat, short plat, binding site plans and/or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all chanizes on the revised print in color. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer ~ William H. Hemmings P. E. Senior Review Engineer k\w\1\r(Ni&.1tfefEerson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 ► ~ c • ~ ~ , ~ - ~ ~ ~ ~J~~ ~ : • ~ ~ _ ~j y_ ~ {ry C-~r t S~ • ~ -V n • ~ ~ . ~ ,,4 6 + No ~ ~ ~ * _ ~ ~ _IP _ ~ ~ ~ y~ • ~ 4 . - , • $'t.g11 ~ . ~ ~ 1 0 s ~ ~ • ~ i- L ~ ~ ~ ! rv 4;,M'o q ~ CN d.#~ ~ ~ • ~ ~~t.' ~ - k • ~ ~ . 1,A r r ~ r ' qpmm ~ r ~ •r 6Z. JR +LL ~saww i ~ QNY fRV4L/F SSS ~ ~i7O ctc DYY i jo~ . ~ ~~k ~,y' S ~ t'vr ~~ry r~ ~ ~ ~ ~ R ✓ x f C L ~ 'R k ~ QZ y T ~ 3 i __r~ . " 4 * i r _ ' _ _ - _ _ _ _ - _'a ~ ~ ~ 1 ~ , . . ~ , IS~ '~-L It~c,~ . , i ~v O Z g . ~.a....._ VINN \ ' ~1Y1~'1 I V N NJI WWW WU/W ~ x22 ll ~ 000 ~~w ~ ~ h00 rN hhN ~ ~ a~~i ~'~Di1 ~ ~A ~ ` • J S~ r_~_~ ~-0 1 S C,. t'•. , Q ~ . ~ ~ ~ \-~Sw f ~.O ~ ~ ~ S ~ S 3 i ~ _ ~ f ,~j t 3 • ►Z.~S_v ~i01 . , - ~a - ~ •5 or ~ ~ - ~ ~s r s 1 c, c ~ ~ r i f, , I Fl. J x ~ X . 5 v~ ~ i 1~ b • i ; I z ' ~ C" ~ p•' ~ -9 3. 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' ~'e '"'~r' ~r . .i . - ~ r~i ~ ~ ~ ~ ,t~ '~`.j~~ ~ , , _ ~ ~ , . . . ~ ; o ...+1 h ' , • A ~ 3~. +R' 'e ' ~ ~y ~ ~ . ~ . i;~.f ,,}y:• r,~ +v~ . • . . i • ` ~ t~ ' i . , , r~ ~ ~,~'M~~,~ *'.t ~ - ` ' ' . •w . k. ' . ~I'7~.~~.... • ~ v ' ' • ' . ' . i . ~ ~ I il~r ~ ' , ' ,~'y • ~ ' ~h ~ 1m . ~ ~f~s . ~ ~ , . ~~a . , . :4~.r. . . , . . , , ~ ~ S~` a~ 'a . . y~ . ~ . ~ ~ d ~ , , ~ . _ ~ u '0 ;1'• .~~~{?'a~ . '~~'1 ~~4+. , ~ : , r ~ ' I1 ; ~ 7 . T 1,~ ' / ~w r - ~ A , ' ' . r ' Y..'~ . ~~~V !:~►F.ti '~W~s • 14.~~F'j'~+t• .~r y~ , ' J~,: j ~ + . `t 't. , , , . . . . , ~ , t~ 1 ~ i ~ , • . , f• 1• ~ ~ ~ .,a v~; `.:~,,Lf ~,~F'~., r}, . ~ ;`y! • .j# ,~9,~~~ " ;y~, _ ~t~ '~y `I. F ~ ,N" '1'~'~l . . . H~~ ~r ~ + ~'~''1 r ~ ',4.. ' i~~ V~ .l~! V J~ J ~ ~R1.1 1 l.~ 1 ♦ ti. . Y~ ~ ti . 1 ~'~4 }'IAi ~.L : . f ' ~ ~ , ~~"~,'lr~. . . ~ ' M e . x'1 .a; '~1p ; !'n7~.'~A'+ r,h+!.~ ;~V ~ ~ +i1 : +"~f y,' y~ $ . '1''~-1 .I.k~'fJr - L.~ ,M L. •••{7' f t< -9 bL0 ~i: n~..iy Ai y t ~.r 11°: 'f~If _ ' '1 a'~, ~ j ~ •r ~r, - • 2~ ~1~ ! ~'M. 9'e"'• :fr ~ c~~i" < ~ ~ ~ , ~ S I~ O K A N E o,~,, , G O u N T Y OFFfCE OF THE COUNTY EIVGWEER • A DMSION OF THE PUBLIC WORKS DEPARTMEM Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Date: Fee. ZS ~ ~ ~3 SUBJECT: Gentlemen: A review of the road, drainage, and parking plaas for the above-referenced plat, sliort plat, binding site plans and/or building perrnit has been accomplisheci. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When ttie plans are resubmitted, mark all changes on the revised print in color. If you liave any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane Count Engineer V1'illiam H. laemmings E • ; Development Services Lngiileer/Manager ' . ; • r . ~t l k\w\lNrcvi (;kv.! 1r ~ %A,/. 1026 Broadway Ave. Spok;inc, VNA 99200-0170 (509) 456-3600 FnX (509) 1lSG-1715 ~ ~ 1-~ ~Y 1?►, rZ? • , ~ ~A~ . ~ ~ 5a- ~ ~ , . . z S t T ~-A4~) /01K , 5 i f r 4 g~► t., 43 st*o . , . . ~ ?7 30 ~ • ~ ~ 3Z2 , ~O/ -~2 , ~ ; o = r o , ~ , ~ y A Li ?A y 3 S G~a~ . REC . ~ EIvED ~e' o' . J14N 2 6 1993 . ✓ ~ w ~~•k - 7`i•~' _ ~j.. ~1'~ S'A • . o.~ o . . . . - 3 ~ ✓ . . . . ~ L h 1'~ d k . -rL - V a' A~,.. • ' ° / lool G ~.5 S v«.-t.C E o,055 ,A . . 4o ~ ~ o i lo ~ Z ~.s ~ J • v . r. ~~Ip , , dZ.S h . . . , . 1°►° ~ . . ~ - - 1,09 ► ~ S ~ . Ac ,055 ~ 1-~ ~ Z .j M, ~ . ~ ~ R.s Z .3 _ . , - - G~ ~ C.. L ix ~03~ ?C t.3~ X • ~~e`~ = ° 4o7 c- ri-S --Ip_ . , . ~ . ~ 10~ ' ' S t 2 G~`r' A i1-~ = D. t o L c. ~L ~S S ~ O • 177 Y A.o . Pg!*~L "LL 1 D.. 3. 0 3 C ;7-S . . ~co c..3,,~ : ~ r+ ►a . ~ = 3 , ► ~ ~ eaWT041. S < 5 ~ . ~o ~ w• C. 0► ~ , a k 3.1 b' . 10 l. co,a -1 P-~-f. O ~ . V..A.~~ 1 `~,rt~ ' ' ~ ~ t t _ . - • . ~ . ~B Q ~ • r . V ~ . . . - ~ - ~ 7 3 O ~ ~o:r~p ~ • . . . _ . . - - - ~ - ~ ST lh 1 n GI.~ . ~ ~ , S . . ~ . . . . . . . . , . _ • _ . .r _ . . . _ . _ . . . • . . I ; A • ~ C1Q~ 1- ~ ~ . . q = s -9 s ~ •~5 ; ~ .z . . , 4; ; r= . - a • ` , , . b c~ ~ Q~ cQ ~ w I 8 449 ~ ~S r~►' ~!L 4- 1 0 IES M?T" = 6 S x 2 4- ~ (9o ; ;RECEIVED JAN ~ 1993 3~ , ? 6 . W4 40=4 ~ ~ - ~ Y~---'-~'~ J 5 5=- , 1 ~ ~ ~Ar-". . ~ VA . ~ f p • i t ' • 2 ` y , V4 c° . co'5 1 o (o C-qS • U ~ G. t 'S ~ ~ • . . . s~ ~ (Lt-A , - ~ ~,c6 ar ~ . V,,Q,A - l ~T~ ~ • • 4 • . • - . ' ~ ' • ` . r _ • ~ 4 . ~ , • • ~ ' , • ~ ~ - , ~ . ~ - . . ~ 1 ~ ° • R R-~ t~. ~ ' ttUUsT►t t NC. ,,FTHc>t7 ~ DETENTiUiJ i.1,tiSI.I; t)~:SICN ~ 1~1Rie I~►crc~~ec+t (i;~Iii) 'fltai42 UE CUttceilCiaCion (i~il.i~) ^ ~ OucflUw (c.E.s.) . Uesif;n yr.ar Elou ( j c-. ) 1 c~ , ArEa (acres) v. 9 )(•a Uevc lopeci.~ R r c a x.. C.. , Z01 3~~ s 4 0 1I ~ 0 L C Y S Y V 000~ ~ Tlme Inc. Time Inc. ItzCerisLty Q ci~v. V in V out ~ SCorjf;e (sec.) (in.ihr.) (c.E.s.) (c~►. fr.) cu. ft.} (cu. 60) (AIC"03) (see bclvw) c~utfl~c~*U?) (ri5-ri6) IV\ S ~ 3~u 4 d ~ ~4 L$~ -o-- - y Sti0 4 ( lo ~ 6~30 ~ 2.24 . ~as s4o - ss S::~`~ - --.---_S~-od 8 33 t.4 hA~ 15 j . 900 I 1. 7 7 . 5 t 33 1 ~ 1 20 1200 1.145 . 43 I I ~ ~ zs ~ isao ~ 1 .21 { ! I ~ - . - 30 1800 ~ 1.04 I I I ~ 35 ~ 2100 ~ .91 ~ 4 0 ~ Z!~oo C .sz i I ( ! I 45 ~ 2I00 I .74 ~-----~---i ~ ~ 50 .68 - ~ . - - - ~ 55 ~ 3 300 ~ . 61` 60 ( 3600 ` .61 f ~ i f ~ 65 ~ 3900 i .60 70 ~ 4200 ~ .58 , 75 ~ 4500 ~ .56 ~ 80 ~ 4800 ( .53 { J ~ ~ . $ 5 ~ 5 10 o ~ .52 I 90 ~ 54O0 ~ .500 ( ~ ( ~ 95 5100 .=~9 ~ f { I 1 l I ! ~ ~ 100 ( buuo ( .48 n - * * ' 1.3; Q c(cv c f or c< lc \ V i n d c v ~ C~•+- r. 3!~ C? c4 cv " "T' c~ C ~ r t i T c. ~ . , 3o6/G ~ RECEIVED ~ JAN fu »93 ~ ~ EAgfOE~ilAg ~ . ~ rJ ~ _ . ; ~ ~ ~ ~ . ~ ' .r....-~- _ . j cc, ~ • , ~ ~ . a ~ . e ~ ~ •~`t ~ • . ~ O~ - c = ~ - 1 : ce - ~ , 0 5 Z 4 w• • , ~j . - ' ~ r • ~ " +~-~l~ ' , ~i,t ~15 y1 . ar JN%2~ ~ 8451 loc 6~I • Z'-t r,~J R~ ~ • ~V a` ` • ~ ~ . 'v L5 Q\ _ t1 ~ ~ ~ • ~ ~7 . GFS (Q • ~ ~ . ~ " - ~ ' 2'~ ~ G 1 ~ ~ l . a ~r, jHR c T~ ~ ~ ~ • ~7 ~ ~ ~ . ~ ~ ~ V s~ - (s°"`'~'• t ~ ~rA. t~ Lo r-A ~ ►J ^ L ty ' ~ yft = , V A , ~ ~ ~ G~ . . r • T0 • ! %A' 4 • ,b rr . 0''"''"" ~ ~ ~ • P - . ~.C~~ . R N 2~ ~ 19~3 . J~ I . , . h. .L - • - -~1rc7M ~i l Z . 3 . , L~ . , ~ RECEIvEO ~ . J A N?.jG 1993 Co" b&eerig r • ~ c;r~u5~r~:ir:c: Nr:'rHc~D ~ UE-rU-.ttT [UN UE:s l Gtl ~ " TImC I»r-rencc►z (mI n) j 'CiQ►c o[ CUnLentrat(oii ((nfn) g ~ Outfluw (c.E.s.) . Uestgn ycar Elou (yr. ) Area (acres) %,04. s,C., Develup eel~'~('" E~zcto r O ~ Area x..C.. . II l 0 Z [ ! 3 r;+ u S , V6 117 ~ Time tcic. Time Inc. Intcn,:i[y Q ciQ v. 1: in V ou[ Starare (min.) ~ (scc.) (in.jhr,) (c.E.s.) (c«. ft.) (cu. (t.) (cu. tri..) 1 * fiU) (r1*C*l13) (;-.ce be1uU) (outflow*l/2) (U5 -116? .S U U ~ ~ .8 2 3 3 0 + ~ 5 v ~ 8 d •a. - ~ a-~~ a L ~ - - ~ 10 600 ~ 2.24 1 :SS ~ 442 900 ~ I.17 ~ .46 ~ 48°t ; 45c ~ 39 ~ ~ 20 1200 .45 ~ . 3K ~ 5 I a ( 25 I 1500 ( 1. 21 30 1800 I 1.04 ~ 35 ~ 2100 ~ .91 ~ 40 2400 I '82 ( 45 I 2700 ~ .74 . . ~ . _ _ _ _ ~ . . ~ • ! , S(► ~ 3t100_ ~ .68 - . - 1 55 ~ 3300 `_YL_ •6~= : 60 I 3600 ~ .61 ( 65 ( 3900 ' . 60 . , ~ 70 1 4200 .58 75 ~ 4500 ~ .56 80 ~ 4800 ~ .53 I ~ I ~ ( ~ 85 ` 5100 ~ .52 ~ 90 ~ su()o ( .50 ~ I 1 I ~ 95 5100 . a ~ 9 ! 100 ~ 6000 ~ .48 ' ( ~ V 1 n 1.3. Q dev t f oc t<I'c Vin -{~l c~ev ~ t}+ `.3~+ " Q clcv~* 'rc) fo r t> Tc ~ ~ ~ 3Ubl6 ~ ' RECpVED ~ J AN ? G 1993 C~u~y Engiaeertt~g ~ ~ ► T• S V " 3' . , lo; ~ . ~ , - . S~ t v . . ~ , . ,5 . , - . ' ` , t, . ' ~ F'~`' ~ ~ • !A'.._~~-P , . 1 . ~ ~ _ . . ~ , ,C. 4 ~ . s tCiayFD R ~c JA E~agiaeet~ . ~ . . ~ , ~ z-23 -g3 AOeA 'L - (Ao AoD&-no#-4 I hILET NUMEiER 1 LENG"TH 2.0 S7AT I AN 1+50 TQTAL F'EAk:: D ISC:HARGE M C). 76 (c f s) GIJTTER SLOF'E - 0.0080 F"T/FT F'AVCMENI' CROSS Sl_OrE _ 0.0200 FT/FT SF'REAn AT A SL.OF'E OF .008 C f t./ f t. 7 AND 0.76 (cf s) I S 6.81 t f t. i XXXXXXXXXX CUP.B INL_ET iiV ASUMP XXXXXXXXXX F' EF'FEC:. LENGTM (f t) = 5.60 N( f t i =C). 500 DEFTH ()F WATER (f t) = 0.15 SPF:EAD (f t) 7.57 Fi'P.55 any key to cont i.nUe - - - Z - zz -93 ~ ~ 6 ~ ~ F='R oF 1: L C 0+00 F' i L. 0, 000 L. / H F't. cw; , i~o C; rade= 4p 4i )ca)/ 0+00 76. 930 i) + 1 i) F' I L= c_r a c,)(_)() ~..1 H F`tA-~_~ o lat~~ C r .-t c1 c~~ ~ tw~i ~ t~% 0+ 10 76.490 04• :`E; F' L. = C). 0 c'_~ 0 L. f M F' tw C) „00c i C; c.~ Gr1 cl e= 0 4 0C-)% 0-I-25 76. 49i7 04-45 r'T L= t_), C)c"3i:f t_!IA F='t. u= c:ye CJc_yc_) cill c_; Gracle= - 1 . 248% 0+45 76. 0 10 0-}. 50 75.948 t )+7..~.~ i 5. 636 :l +i ai a 75. :'24. 1--l- i 5 75n 0.ti l 75.012 1+5i ) 74• d 879 74.700 1+50 Py L= 70., 000 L/H C='t 7~•. ~3:7:~ i~' 1+57. b~~l Crac~e= E3t:~f~a°/a :l -1.. „ - 7' 9 74. 700 1-F 75 74.915 74 . 900 ~~-00 75.1 0i ) 75.100 ! L I ''7 ~ ~ r 5 ~a ■ 1 Qv f~u...'~• 3 74. 963 75 . Ji 2+5C) F' I L100., 000 L J M F`t. 7~, . 174 @ 3. fi3 . 60J Gr ade=--3.;t"f0%. 2+50 74. 96,--,~ 75.500 r^_F' 7s.) 74.625 tr) t_) 73. 750 '"F:••'.::, 72.781 72.875 7 :t . a t=? 9 72.000 3+ ;0 F'T L_= 88,, E300 t_/k-I F't d= /~~4~ ?8:' i~A+35n :b~ Gr-acie:= -7.9^`~% T-f•.~.~ C~ i~. .`~<<~j 9,/ '7 2. 000 3+75 69.925 70. Cy 1. 9 , a. c~~ t~ l~ 8o c_> A-8 68. (a~ 38 q' + 25 b 6w 66.056 q.+w;i y F=' I L° 72 u2 00 LJH F' p-• 62 w~~7c; 111 J+3~~. 474 (ar ~t~~,~: 8.~ b". 4+:'_•; 0 66.030 65.660 4+50 64.968 64.895 4+7..~ 6 7; .5'M:9 63 . 'aLCr 4+89.6 PI L..= C) w c_) ti) C.) L/H F='t. 6 7a f~~~) 1z' a+70n Bc?4 Grade= -4. ~89% 4+F3 = „ 6 6w;. -3. 5 9 6 3 . w:£~C) 9 q. 5+c~ ~~3 62.922 , M - • r_s.~ ~ r_ 4'~~. r,~..1 ~ 61.826 .r+..~r,~~• s . ~ 61.826 5'1"2J F' I L.=: 0-. c;i7o L_ /H F't . 0„ 000 t~' i Gr- adF.= SEaC VCRT T C:L..F CLlRVE u CALCtJLAYE L.EhlGTF-I U:{ VFN DE:S:t GN SPCf"D GFiADF # 1 -4. 4 G1=s A D E: 2 - 0 DE:S :C G h•f SF'E: E: D 30 L..E:NG1"t--1 OF' VERTICL..C CUfRVE: {CF-1LCULATED) 148a 67^958:392 LEhJGITi-I ClF VEF"T I CLL. Cl.1RVE (GIVEN) C) WARNI Nr„ G I VEN L_ENGTH IS SMQRTER T1-tAN CALC:ULATC::D SI GHT D I STA{uCE 198p 89M,05013 Cr'CST VERT I CL.E Gl_oRVEq CAi_CtlLATE L.EI'+IGTH C I VCi'J DC'ZSI CN iF'FED Ci Ft AIa E fit1= C.j Ml~~IA.lE W2 = -2M 1 DE=S:[GN aF'EET~ 30 LENG°i`H 0F' VERT T Cl,..E CUF;VE (CALGUI_F1T'ED) --:L 84.70" ~~~~B1?84 a. M. • i• .wr a. a. v v • Lw ♦ Mf .4 M1.. 1 7 I GT UEni TS L.FiFiE"aCR Sr GH-r n IS-rAr,ICE 190a 898ti 050s SAG vERTi cLC cuRVi- . c..ALrULAT~ LENGI-H GIVcra DESz cN SPFED GkADE #1 ° . 4 GFtADE = - 1.^~'+ 76J. 904%b2 UEES:C CN 5F'E ED 30 I_iEiti1G'rH CIF=' VER'f ICLE CUFiVF' (CALCUI_AH7"ED )--55~ ~402:178 T5i }:l L_EhJtaTH ~F VE:RT Z C:LE CURVE: (G:[ VE:hI ) tg G ! V'EN :L' S LAFiGER ST GHT D I STAItlCE 98.898:';c:~~~~~~ SAG VER'1" iCi_E CIJFtUE. GALCUI._.ATF I_ENCaTH L:[ VEIKI DCa:[ (iN 5F'EF:I7 GF'~iADE # 1 = --1 . ^4•7619(=)A•'76~.' (_;RADE . fi3 DE(S x (aIV SF'EED 30 LEnfG"f M O1=' UEC'T C;L..E CUF'r'UE (C'AL_CU!_A i ED )--1:?7. 522956247b L_FN13TH GF= VERT I CL..E CURVE ( GIVE:IU ) '70 GI V EN :t S L~-1 F'i GER "31GHT DT STANCE 1 98. 898:R05oB C,r;EST' VEI°;T I CLE CURVEn Cl-1L.C;LILATE LFNCTH GI UEIV DESIGN SPE.ED VRADE :01 = M V GRAr} E 4*2 -u; If 5 DeSr GN Sr-~~EED -,~,O L.ENGTH OF VERl` ICI...E CUFiVE ( CALGUI_AT'ED ) 72. 08o.~:•.~~ 1o9 l_ENG°T'H ClF VER"f I CL...E C1JRVE: ( G T VE:N) 1cm.~ G I t1EN :L S L...AF~GER S7: GF-IT DISTANL;L J. S8AB9f33(~);0E3 CRE:ST ilERTI CLE Ct.1RVE v CAL..CUL.A"['E L.Ehlr'f H GIVEN DESIGIU rl-:3F'EE:D GRADE #1 3,. ; GfiADF #2 --7 .`-i 25 IJESI taN SF'E'LD 30 !.._E:h1C'.~xTF-I ql= VEr'T T CL.E CURVE: ( C;ALCt IL.ATED ) 81.86440677 ~ L...FN(aTH Cll= VEFt7' ICl_.E CURVE ( C I VIEIV ) E?e. 8 t:; :CVE:N T S LF~1Ft'GER ' SIGHT D I STANCE 19B. 898= 0508 SAG VEF:TI C'LE GI.JFRVEu CALCLlLA'TC LCNGTN C:t VEN bE S:C Ci'S 5F='EED GRAnl.= # 1 --T . 9~'2..., l..Jfll"'lDE #2 ~ ~ti u C32- 550 3131 551 DE-S :t Ghi 5PEED 0 LEI'JGTH QF' VERTIGI-E CURuE (CRL_Cl1t_A"f ED ) 13, 4 115 7:17~ LrEl M4JwI~H OF• UE1 iT.L CLE IJ0..IRUE (WIVE1 •I ) ♦.4.. M J. wAiRNz NG,.. GIvEN LENc-rM xS sHoRTER i"HAN CALcULATED s z GwiT n ~ STANCE 198u 89a-30508 CRE:ST VEi=tTICLE: CURVE d GALCULA"I`E LE:NGTH t; I VEh! DESIGly 5F'EED - 1 ~.~j,.:.~~~.~ r;t c- ~t )._ti _~~,..3-r-~' i- r_^ FiF~I~E # - 7 GRAL)E 44:.^ 4., ~ee£388c3caei3,3 DE'7 T ta N a F' EE:I) 3-0 L..ENGTH C]1= VEFiT Cl_.C (:IJRVE (CALGUL.(-1TEB ) -.c 08k „ n:YO^5944 G VEPJ L..ARGER Sx rH-,~ ~ STANrE 198.89(330508 z -z2 -D ~,~r~o .P~ rr~ • F' R CI F I L E 3+94 .4 F' T L= i). 000 L/ H F't.- 0. OOCa iCrad e_ -7.9^ 1% 3-1-94. 4 68. 480 68.480 4 +~~C) p :i L.= 7~' . 20E_) L/ I-I F't o= b i. 7(-i6 i•, 5-r6 5. 928 Gr ad e= -4e597%A 4+30 65.960 6~.660 4 -1-79 . b F' T L = C) i ) 0 c:) L / H F't. 61. 7.42 1al 5+83., 278 G r- aCI e= 4 35"I 4-t- 79 „ b 63.424 b3o 3$i i 4+79. b 6 = „ 7.8i ~ 4+79 . b F' T L... = Cj „ Oc,:C) L. / H F't.-- 0,000 @ 0 C r- ade= SAta VEF:T 1: CLF CtJRVF u CALCULATE L.E:N[aTH L, :C VE:hI DE:ST C;N .'-aF'EED GRADE # :l = --7 w 9^ 1 ~.,483:l 4b :l GFiADE #1 = -4. 59b7741 ~~3,55 DIw a T GN SF'ECD 30 LENGTH (JF VERT:[ CL.E: CURVC ( CAL..CLJL.ATED ) 63. 086990863 L._ENvl"H 0F VCkT CL.E CUFVE ((a I VEN) 72.2 G T VEN IS L_ARGER SI GH"f' D ISTRNCE 19B. 89fi3'~t~508 SAC VERT I CLE C:;IJRVL 4 CALCULATE LENCTN GT VEN DES:I CN SPEED t"~RADE #1 -4o a9677419:` ;5 i iRADE 3a 4:W 47c3 tbC}c37 DES:t CN SF'EEI7 LENGTf-I qF VERT IC'•LE CUF"VE (C:ALCUI_ATED )°-545.a3558094= i_ENGTH aF' VEF"T I CLE CURVE ( Gx VEhI ) ~,o GIti1Chl I S t_ARGEFR T CI-iT D:[ C1"ANCE 9a . 898 "50508 S a . a . • . S P O K A N E C U 1-4 T Y O OFFICE OF 'IHE COUNTY ENGINEER • A DNISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormanri, P.E., County Engineer Dennis M. Scott, P.E., Director Date: ps . SUBJECT: AI 1k\1 ~ p D►T~ O~1 P* Gentlemen: A review of the road, drainage, and parking plans for the above-referenced plat, short plat, binding site plans and/or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all chanees on the revised print in color. If you have any questions about this review, please contact us at 456-3600. Thank you. .ow"WO Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer . w gai 4-w . cz • William H. Hemmings P. E. Senior Review Engineer RECpVED JAN 2 0 W3 ia wineeriAg k\W\f\rNi&,-hjefEerson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 Z ' • , , ~ 3 , r . , ~ Z~S3zr .n`t35 z , WWW t4 . . _ . ' O~~ I V hhh 1/INN Y.1. P- W W i1 WWW ~n.nw =2S • ~ ~ ~ 11 ~ ~~W 000 • / N ~.r-- C~P : ~ ~J~ 1~3 ~ mmm~ • , ~ '1 S Gr i'~r• . J Q ~ ~ ~ ~-~v,~.► ~.D ~ ~ ~ ~ ~ i S -~3 a 4q toz~~~ o ~ •5 ~ ~ . \ - ~ ~P. 12 . ~ Zp ~ o ,J -~-f ~ ~ cS T S 1 ~ ~ d ~ ~•c~ . lA/ t Fl. ~ x Zi~=-~ x, S. _ ~ ✓ ~ ~v to ~ . 1 Z ~1. ~ . Q= C~~ = ~9 ~C 3. 2 x l N.~ x2.S . `f3 S(.v • ~ • X 1~- ~ . ~ . 15 ,8 sr X z 1 ~ , 3 I_ ~ ► 3-5 RECOM JAN 1993 3` ~ q~b► Eq~aee~ - • ~ • ~.V q gru j-ng.` ~ 4- x S S _ ~\V~ ~ • ♦ ~ 76 Go . e WWW ~.35~.d KOLK ttt - QQd NoN h hh WWW ~ w r~_ W W W L~Y • v1NN RECOVED fVP • ^ is 7 ~f ~7 _ a '~:.U3 (Ot J ~ 2 = • Cw~ EOneering - 3 ~ ~G - l.~~S ~ 2--~ ~ C. v o.'LS ► _ ~ L\o% " ~ - _ 7 r~•, ~ ~ . ~ ~~1~ t S ~'r 0 ~J C~ o t 3 N y a ~ ~v 'Y.~ (L . C L ~ 1 ~'--4 ~ rb • ~A s 5 ~ M% G d- = ~ % (lLt 1 oz.; ~ ~ 3 ~I v J ~v Q = c. _ f ~ { ~ ~ ► v ~ ~ r c'j V O V '~a ~ l . J `1 • 7 ~ a xL n= l.~t y I~i l . 1 S u ~p,,,. ; ~ a - 7 _ ~ p~ + c~ 1' ~ 1 p'~ t y ~ ; C. t.. A • Gi ~ ~ . X .'tf'8 ~s ► ~ ~ ~ ` ~ . ~'u (Lt v ~ ~ - • . ~ ~ r ~z' 5 5 • 8 i~~ ~ .73 ? , ~ ~ • , a , + ► t ~ . ~ . , . • ~ t (L Ov ~ W W W / sIT c,f. • . 00o j Z , NNVf HHf. WWW WWW 00o QZ ~ C t~ D~, 3. Z~ 13 if = 3$ 5 O O ~,oo Y, ~P • ~COCO ; . 431 S ~ ~ .,,~.~,...i+ ~ •j•w G~1.,-+~-- ( _ $ $ nNi ~ L J ~ Q w 557 = 1 1~ y-~-~~' G~.~ c*~,...A- . 5 RECEIVEp Jw N i' 6 i. ~ ~IQ6611Qg S-p y+Z,~ .03 ~ / - 3 ~ s G~ ~v ~'3c..•~" Z~3 ~ ' . ~ ~ - .s . ''r ~ . O -4- 3 r • - - ~,,s ~ cU zo , ~4 7.- o ^ ~ ~ L ~ L ti ~ . t ► ~ ~ ~ ~ . o_---_ ~ Bvf'"~+~1 ~1~►'• . ~ ~ 74• , SOIL SURVEY TA13LE 6.-Brief descriptions oj soils ¢ncl their Classification Depth Map Soil name Descriptiou of soil and site from syinbol surface USDA texture • In. DsC llragoon stony silt loam, 0 to 30 percent Similar to Dragoon silt loam, 0 to 30 pcrcent slopes. slopes, except that the surfnce layer is stony. DsD llragoon stony silt loam, 30 to 55 pcr- cent slopes. DvD Drflgoon very rocky complex, ZO to 55 llragoon plrt similAr to Dragoon silt loain, 0 to percent slopes. 30 percent slopes, except that depth to bed- rock ranges from 10 to 20 iuches. 1Zock out- crop included in this complcx. Ek6 Lloikn silt loam, 0 to 20 percent slopcs. Nledium-textured, tivell-clrained soil formed from U to 24 Silt loam___________ glacial till containing a Inrge amottnt of vol- canic nsh in the surface layer; iinderlain by 24 to 44 Gravelly loam_______ gravel at depth of 30 to 60 inches; occupies 44 to 53 Very gravelly sandy undulating, morainelike topography, loam. 53 to 60 Gravcl_____________ EIC Eloika very stony silt loam, 0 to 30 per- Similar to Eloika silt loatn, 0 to 20 percent slopes, ccnt slopes. except that they are very stoiZy tliroughout. EI D Lioik7 very stony silt loam, 30 to 55 pCrcenL slopes. Em Lmdent silt loam. yledium-testured, somcwhat poorly drQined, 0 to 26 S:lt loam---- alkaline soil formed in alluvium from calcar- ' cous silt, volcflnic ash, and diatonite; depth 26 to 41 Very fine sandy to water table fluctiiates from near the surface loam. to about 6 feet. 41 to 60 Sandy clay loam_ FaB Freeman silt loam, 5 to 20 pcrccnt Very deep, inodera.tcly well drained upland soils 0 to 22 Silt loam_ slopes. with medium-textured surface la,yer and medi- Fa63 I'reeman silt loam, :i to 20 ' percent um or moderately fine textured subsoil; formed 22 to 72 Silty clay loam__ _ ' slopes, severely eroded. from silt on rolling to hilly uplauds. FaC3 rreeman silt Ioam, 20 to 30 pcrcent slopes, severely eroded. Fm Fresh wnter marsh. Shallow, swampy, intermittent ponds and fringes around lakes that have a fluctuating water table. Engineering clata is not given, as land type is too variable. GaC3 Garfield silty cltiy loam, 0 to 30 pereent Very deep, well-drained soil developed in loess 0 to 8 Silty clay loam___ slopes, severely eroded. on ridgetops and knobs on the rolling to hilly 8 to 23 Silty clay____ uplands in the Pnlouse soil area. 23 to 60 Silty clfly loam______ GgA Ciarrison gravelly loam, 0 to 5 perccnt Gravelly, medium-textured, somewhat esces- 0 to 15 Gravelly loam_______ slopea. sively drained soils formed in gravelly glacitiL 15 to 44 Very gravelly ]oam_ _ GgB , Cnrrison grnvelly loam, 5 ta 20 percent outwash material from n variety of acid, 44 to 60 Sflnd, gravel, and _ slopes, igneous parent rock; on nearly level to mod- cobblestones. t • erutely glopin6 terraces; depth to mixturc of sand, grflvel, and cobblestflnes rnnges from • 2% to 5 feet. . ~6mB Gtirrison very grflvelly loam, 0 to 8 Similar to 'Garrison gravelly loam, except thnt 0 to 15 Very gravelly loam_ _ perccnt slopes. the surface layer is vcry grttvelly. 15 to 44 Very gravelly loam__ 44 to 60 Snnd, gravel, and cobblestones. Gn6 Gnrrison very stony loam, 0 to 20 Siinilar to Gnrrison gl•nvclly loam, except thiit perccnt slopes. the surftice laycr is very st,ony. GpA Clenrose silt loam, 0 to 5 pereent slopes. Very deep, medium-texturecl, ~veti-clrainecl soils 0 to 72 Silt lonm_ Gp6 Cylenrosc silt loam, 5 to 20 pcrccnt slopes. formcd from acid igneous glncial till; surface GpC Clenrose silt Ioam, 20 to 30 percent luyer influenced by loess unrl vo1cA►iic n,gh; on slopc:s. • gently rolling to steeJ> uplnnds. GpD CClciirose silt ]oam, 30 to 55 pe►•cent Slopcs. REC4vEu ~ J AN 0 W3 ~y Ea~iaeeriug 1 " ; 1• t I S P O K A N E C O U N T Y DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Acting County Engineer . Dennis M. Scott, P.E., Director October 4, 1995 Randy LaBeff, P. E'. Adams & Clark SUBJECT: P1654 - H.A.V. Addition Approval Gentlernen: I am enclosing a sepia print of the road and drainage plans for this project with the County's approval stamp; the originals are on file at the Public Works Department. The original drainage calculations (stamped "Approved") are on file at the Public Works Department. In accordance with Section 2.02.A.3 of the SCRS, this approval is valid until October 4, 1997. If the facilities are not constructed, you may request an extension of the Approval for an additional two years; the plans shall be revised to reflect current standards prior to granting the extension. Please be advised that if you construct the road and drainage facilities without posting surety, that the plat cannot be finalized until either: a) the road and drainage facilities are constructed and accepted, and the roads established by the County Commissioners; or b) adequate surety for any remaining work is posted. If you have any questions, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Acting Spokane County Engineer ~.e-• Edward J. , Jr. , P. E. Plans Review Engineer encls: Plans (3 sheets) -2 sepia + 1 vellum Drainage Calculations cc: -froject file Pat Harper Dave Berto reviewer 1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ' v IEE,Cj ~ HAV, AD D ITI O N SPO NE COJUNTY E G. EP16541 ~ BY... . .t..~ o~~- D rai ~ ~o~ na9e RePOrt STR c-` PERM IT REQU IRED o N071FY THE PER11r11T ENGINEER 456 - 3600 24 HRS. PRIOR TO CONSTRUCTION A&C Project No. 93•197.8 (}FFiCIAL PUBIIC QQCUMENT izevised EPCkANE COUNTY ENGiNEER'SOFFICE . June 9, 1995 OR r-, NA. - P'I:aJFCT # SUB?v1I17AL I RETURN TO COUNTY ENGINEER prepared for: Craig Condron RECEIVED Condron Construction, Inc. JUM 12 1995 7205 W. Kendrick Nine Mile Falls, WA 99026 Spp{(qNE COUNTY ENGINEER ELALAIL'Ift ' Prepared by: wask Adams & Ctark, Inc. 1720 West Fourth Ave. w4 Spokane, WA 99204-1702 19191 509) 747-4600 • Fax (509) 747-8913 0~ BQjSTa4Q~` . ~ sslO L NA . EXPIRES 07-29- ~~j . i - ~ _ ' Table of Contents . Seedon Pre-Development analysis 1 208" Area Requirements 2 Post-Development Analysis 3 ' Drainage Basin Maps Pocket , - ~ . ~ _ ; ~ _ j-~~ • ~ - r_- . ~ , • . ~ , • ~ i . ~ -0, y . ~ ; , ~i . ~ . . r ~ i ' - . ~ L ~ • ° . '~.L_ ' . t r' S ^ ~ ~ . ~ r ~ • • ~ra • , . . - • • ~ • + ~ ~ W.~` ~ '7~';'i / ' , ' }'`i , • ~ . r . - ~ ~ , ~ i`' •~x • ~ ~ . . . . ' i , j r~~'~ ~t k,~ . ~J13 . a~ ~ . , s • ~ ;;i", ` ' •,l'y ti,a _ x:, . , ^ , r ~ - 'M ~ - ~ ' ~:~~^h l~ } ; . " F. ~ r " ' r ~ , n'~ • ~ ' l~' , R~y~,~n :r { }A ~ ; ,y~ ~j'~`~'~ ' ' . . ~ ~ . A~,i`7• .}1••!'. , ~ " , . ' " ' Y~,G ,'A~~ . , ~ ~ , 1 ~ • ~ ~,f};...~, :i~'. ' ~ „?f~'~ ~ ~ ~ R~. . , . ds~, 9 , , h' N' 1'L • , ' , • ' , A ~ ,1 4.. . ` ~ . ' ~ - - ''rs'' d+r~~„ ~ . ~ r{IF'• • ' , ' •i ' , . ' ~ ~ ' ~ ~t,~, , 'I w} ,y~'~ ~ , , #i ~ . ~ . ' •f ' .-i ~ , ~ - . . . i ~ . i ~ ~ . • . ; F ' ~ L y ' . i • ~ ~ . ~ ~ . . . ' I n~ ~ 4 r ~i i` 1~'• . - ~ ,A'~,'~' ~ y. ~ . ,~r„ a , , , • , • • . 1 , r , : ~ - , A ~ , . . , , • , . ~ ` ` ~rA " y • . ~ , ~ ? ~ i~^~'~ + , , ~ ' e . f ~ i:~,' ~ 1'i .f~' . ^ , • ' 1 ~4 i ~ . f.. , R. ? ~ ~ • . ' " . ' 'YI , • ' ; ' y l. ~L~~' .1 "r' • • ' ~ : "r s ' , . , . ~P~: . , ~ Mn~ . , , ~ ~ k Y' ' , ~ ' • , ' • ' . , . .:k' ' r • ' ' . ~ ; . S ~ ° ~ ' ~ ~ , , ' . ~ ~ , ~ ~ • ~ ' ~ , . ~ ,'i , , 'r ' ' - ~ • y ••'i~ ~~i'Mf ~ n~.. ~ i's ' ~ , , ~ ~ ' ' ~ , , • ~ ' . , 7 'X~}~ ~ ~ n ~ ~ ' 4 y ~ . ~ . - ~ S'i , ~v' ~ rr ti.^r ~ ~ t r ti . _ ' ~~h {y~•~~ v. ~ 4, ~ i'~ Y ~ " a~ ~ , .s i~~a.5ls~fd•u3~k+kl,i:...'}M~S;~iH ; i,ti~~i+tY'ieR~'-~~,~~~?,3 - ~snu~!.~'S~1m'w•,.Ei~L7$,.,~',s'bi'; , , • . BAV. ADDITIOM ~ DRAlU6E REPORT Pre-Development Anahtsts Comparison of pre-development and post-development conditions reveals that there are two downgradient stormwater drai.nages to be considered. A grade break ru.nn.ing north- south and which is located near the west boundary line of SP•700-91 separates these two drai.nage basins. The easterly basin drains to a double-depth drywell in lOth Avenue, in Snoopy's Addition. The westerly basin drains toward Adams Road. These two drainages receive runoff from Pre-Development Basins 1 and 2, respectively. , The entire area under consideration generally slopes down to the north. SoiLs in the project fall within the Garri..gon Series, which is classified by the SCS in Hydrologic Soil Group B. Limited spot elevations were available to depict topography in the developed areas. Basin 1 includes approximately 0.5 acres of offsite area, most of which is developed, . Because the offsite area is small, is already developed and is situated such that the flow will not require additional conveya.nce design, these areas are not analyzed as separate ' basins. Visual inspection shows that approximately half of the runoff across the north line of Basin 1 drai.ns to SP-700•91 and Snoopy's Addition, individually. The pre•development runoff rate for this basin is 3.25 cfs during the 10-year event. ' Basin 2 includes an unplatted and previously developed area at the southwest corner of the proposed plat. Two of the three proposed lots fronting on Adams Road axe also developed They will be redefined by the plat but will not be further developed. The pre- development runoff rate for this basin is 2.14 cfs during the 10-year event. ~ L I~J{1 _'..~I~~~...~ ~ f f I_ I 1 L ~ f t ~ 1 \ ~ rf ti~ ~ ► 'y~ • ~ r l a ~ ~1 ~ ~ ~ ~ ~~r ~~~.......1 {L , ~ J,4, f• ~I ti°t~ i ~ ~ lel ~ ~ G1 ~ , . 1 ~4 rr~pj ~ ~ ~ ' ~ rr~` ' c) r ~ ~ ~ m ~ ,~~r . ~ ,y R •I u f~~' ~ ~ il I \ rr ' ~ v a - ,A" ~ ~ J r•~ r 4 _ ; ~ m ' : ~rl i , ~ I,j rl ~ ~ ~ , ~~~4rs,tif~i ~ {•.~i rjy i ~~d , ~ u iti .~y S e yi~~ r~~ y ~ ~ ~.w._, ~ •-4 , T M.~•'. ~`t~ ' ~ry ~ ~ 1~ ' ' F ~ ~ ~ i~ , ~,~4:,i~ ~~~f ~ ~ • I ~1 : ~11'~ ~i ti "N~ . ~ i r-+ r•rw„---x ~ ~ ~ . . ii1 ~ Y iw~'+L[1.~1~Y~~;{ rT~ , •~7 ,4f , ~ s. R'ythhlwA'~p'iC~: ~.hyt~t-i, t ti 'y e. ~ t; J7 1CI ti`'' j"1"~ ~ ~ ~ . . : ~ N ~ • +~+Yh-j f~x~,~ Y'~ ~ ~ • 11i 1 , ~ ~ ,:1 i.il'+~ ! !ll 'F~y • ' . ' ' ~ ~ ~ld~~Y~~~ r i~ ~ i il. ~~l+I.F , ~ --t ".Nt ~ 0. ~ild - iN y ~ '~4W i!I ~ . _~M `I +-'r~~. ly+ri~ /~i._~~1_~r /r I~ ~.i~4~`~tf . Lr 1 ~ ~ ~ 4~-~'! I • ~ + 1 y ry. 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Mw- ~ ~ 0 ~ ~I', : •'r ~y ~ ti N- ~ - . ~ , ~ ~ G ! t ~ ~ : • i,~ ~ ~ ~ ' , } `.1; ~ ~ ' rr+t" . t, ' S i ' • N / '}y' ~ U • 1 ~ I g{' ; ~ , !S` i. ~ ~ , . , ~ . , 'o r ~ • • , ;Y ~s~ , ~ . ~f'.: ~'ii ~ ~ ~u .•v''~It ' ~ ~rt,~ r~~; ~ . , 'x ~ 'I E: 'i;~•.~ ~ . .r '4~ i. I, .F•,. ~~~ra;~. ~ .'{f ~ ~r, '~i~~ ~i~~,~, • ' u} ~ . , t~, ~t^-;F w'a „~:....~~e ~,,,,_~"~S~ !.._t:,~:Y_ ~ ' - " Il ~ . . _ ~ . ~ , ~ i',i VA~1 . . : ~ . , , ~ - ' I- , ' ' , ~ ~lV , ~ _ . ~ ~I ' . ~ ri4 j . s ~ ~ ` ~ 9"~P^~', . ~I - . ~ ~ ~ ~ ~ j ~ , y ~ ~ . . 4 ~r r ~ 1 9i~ ~ ''1~,a~. `I,i.• ~ ~~II L i:o''«;~ r y ~ 'y , fl Q • '1 i, .f , , ~ „ , tO ~ r _ 1i.r ti~{7 ~r~4 ~;~,~.d . . ; • _ iJ , ` / ~ V6~ 0~ :r ~ + ' ~ ~ • I - / r ~ ' i i!'~~ r , , . iS ~ ~ II ' ~~~'~•~.l~~~~i~~~'~`.~ ~;'~t...,~%~~',~y , il r ~ ~ { , i1 ~'.fL ~ 4- ,:4- i^~.."' -.~~.L~ ~ _ J ~'.__„i._ ~,~~~.._.~.i'L'i:.r_:,~~,~ S , ' ~ ~1.~ ' r''de"',`'. ",It " - 1 + {~'~`''T ~ I---~ ' ° , , „ , . II ~ll 1,' U ' • ~ A ~a ~ ':F~k q" , „G. • ~i ' ` - ' ~ • I~ ' IIw"~'~• • I' : ' If ~ . ~r~~S~ 5 in~ •„5?ai ~ ~ II ~ ~ii~ •t .Q ~ ~.a.r~, w;'' ' :~",;;~'`bq~~`"fA'~+! 1~ ~~4'~,; ~ II , • ` ' ~ ~ • 9 F ~1, ~ y• ~ ~.''~r fi~',hr •`t , ` 1 J ~ ~ ' A4~~~i~. uy rW'~ ~ k~ ~ a~ L,~.,ti. ~ • I q ~ ~~(tT`~ ~ , ~~~~4~y_-..~~" f~: , jfRr'=!^!!•,'~~'~'~~iai',.~+!~.~} =~~~~p~:li~~.f'i'i,~.,' ~ i ° tm~ IF. ~.r~fq • ~ - -~---.:y.,..,_~.:,:., , , , i~ y l~ ~-f ~ SM VfV, lil +I II I! 4~5~ . ~`n ~ ~ ~ • ' , ~~~I • ' I~ ~ U ' . ^o > u ~ ' ~.i~ , ~ , 1 k I~ •t ' , ~ " ~ , , ' ' f • r ~ ! ~J~ • ~ , i~ ~1 ~ iii : ~ , • ~_i , ; f~L/. • 11 't`~ ~,..,h^~r ~.:-~1 ~ 1 . ~ ^ , . • , ~~'•,y , , ~a ' .~t~~ l °s iJJ . .a lTl ~l.i , ~ ' ~ , ~ ''{y a • 4 ~ !a ~ ~ ~ . l' y~ II ~ ~ • es t Ur 'i ~ ~ ;r~. ~ z~ - ~ ' •i ~ -F~- I- SPOFL.L\ E CGL N : ~ . ai•e etrel)e»t p]ices for hu2ltinv 1111_ratai•r ~catei•fowl. ~ Tl~e sili•fare ro)oi•, lti-],en moist, i:i»ges fi•o»n i•ei•~• (3:i~•k (Ca.paL-ilir~- w~it ~ III~r-1 : not. in a~~-oodJaind ~roup or Ul'O«ll t0 ~Jls1cl~. TJie te~tu~•e uf the _lii•fare Jal'er iz ~ el)i- or ~-er~- ~r:~rel]~- ]oaan or silt loa~il. Tl~e :ub~oi) r:))_r= ~ jeMe) in co)or frojn dar~; l.,rONN•n to ~•ello~~-i-h ln•o~~-». Cla~~ :~ncl . lime h~~~e arrtimtilated o» thebotto3ii of the l~el~bles iii tl~e field ~ ~ei'leS ' ]ower subsoil. The depth to the zrai•el subsir,lTlllll 1•an--e-A : froin 3l~ to a5 iilc~lles. murl~ a~ 1(i pei•c•ent of ~ome :►1•~:i~ i e Gnrfie]d series consists of wel)-drained, serere)y ; • e~' ed ~oi)s that f~r~ned iii ~oe~s under ~rass an~ ~mall ~ cQllslsts of Boi1= or PI,oeLe soils oi- of otl~ei• G;11•1•ison soils. sl~ bs. TheSe .:~,;is or~•up~• rinzetops. bnobc, and the up- r):i~ ~oi] i~ ~~me,•; J;:~t esre~~i~-z) ~~i:~;ned ;,~;1 hn~ »>c,cl- )er s]ol~es oii i•olli»n to liillz- up]ands. Thec liai-e a sui-face ~ erateJr rapid 1:►ei•ineabi]itr. It holds about 3 inches <,f of ~i)t th;~t 1--►lai~t; caii use. It- i: ea=~- ro Nv03•k. Faots a • c~l~c To~m :~iicl ~ ~ . uL;.oil of Siltl• rla~--ihat is , ~'ater t-e hard. sric•);i=. aild plasrie. The aiviual l)i•eeipitatioii ~ pene.ti•at.e To Tlie Jarer of sancl. m•ati•e], and robL-Je;to»e:. ls to inche-. nnd the t~i•o-t-fi•ee c~e.n._con is aliout 140 = TJ~e fei•tilirc i~ ~nedi~im. ~iirfnc•e i•iii~ofi~ i= :Jc~~~-. a»c3 t);c~ 1 ^ . . da~-s. ~ hazarcl of erosio» iz zJi_ht. ~ ie_e. ~oils ~i•e i:=eci m~in)~- fai• *rai~l, alitilf~. 111C~ nra~~. ~bout SU l~ei•celit of the ari•eage i_ ct~lTl~'1,ed: The i•ezt i: rfield silt.v clay loam, 0 to 30 percent slopes, sei-ere• r used foi• ni•azinz, z»d as farm_z-ieac?: oi• :u1lurball Jois. li' ode d ('GeC3!.- ~ ~ jio~r of tl;e :~rrea``e i: irri*atec~. Ii•ri~*:~fecl a~•ea_ zre u:ed Tl;i_ ._oil occul:►ies r~~e i~.~rro~r rid~.`ei.ops ior o~-rl~ard fi'17]L~ a>>d ber~•ies: C1U~.J1`''e. corn. c.i]) T:3JU111}. 1i;d t~p~~er S)ol~es o» loessal t~l~la~»1s in the Southezsiei•u . . . . pa of the rounzc. 1lost, r]~►-)e_ ai•e be.z~-ee~i 8 a»d 20 per• ` cucu~l~l,ei•s , relerj•. ~~,d ~qua=1~: ,~he~~, oat~, ~nd l,ai•le~•: a fe,r sinalJ~;ire,>> haz•e s-ol~es of n1oi'E TIlZl1 ~0 percenr. ` 1lfalfa for ha~-: ai)d `ra._ for•~eed ai~d l~a_ru:•e. Dr1'Jai~d 3n .,ome. »arro~~• rJci`Tet.ol)S h:~; e s]ol~es of ]eSs tl;1n 3 per- ; are3s are u:ecl for ~~~~eat. ba?•Jes, and i~ati~-e 1.iL'l)C~7 ;ent. I►epi•e=e»t;1T;,-e pi•ofi)e : T-hei•e iz »o difnrulrr in the use.of ii»cbinerr, bth rJ;e. ~ • Ri•avel is ),ard, on tillage_ iilipleine»t_. -k11 crops elrel)t t<: inrbe~. cia:•n-iu•ur, i~, 1ir.v cil~c cisc )~-,,1i ~ , ~ ~r,.nu,sr ,rrue• . ri;rr : iieurrnl Je~*ui1~e: ~•eSl~c,»d To l~iti•o~►E2l. crol~: I•e.,1oi~d ~o . . . to 3~ incbe:. c~a•~J;-liro~~-n. ~r:~ Si]Zr C:sT, ~elJow~sb-bron-n ~u~fu~•. 1:~0~~01~. Z»d 1~l~o=p1io1•u~. { Cal,:~bilj~~- Lu:~i IIL-_~: ~ilrr <•lor J;,~~~ l~~eloR' e c3el~~i~ Gf iUCi~:s 1',reak~ i~t0 ; LQ:ill~~' 1'~il~;*e sliC'. ]]Ot Ili 3~'OOCii;1l1C~ ~'1'Olll~) p r•:sI2~s 1inrb ic~ 1 i~cbes R~ic~e ~un the~ jr,;o ai~gular t~;arks Gari-ison gra~-ell~• loam, 3 fo?0 pei'Cellt Slopes +G:5;.- i0 21)Cb ;1??C'h-, Cl3c f l;l;r C•Uai ~ LJE 1.:rlr t a:id 31)"l:laT Ti; S0 - - l.~li~C•;:~ : liFaiT:13. li Il~lz 1-111'f:ICR .:11'PI' 30 TO 5 ib' ln-DP1' ,1111~ i~~~1 .1. To 60 ilic•bFp - "F?iott-;~L•-i~" fi:L. hF3-r ~Zilt l031M tir~e.lis 0: CT:11'r:sOll •'7'aS"F~i\' 1011n. 0 i0 :t 1?Ei'CP]]I Slo1)F-. 1►lZlI OTT : i:lii, )U'1~1Ls 1 iC: 2 ?1iC11F~ n•J(iE zZ7(1 IliE'12 l:i'!,- ~D~tt]cr 1~1tK1~s J7lF~C1:U117. :l;lC~ I!1E 21'Gz1411 l1:1Z:12'Ci ;i l?iOCiFI :liE. i0 :li~b P:J:. l)E11:n 1. TJ:~j= zUA 1- iilzE'd 2:1 ni11Ch Tiie ; ;'.:?e %vt1Z' : ; (T:'T te~rur•e of ,.j)e ~-1pper ~~~b.zoiI is Si1;z• r;i:y c-r c]a,•. A-z ^:•~~-el~~- ~c~ ;~~i. C~ :o ~ 1-~erre:,~ ~i~~:~e= c C.~t~~,~~:.:;~- 3i1 ^S !U liEl'Ct''l~ GI S0J~12 i'CU?:s:sI- C~I _~Z~1El1.'t ~1?~ I~ T.G• i- ~•~,;~p :i'o ijG iY-. •~~1~: 'i: ` •r, i.') - . ~ ez Pei•re. cr• P:~)~~1,=F =o:l:. CG ai-i Tison eN- a~~ell~• loam. 0 to S pe•rensope• ~ ~rei S c~il ic~?~ = , ; S j ~ec~ .li3Ci :~Cti~-lr le. It hoicl , ; 1! ! ~,7~ a r1~:~a~~~e1~.;,;c~_•e G 0 l:J('~~~~ Cii Z~1;li ? c: ;c iti~a2i :i i ~i•- 1~ ~~t~ ~r~~~ t:.. . It _ stirn~- l.i es~t- Joa.>;. i; o,~. Fr;•e.~, r-. :~r,cl IiC~ ~);1=i]C ~~'1,iF?1 ~'~E~ . CC~li~FC~liF:i ~1' ' ~ . i)O1L- I E_ = i1 jil ? Ez lI C' f:ie Cttli]~'Z~FCI 1 C I~~ ~;P1' =r. T.'.E' . ''E . . Th?71 1 1';1Thr1' :)Zrr~1Tr,I•;;i-,ne ~c,f C'011iCi:i. vFi l~>r; rSi?'c]~1F. ~~'E';ll' U?: i:^ ^'c' _~z (tC ~E?1FI:';1i10?1 ~'E?'' ClPP~~. ~~iC :E1'i:::~1' j• 1)~2C~3:i371. ]11t1~:.1 ,,i I ile:'C'f'1!I C'i ~G:i'ie i'C):':z:' ~ Cri G:.':E'2• u'.' :~2 ?~~3llG~I t' ~}C~.•:11~ ~eE . ~:~;1Za1'C, ~ GI " = ~ E'1'O'Gll 1; r'G)~r ~l ►'"l} 1~~ . : : i G`Nc l',3?~ ;e~-e,•e. i:~ z ,r0ci ]:I nc? _:•oill.► ~ _)Iore rl~an 95 ~F~~L~e~1t c,f i~e r~•e:,n i: „~)r~; ' J Gai•i•ison N-ei•3• ston~- ]oam. 0 to 20 e:•rEnt slo ~es < < e r,ti-~tea : ~ ~e . P l :t :;;ei• t ~i:~t ~=r~•deC~ FU ~,J7,^,'f;1 CiI' 1`'11F: li liief r1•o :~-'.-Tl- :oi] I~c ~a<;_= lezz ~ ~ z, : ~e r~~. ~G_,~ _ :~1 ?~e~ 1 t1~~.~~: r f1~ `Y . :!i C110PS `1'C»'111 are b;;1')FZ' find CI:'v 1;e1d 1:►F:is. All 17~Z)i:_ <':1)1 11=F. :1))C~ 3I iGG =1G:~' iU Ol.; 1'E_1~0J)(f 20 ~:'ti'.'0~''2)]. =11iF.2' i ~ll Cl ]~~iC:=~~j]O1'll~. (C:3- 11111C)l 1?rl'('r)ii EGf =Glil2 ;t?' Uf GC=^1' ~:l_ C•ui:-' _G 1' :ill)L Tl-e-"):'lUt M 1 r.,UG(Il;il]CI Z7'U-L:1) 01'1'03?ze CliE f zO.1z. :llld :1-z 7]117i'11 :t: I?el'C'eni 1 :.1Cle I) G1 ~ri'1l:a~f„i GUiC?'U»S. D . . „ al Son ,Sel'ieS Tl~:~ =~~:1 1~=FC~ ior «1• ;zi,,n, ~ C:~~~:zl:~~)~,~- S)1S1lk,w 1':1]1`'P tIIH : 3-ivi• ]21 ;l ~TOOCi~:l:iCi !*]'Gli1:► T)_ . . , _ ~7arri_o» =er1es 1: m,icie i~l) of :Gll~e~~~::~t esre~~i ~ e?1• - nYl C11' =i0lit' zp;!~ ii::li iG17::~~C~ 1tllC~ 1' ^'1'.:. ~ ^1 :`t.~- Gili~r.'lzll 7)I:1eC1?ll ie - ` Gleni'Q~e Sel~le$ . :e u1~,1:~Er ~:►~rt ,~~tJi ~-o)caa}ic 1. T.,e~e =oi)_ are o~7 ~;ezrl`~ Jei-el To n:~~~cierate)~- s►eep ~ Ti-,e CT]e»ro~e =erje~ c•.onF~.: z c~i e1l-cl]•:~:>>ec~. nio=~ ~z• i•;~ Z. Ti;E an>>lial re-c~i ~1;;1} „ : • ~•~~3 ' - , _ ~»d i;~ecZ;lur,-; c x T» : c►j)=. Tl~,e=e ;ci: f~~. »>eci 1- I t o . 1 ~ , o _ ii,rl,es ? zi-f)'t'e ~PA;G;I ?z :1~1Ulit !i'.~ C~:7~'z. ~ il'PF= 1'11:1PC1 ~ o . of 1 ' . ' - , : ' ` : • ~ ,e ,;i~•;•,=c»n =er}e. h l(.P=- lnc~ ~-~►)c.~:~»>c~ ~I^.~ti- cre: ^~=•;i,~r,~~- . l,e i~secl l~~r ~~a~•• ~erti- of r~.~,•i ; = 11) _ ;ll►c1 a= f.1i•l;jzfE1:1c1= and =i~l,;,~•~:,;~n )ut` ' oi• =1~~~;~•. T'l;eze =oalz :►re :;F:lr?ti• )e--e] r•e~•- =?~,t- 3a ison gra~~e]]~~ loam 0 t t J pe • : , : . ~ . o ~ percen - S( .~ll]~1~:1~•~"~3'Pl.~~>;,~li)C~)l 11boili ~c -41i@ dU)l'1?];i!)ii =Cr]l )n ihE V:JlPZ' E':1;T Uf S EZ~.: C);I :L: '11i0111 c, , of ~~~c►J;;u;e. ~1oZt -J~,~~pe: ai•e ?.ie;1Tee1~. :~ncl 5 GJe~,r~~~e =c~:l= 7~~c li~~c; f<,r _rni~,. r.e::= ~el;t.~=. e•e>>~. T~e~;l•e.=e~t,::,;~-e 1~~•c,fi)~. :111(l ;>>,ci J*(13- ~~•:izj»~* ' ~ . il'~C1iF~. i-::,,•k. trr:r f~:::i•iF ~•^r~l~; ;.:~:1~ nL'~^" Glenrose silt )oam. J ZO`20 pe]'CEI1t sl(1PF5 .-Tl,:= UCl::E'. ••1::1i:], Z0:1 1~~•~~~;•t f~Jl ^'l:1~'::;~~t } 1~:1:1~ ~:1" P:l=i-~'(.. . ~ ; . J17C'~1P~.17:.'ii`ti;'f~':)).:T::~~Ir 'F"}' ^r' ' • ,...tt'E..~ J1i::?ll : 1)FU.. r(j ~ j • . ' ~ / pre-1_all RATIONAL FORNiULA : PROJECT: H.A.V. Subd. RETURN PERIOD 10-YR 50-YR 100-YR NUMBER: 93-197.8 DESIGN EVENT : s BASIN: Pre-1 DESIGNER: whitman , CASE: Pre-development flow to DW in PRINTED: 09-Jun-95 Snoopy's Addition. SAVED: 1-Jun-95 SHEET: pre-1_all FILE : 3197B T.XLS "C" ARF.A AREAS A*C (ft(T) (Ac. ) 1 Buildings 0.90 2500 0.06 0.052 2 Street 0.90 2900 0.07 0.060 3 Res. Lots, 3+ DI7/GA 0.30 0 0.00 _ 0.000 , 4 Landscaped Areas 0.25 0 0.00 0.000 5 Lawns, 2-10$ slope 0.15 5054 0.12 0.017 . 6 Pasture 0.30 180774 9.15 1.245 Total Area = 9.39 Composite "C" = 0.31 TIME OF CONCENTRATION (minutes) Tc (overland) : Tc (channel) C : reach 3 Ct = 0.15 L(C) = 0 A: reach 1 Z1 = 3 L(A) = 568 Z2 = 3 N(A) ~ 0.4 B= 0 S(A) = 0.054 n = 0.03 s = 0.007 Tc (A) = 9.39 d - 0.00 ' B : re ach 2 L(B) = 0 Tc (C) = 0.00 N(B) = 0.3 S(B) = 0.056 Tc (B) = 0.00 • Tc (sum) = 9.39 min. Tc (calc.)= 9.39 min. Intensity = 2.36 inches/hour ' Q-C-I*A = 3.25 cfs - Qest(C) = 0.00 V = 0.00 , ' ~ " pre-2_all ~ RAT1ONAL F}RMULA I PFkOJECTC H.A.V. Sl1bda rti4.iVR4• P!'.iS1OQ 10-1R 54J-1[Z 104+`SR I■V+'ML[S: 73l177.8 DESIGrT EVF.NT : x BASIN; Pre-2 ~ L7E:SIGNER: whitman CASE: Pre=davelopment flawr to Ad$m.~ Raad PRINTED, 09-Jurr-95 at northwest caFner af plat, SAVED. •1-Jun-95 SI3EET: pre-2_all ~ FILE : 3197~ T,XLS *C" }REA AREAS A*C - . (fta) {Rc.) 1 Buildings 0.90 a 0.00 0.000 , 2 StrBBt 0.90 Boo 0.02 0.017 3 Re$. L0t$, 3# ~/GA 0.30 985EJ0 2.26 0.679 4 Landscaged Areas 0.25 0 0.00 .0.046 5 Lawns, 2-10% slops 0.15 (I 0.00 0.000 6 Pasture 0.30 99171 0.90 0.27€7 Total Area - 3,18 2.28076217 Camposite "C" - 0.30 . TIME OF 00NCENTRATION (minutes) ~ Tc (avazland} 3`c (channel) C : reach 3 Ct ~ 0.15 L(C) ~ Q A : reach 1 Z1 ~ 3 ~ L(A) ~ 479 Z2 = 3 I3(A) ~ 4.4 B - 0 S(A) = 4.428 n, _ ` 4.0 s = 0.010 Tc (A) ~ ]fl .27 d - 0.00 B : reaeh 2 L(B) = 0 Tc (C) _ 0.00 ' N(B) ° 0.3 S(B) D - rc (e) = 0.00 Tc (sum) - 10.27 min. Tc (calc.)= 10.27 min. Intensity = 2.22 incheslhour Q=C-I-A 2.14 cfs Qest (C) - 0.00 V = 0.00 ~ . ' SECTtON 2 "208" AREA REQUIREMEHTS 1 ' 0208" Area Qeqairements R,equirement is to retain the first half inch of rainfall from street surfaces and filter this flow through a biofiltration media (turfl. For this project, only the street runoff which will be controlled by the curbs will be oonsidered. Runoff flowing to the gravel or grassed shoulder of 12th Avenue will not be included. Adams R,oad will not be included in this drainage analysis, as has been agreed to by the, Offce of the Spokane County Engineers. An R.I.D. agreement for the improvement of Adams Road and related drainage facilities on frontage for this development will be a oondition of the plat. _ The required "208" retention volumes are listed on the following pages. ' ' . /..................................1 v iD sef~e e , ~ e,o~,~•• ~,,1d ' `/`~0r0 l . . .Q~'e~ .~a•:.12~".' .~!e . .C~-~e. . _ Po~d. .a .C.. i2.!' ) . . . . . 1 . . . . . . r . . ~ . . . i . . . . ' . . . . . . . . ~ ' `IO 208" LJME- KQp.z3'-10 ~ . ' . . . . . . . . . . . . . . . . . . . . . . . /,Z... (2,M~,~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 7'S ~ . 1 8 ft 3 . , REGD. . Nc~-rE .T}f~rs . P~~ , Y✓i L~ F(.r-~►~ . f~,►' . DEP~ 6" ;zo a': sTB~'~-~ or4c-'~. . T -lsr~ PcW-) . -T. b . . . . . , ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G~tEc-k. Ptr~b . T a E ~ . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . _ . ~ . . ~ . . . . . . . . G~UEr1 I~1~~E~S1oNS. . f3e„ ow, . - S y 25. . . . . . . . . . . . . . . . . . . .5 ti D~. StJ'~P CS CN V ~ W e 1. . . . . . . . . . . . . . . . . . . . . . . . vv F,ri FL'<-,v~ rpUT6 9 ~ S . . . . . . . . . . . . . . . . . . . . . . . ~ _ ~ ~ . ~ ~ . ~ . . . . . cAI,.~.0l~arE~ Ve LUn1E = . . y~~ . . f~r •.o. = yzY.+i2>~ ~,s~. . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . ~ . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . S~ G, L. • yZ J > . . . . . . . ~ . . .C. . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . .r~ z _ . .3 . . . . . . . . . . . ► ,ar- ~ t L; _ ~ . . r. i i ~ J 6~ G'. ~ • . . . . . . . . . . . . . . . . . . . . . . . ? . . ~r.r.? . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . ~r~: : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 .✓E .;f~• ` . . . . . . . . . . . . . . . . . y in_ ~i ' . . . . . . . . . . . . . ~ • ~.ti ~ ' ~ i . . . . . . . . . . . . . . . . . . . . . . ~z %s~ r c ~ . . . ? . . . . . . . . . . . ~ 7.T l": . . . . . "GL'. 1 . . . . . . . . . . . . . ~ ~ . ~ . . ' t . . . . . . . . . . - . . . . . . . . . . . . = .Z'" ~ 1. . . . . ~ . . . n. . . ! i. c- C'L ~^C.~iJ=C. : , . V _ ~ ' . A. D ~?YlC 1,1i-i~h, DR►1G `~E'rr•L:~ rL'. ~ . : ~:C • y ~ ~ ~ {,j . S• C', ( 1 7- 20 F. : ot::"`..h i.re. 'fk r< <►~sc.~ vic„!'•) , Spck 4^e, rS2t);-.?~~ =ti•. r~~''~ ` ~ ' ' i50e) 747-4500 : E..`.: '50E j'4'-..: _3 \ y • J ^ V / ~ . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . « . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . « . . . e . . . . . . . . . . _ . ~ p....~ . . ~'~~I ~ , ~ . 1.i~ ~ ~ ~ . . . . . . . . . . . . ~ . . . . . , . . . . . . _ . . . . . . . . . . . . . . . ~r.'~ . E 11f . I C~ ~ ; { ~~,11+'4 ; ~ ~ . ~:'~''.b'` ~ . . , . . . . . . . , . . . ~ . aI~~ . . . . . , . . , . ~ . . . . . . , . , . . . . . . . . . . , ~0 ~ s . . . , ~ ~j IL- A--F-)Z. Vc-L sv, E.. ~.~~1{~ ~-Se-c-~• ~~~A - -rf~~ ' K'.s~ b•~. ~ " ' ' . . , . . . . . . . . , . . . . ~ . . . . . . . . . . . . . . . . , !Eti+rZ~, . . . . . . . ~ - . . . . . . . . . . . . . . « . . . . . . . . . . , , . . , . . . . . . . . . . . . . . . , I I. . . . , zfF~ ` [~•S ~ Y y , ~ ~ . . . . . . . . `L' 7~ . VO3L.0 m E -7t ~-D } (VI, •5~ 1'~x~ . • - . , . . . . ~ . . . . . . . . . . , • ~ - ~ ~ +1 . . . . . . . . . . . . . . . . 1 f/l f /4 - + ~ . ~ ~ } . ~ ~ + 1 , r t~. l ' 7 ~`Ye ~ t~• r. ' ~ , ! 1 {9~ ~f J ~ 'Y 'yf j 9 Y . _ . . 6 . . .j . 4 + f 1 . . r'; ~ ~~f ~~}L i - ti_ . . . . . • ' ' , . *~,9 ' . . ~ . Y . . « , , . . 1 . . . . . p~~ 14) C~^~t,[~ C!~, , . . . • . , . . . . . . . . . . . . . . . . . . P~) f . ~ { S~ ~ ~j7A , . t~'' ~T+ R ~~C~ , ~ ~ . i~- L . . . . . . . . . . -w :~.~1~ • • . . . . . ~ ,s ~ . , . . . . , . . ~ ~ . . . . . . . . . . . ~tj±, F, C'~6 rop n Z. 37 . . . . , . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . ~ . . ~ . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . ~ . . . . . . . +A ~ y~ ! r A ti L i r~ i A JJ ~ I f`~ 1 ~ r f1~~ l 12~l~ ~ ~r f!4~`;Fy~RK. 1..+. ~ r- ~r~ ~5~~'d~ 5•l~ ~,J`~r ~L•'• ~ , ~i~l 1~.+ ` P f t ~ ` ' i lr ~.-f L~ ~ L I . ~ ~ • . ~ i 1..10 W. FaL:rth A-e. ~ ` ~ ' c; ~ I ; E-D- 01:Cmme, FA fI~ , ~"._k.. _ .J-i~'.J.ti_~ • ~ (5 0 t ) d 4! -4-4'JtJ D.h (50E { ~ - . . . re ~ . . S~o d ~ v ~ ~ . s a r ~o.~ . • . . . . . . . A,r .~a • . ~ PQ,A d ~a .eJ~ 5 tA t .2? RT ' . . . . . . . _ . . . . . . _ . . . . . . 7)_ . . . . . . . . ~g.2-1.9 . = . 3 ~ 9 Z . . 2 . .~i►^~.P~': . . . . . . . . . . . . . . 'r2O , V Q L (iN►.E . REiQUI iD . /4~ FrN.D 39 `f Z.fj L I . . . . . . . . . . . . . . . . . . . . . . . . s. 't ~ , . K'GD. , . . . . A- rc,.X, T b. C PW ~Lt, ST~y . ~.4 Z7 , u) , MftI Go2-D, ST ~ . . . . . . . . . . . . . ~ ~ .rr, .ht. ( M P E~ v~c,,cs . ,~-2 . l~ s . r~rz :Pc?~D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165-~3 . . D S _ . E 1~ b prTt E . FG`t'~ . Z-D ~ . STc~ A; G£ 0 N - `i . . . . . . . . ~ . . . . . Povr). 3107t~i nA .15. 13EL Q-v.l G- V T"rFA. (.ov E.fZ, FLoso e LE V ~ • . . . . . . . . . . . . . . . . . . . . ~,r eo• ~,~c . .c; ►^r~ ?Tc. . E rv~. s.h~ . ~ .nl:~', rc~L .5 ~ . . . S~.rct,f v4'~_ LF. ~ : .r~u.w:~ , -Cs) . . . . . . . . . . . . M , . • . • • : • • • ~ ~ 2. • . • . . • • ~ • • . • • . • • • • . . ►T. . . . . . . . . . . . Lf ' . . . . . . . . ; ~ : z:s s s~. ~ . 1. ; Q ~f. Z . .c : b~~ 3 ~ s ~ ~ : ~ t ,'t' ~,,;~ti,•,~ i: . ; . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . I . . . . . . . . NiE .iZ:' X.~)G.~Z . . . . . . . ~~1 0 it . . . . . . . . . . . . . . . . . . . . . . . . ~ . ~ . ~~G'~. • . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NoTE:. SEE. ,NCr Y.O LL:ni.F-. c'"EGg.s.. . ' = J=t, . . V • ~ ~ / ~ ,D4?fS CLA_r.K, T'\C. 25-1 ' j • J~~G..~_.. , • 1 ' i?2:► T. : ot::~..h fre. `:poL'Lm-e, T4 - ~ = _ - • i , k.~i,r; 7 y 7 -46J: : EJ. = j ; .7. -E:9_3 S- " ~~y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (A re,,>, .-M:... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I1~ o,~ i.. . . . . . . . . ~ P ' . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . ~g. . . . . . . . . y.l . . . . . . . . . . . . . . . . . y2 C?.".~. . . . = . . . . . . ~.~o . . . . . . . . . . . . . . . . . . 10.~ x . . . . . 20~0 ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y ;Ff.t . . . . . . . . . . . . ~08 ~ VotcJM~ fZQ~p . . . . . . . . . . . . . . . . . . . . . . . . . %Z."" x i: X .'~,.cy y ff. 2 . = . 16 g., s . 170. fi~ . Rao. . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~1~~ ~ SEE~ PC,~D 1'II Brn~'S-~RitJ cr c.Ru• SMf.,F-T ft2 VOzOm E GN~F.CK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. A V. 93 - ►9 7 ~ i ~ D~ },~s ~ cL~.F:K, IN c. ~R~►~ . R~CnT ~,~o - s/zs/r? ; A.c ,720 P'. r Ar er e uissl oL•e: t, Y.'A' P8204-1f' .2 , ' , 5~~) 74; -4--S:►O Fi.3: 501Q.1 << <-£9:3 _ J- ~ \ _ . 2-S SECTlflN 3 POST-QEVELOPI~ENT ANALYSIS ~ ' . ~ Posi- Deuelopment Analyals Post-development basins are shown on the Basin Map in the bsck of this report. Basin boundaries were drawn to approximate how the lots may be graded when homes are constructed. The hydraulic flow path used in the calculationa is ehown. The Post- Development Runoff Coefficient for lotted areas is 0.38 cfs for Basins I, II, III, and IV (rolling terrain). The calculation sheet follows this narrative. The 10-year storm was used for all the analysis because the property immediately surrounding the plat is essentially fully developed, and the off»ite basins are very small. Areas I through III contain runoff totally within the plat. Area II collects the majority (at the end of the cul-de•sac on Marigold IZoad) of the on-site street runoff. Pond II is designed to infiltrate the runoff from a 10-year rainfall event with one-half foot of freeboard above the maximum water surface elevation. Any potential overIIow from these basins would be only aft.er a runoff event greater than the design event and would discharge onto the street and curb which is on the west side of Lot 10, Block 2, Snoopy's Addition. An existing double depth drywell intercepts flow from this curb (see last pages of report). Basis IV and . V discharge directly off the development site, SP-700-91 and Snoopy's Addition; respectively. As is shown on the Drainage Map, these flowa oombine in the right-of way in Snoopy's Addition and are directed to the aforementioned double•depth drywell. The combined post-development runoff for Basins IV and V is 1.74 cfs. This is less than the 3.25 cfs runoff rate for the Pre-Development Basin shown on Map 1. This reduction is due in part to the post•development capture of runoff from the pavement on 12th Avenue by the new stormwater facilities in the H.A.V. Addition. This reduction also occurs ind.ividually across both SP-700-91'and Snoopy's Addition. Since approximately half of the pre-development flow rate of 3.25 cfs drains across each of these boundaries, then the post- development runof'f rates of 1.10 cfs and 0.64 cfs are both significant reductions in the post•development condition. Because pre-development flow from the site is greater -than ' post•development tlow and since post•development flow continuea to leave the site as overland flow, development of the H.A.V. aite will be beneficial to down-gradient drainage . conditions. ' ~ . A&C FROJ. NQ. 97--197 H. A. V. HDD T T I ON Runof f Coef f i c i ent Cal cu1 at i on for Tvoi cal Lot.ted Rrea . width dpoth Tvoical lot dims. (ft) : t~~~ 143- Areas "G'' A*C (sa. ft. ) (Ro11 i.na) lanclscaoed 794C) o0 1~ 1191 , i'85 roof area 2650 g(-) dr i vewav 600 c_>. 9c_) 54o wal ks 0.90 225 Total Area Camoosite "C" c_~ 8 11440 Firea. , ficti A*C ' (sq. ft. ) (Hi 1 1 Y) landscaoed 7940 c_ioy0 1588 . r oc,f area ~6'~~c i _ ` . ~ ~ I J.•r~ {.wcJr- i vewav t f.°cl 540 a!. i: 5 250 c_i o 9i ) 2) '2: 5 f Gta1 H!r'ea Lo(T1oo51te "l_:" 1 x4A-i a 0.41 , ~ - _~ric~ 197 - I~ ~ 11 1~1~1 1'_'~1~7G n J!:!Il(': aa ~~l:~l l r, t' 1 I"1 L datr, : 19-Seo"' ?4• ~ 3~ ~ ' dev-I 1 RATIONAL FORMULA : PROJECT: H.A.V. Subd. RETURN P6RIOD 10-YR 50-Yit 100-YR NUMBER: 93 197.8 DESIGiJ EVENT : x- BASIN: Dev-I DESIGTIER: whitman CASE: Post-development flow to Ponds 1-A and 1-B PRINTED: 09-Jun-95 in Basin I. SAVED: 7-Jun-95 SHEET: dev-I 0 • FILE : 3197B T.XLS "C" AREA AREAS A•C (ftQ! (Ac.) 1 Buildings 0.90 0 0.00 0.000 2 Street 0.90 6805 0.16 0.141 3 Res. Lots, 3+ DUlGA 0.38 39369 0.90 0.343 4 Landscaped Areas 0.25 0 0.00 0.000 5 Lawns, 2-108 slope 0.15 0 0.00 0.000 6 Pasture 0.30 0 0.00 0.000 Total Area - 1.06 Cornposlte ^C" a 0.46 TIME OF CONCENTRATION (minutes) Tc (overland) Tc (channel) C : reach 3 Ct = 0.15 L(C) = 360 A: reach 1 Z1 = 36.0 L(A) s 80 22 m 0.2 N(A) - 0.4 B m 4 S(A) = 0.015 n = • 0.014 s ~ 0.013 Tc tA1 = 9.23 d= 0.18 e : reach 2 • L(B) = 0 Tc (C) 2.51 N(B) s 0.3 S(B) = 0 Tc (B) = 0.00 Tc (sum) = 6.74 min. Tc (calc.)= 6.74 min. Intensity = 2.85 inches/hour Q=C*I'A = 1.38 cfs Qest (C) m 1.40 V = 2.39 ~ . 3J3 Q 'VA A r ' dev-I . "208" POND VOLUME NOTE: Assume flowby of entire 10yr Pond Name: lA peak flow to Pond IB, far Imp. Area: 2340 sq.ft. stormwater storage design. Given: Top Length - 29.0 ft. Bot. Length = 25 ft. Top Width = 12.0 ft. Bot. Width = 8 ft. Z m 4.00 runlrise d(tot) = 0.50 ft. 208 Length 29 d(208) ~ 0.50 ft. 208 Width 12 Find: Area(tot)= 398 sq.ft. • Atea(208)= 398 sq.ft. Arealboty= 200 sq.ft. Vol.(tot)= 135 cu.ft. Vol.(206)= 135 cu.ft. Avg.depth= 0.39 ft. widthdiff= O.OU ft. STANDARD "208" REQUIREMENTS - Minimum swale retention volume required = Imp. Area x 0.5" 98 cu.ft. Volume provided: 135 cu.ft. OK! " 2 0 8" POND VOI,UME Pond Name: 1B Imp. Area: 9965 sq.ft. Given: Top Length = 38.0 ft. Bot. Length = 30 ft. Top Width = 18.0 ft. Hot. Width = 10 ft. Z - 4.00 run/rise d(tot) = 1.00 ft. 208 Length 39 d(20B) = 0.50 ft. 208 Width 19 ' Find: Area(tot)a 689 sq.ft. Area(208)= 976 sq.ft. Area(bot)= 300 sq.ft. Vol.(tot)= 479 cu.ft. Vol.(208)= 192 cu.ft. Avg.depth= 0.90 ft. , widthdiff= 2.00 ft. STANDARD "208" REQUIREMENTS - ' Minimum swale tetentfon volurne required a Imp. Area x 0.5" a 186 cu.ft. Volume provided: 192 cu.ft. OK! ' , . . 3 ~ ~ y N ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . y~ . . . . . . . . . . . . . . . . . . . . . . . . . . . t` • . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . ' ~F ~s. ~ . . . . . . . . . . Tr~~~'. c,ff,~~ ' . ~pr~• . . . . . . . . . . . -~w , _ , . . . . . . . . . . . . . ~ ► ' . . Av~-R .Li~sf ' G . . ~ . . . . . GU E ~tt:sE B:~_.. . . . . . . • • 1_ j, : 'rl ~ . . . . S"aPE O.S . . . . . . . .Rt.~s~,,,~a . . Z„ t,~Ff~.ESf;ON • '-rrttir~~-~„~. . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . ~ 0 F . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . f~. CF~.-~Z ~1.1! ET , AT NC-Rh\l GJ Li iJC E L.E V•. . . . . . . . . pf- ti1..cT ~PC~~~r:c~ . • , . . G.• . . . . . . E- fq D. OF .1ZP•.~~5,~' ~,014 ~.~J""~,~'< '.►~~E Mf.GT~ ,tJrrnh°r` . . . . . . . . . . . . . . . . . . . . . . . . . G'~ ~ ~ N E . i . . . . . rv1 o F ,.✓u 13t.L 670 . . . . . . c~.~ . . . . . . . . . . . J ►v"C 1-4 : . . . . . . . ~ . . . . ~cRr~l., . . . . . . . ~ T EL EV. p' ?0I.!4 r- ~ . 1 . . . . . . . u'r~R 1 ' ppjrl s't .r,. _ . . _ • _ __.d.._.--- -'i- - . ' ~ i. __r.. ~_....CrT>T.0. C'- 0.s, ----~FT~177~ ! . . AVE . . . . . i . . . oo s8 fo g ; . . . . . ~ sra ~f+oR.?9. , !-T. 2.a7s; 9~ i oZ G 46 c. C PONA i ik) zo-7b~q8 - 3'C.o . . . . . . . . . . . . . . . .l . . . . . . . . . . . . . . . . . . . . . . . . G, . ? p`!~ •.8 . _ . . . . . . . . . . . . . . . . . - _n17 . . . . . . . . . . . . . . . . . . ~ . . . . . . . . \ . . . . . . / 1 . 4DA.MS & CLARK, 1NC. r'I:OJECT: 9 3-~ I°17 _ 8 No. 172(1 W. Fc~urth A~te. ~LBj~CT: C-AtG. 0-F Qr,N ~ 6 0;7~~ n~ A~. ~ (NLEr o~! ,a~N Tl► [J c► 0~1~ G-1~£ t''A ~~9'_t►~-17(~? . S},C,kane, (509) 747-4:4,0:' F.4X t:;(Ya} 747-8913 cA !.c rY: MJ A,J CHFCF:ED BY: , D.^-.TE: G SHEE1' C►F ~ - . 3-~fb ~ dev-I BOWSTRING CALCULATION FOR DESIGN STORM EVENT Total Area (calc.) 1.06 acres Tirt►e of Conc. (calc.) 6.74 min. CompOSlte "C" (calC.) 0.46 Volume Provided (cu. ft.) "208": 192 storm (tot): 479 surface: 479 u/g: 0 Outflow (cfs) infiltration thru sod: 0.002 cfs 1.00 cfs Drywells: Area * C" Factot 0.48 Single 0 Double 1 01 12 13 /4 N5 16 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*li3) (Outf.*ii2) (Y5-116) 6.74 404.31 2.85 1.38 748 405.33 343 5 300 3.18 1.54 619 300.75 318 10 600 2.24 1.08 800 601.50 198 15 900 1.77 0.86 889 698.76 190 20 1200 1.45 0.70 939 749.39 189 25 1500 1.21 0.59 ' 959 770.47 189 30 1800 1.04 0.50 975 787.50 188 . 35 2100 0.91 0.94 986 798.98 187 40 2400 0.82 0.40 1007 820.83 186 45 2700 0.79 0.36 1016 830.78 166 ' 50 3000 0.68 0.33 1033 847.86 185 55 3300 0.64 0.31 1065 880.80 184 60 3600 0.61 0.30 1104 920.21 183 65 3900 0.60 0.29 1173 990.00 183 70 4200 0.58 0.28 1218 1035.89 182 75 4500 0.56 0.27 1257 1075.96 181 80 4600 0.53 0.26 1267 1086.34 180 85 5100 0.52 0.25 1318 1138.70 180 90 5400 0.50 0.24 1340 1161.35 179 95 5700 0.49 0.24 1385 1206.45 178 100 6000 0.98 0.23 1426 1298.64 177 , STORAGE REQUIREMENTS - DESIGN STORM . • Maximum stocage required by Bowstring = 393 cu.ft. , provided: 479 cu.ft. OK! , Number and type of Drywells Required a 0 Single 1 Double , r 3 vm z~ . N ~ O C JANUARY 1951 ~ 2 ~ a O ~r o~ HEIGHT OF OPENING (h) IN FEET ~ - m r _ • iu • - D(1 u N M W ♦ P 01 y O ID O y ~j l r 0 u + u u u u V ~ ao ~ o - N 3 ,0 rA z . . / q H , . ~ / A (p-i•38c~`s) L= 3~-t 2 a b ~ Z O O m O 0 CAPACITY PER. FOOT OF LENGTIi OF OPENING m ~\(Q/L) 11 CFS PER FOOT 2 G~ ~ z o . \ ~ - ~ -1 -1 Z ;u m _ o 0 0- \ o N ~ m D IA N + ' ~ m Fa O 0m ~ ~ ~ i s ~ n Z m 0 N~ , . z y< , / . i. OD N D D . . 4 C, ~ D \ s . ~ 0 Gl ~ -i C = - • ~r ` tti m 0 O -n t y z n RATIO OF DEPTH OF WATER AT OPENING'" f j 6 HEIGNT OF OPENING (H/h) N FT./FT. c ~ . (n~ ~ . . ~ ~ 0 u N N {rl ♦ ~ In 0~I m ~p _ • ' ' " O - u j O u N~ + u ~ v N , 0• `12 -a H- O,~Z x 8~N~~s • 33` ~nc~, w (ic. I%,bove ~ ~ ~ . dev-II RATIONAL PORMULA : PROJECT: H.A.V. Subd. RETURN PERIOD 10-YR 50-YR 100-YR NUMBER: 93-197.8 DESIGN EVENT : x BASIN: Dev-II DESIGNER: whitman CASE: Post-development flow to Ponds 2-A, 2-8 and 2-C pRINTED: 09-Jun-95 in Basin II, using total area. SAVED; 8-Jun-95 SHEET: dev-II FILE : 3197B T.XLS "C" AREA AREAS A•C ( ft[P) (Ac. ) 1 euildings 0.90 0 0.00 0.000 2 Street 0.90 19816 0.39 0.306 3 Res. Lots, 3+ DU/GA' " 0.38 54009 1.24 0.471 4 Landscaped Areas 0.25 0 0.00 0.000 5 Lawns, 2-10% slope 0.15 0 0.00 0.000 6 Pasture 0.30 0 0.00 0.000 Total Area ~ 1.58 Composlte "C" ~ . 0.49 TIME OE' COPlCENTRATION (minutes) Tc (overland) Tc (channel) C : reach 3 Ct = 0.15 L(C) = 265 A: reach 1 Z1 = 36 • L(A) ~ 175 Z2 - 0.2 N(A) = 0.4 B = 0 S(A) = 0.025 n = 0.014 s = 0.097 Tc (A) = 5.80 d= 0.17 B : reach 2 L(B) a 0 Tc (C) = 1.02 N(B) = 0.3 ' S(B) = 0 Tc (B) = 0.00 Tc (sum) = 6.82 min. • Tc (calc,)= 6.82 min. Intensity = 2.89 inches/hour Q=C#I*A = 2.21 cfs Qest(C) = 2.22 V = 4.34 ' 3 - ~ . . ~ ~ . . . . . . . . . . . . . . j . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W~ . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . ~ . . . . ~~►ss., . . . . . . . . . . . . . . !T'~'+K. , . oPEnf~N~ (ioT'TOM• ~ . . . . . . . . . . . . -ra? oF c.ORB~ r - 1! : _ - 1~- . . . . . ~ ~ S. . • ~ . W/.Z. . J W/2 . . . . . . . . i . . . V • • ~ '~7r.A1Jl1,. (sVjTfj(L LI►JC i ' ' e_. . . . . . . . . . ~ A ~ c- . . ~ - . . , G . . . . . . . . . . . i•s' -1~ w . . . . . . . . . .~.~,rs~~tr~►~ • . Z„ Dcp(1.CI'SION • ''fRnn15~Ti~~. . , . . . . . . . . . . . . . . T_~ . . ~ . r - . . _ . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . 1v► . 0 F . . . . ?o!r.lT . . . . . . . . . . . . . . . . ' . . . . . . ~~~~~u.~~ ,?G?~~, . . . .A.. . Cr-:-EA rjF tNLF-T , AT NCRMAL CT0 TT'ER l.t►JE EL.ENJ~. . . . . . . . . . . . . Ex . D3WV)frRiR'?IEtJi rE.jIp p` 1tj(-ET ppErjlucr * kY _t)F.PRES%* ,~i'.,EU.. . . . . . G~ . . . 1~ . . . ~t'~tD. OF . CrvT'i~.(k , 'f,R P . ~S . 17 ~ PN, C vJ""'ER L.►►J E. .MErTS t•~~(:n~PrL . . . T'EiC l~i ►~.E • ~ . . . . . . . . . . . . . 1 . . ' . . . . . . . . GU :,.Za~~. s ttOvL.- D BtLCW . . . . . . G.. . . . . . . . . . . . C-tv"F-N . ~ . . . . . . . . . . . . tq o.Rif,h-c,., } ~►N . . . . . . , AT GuTT~~ , ELEV. P,"~ PGItJi. ~ . . . . . . . . . . . 1N L-ET . F-tLU . IN~~r a~t ~o1r~T ''A' s.~°E . ; ; . 14 ~c.~, rF . . ~ CFT) To.c. - o.s' CFTI FT~ !'rC'N D tv1 "1(rptrD , f-D. . . . . . . • . . . . . . . . . . . ~.~G► 2ob~,Oln ST6 4~'T f' LT• . Z..o~6,.8 I 4~0~~32. Z,oG ~ Po~tDS z.A r Zg) . , A.. (aI s-~'A k_~> p..,- . ~o7. . . . . . . . . . + ~ r-~ • `i ~ u. ~p ~6 • 8.7 3' ~ . oc.~ z) 7 . . . . . . . . . . . . . . . . . . . ° : . • . . . " ?0~aG,. Sh , . . . . . . . . . . . . . . . . . . . . G. . Z.oc~. 9-1 o,C 8 .2j 2.0G(n . ~ . . . . . . . . . . . . . . ~ . ~ ADAM S& CLARK, INC. r- r:oIECr: N~ A• No 93"M, 8 1720 W. Fourth Ave. SUEiJECT: C-RtG. C'~ PrrNa 60-ITbM PLEV. Spokane, INTA 99204-1702 tNL#,rT c) N C aNTt N1) Ous GzPrDjE AC(509) 7474600 FAX (509) 747-8913 CALC. GY: wW CHECKED Bl': DATE: 7 SHEET OF J 3-8b dev-II ' - "208" POND VOLUME NdfE: Assume flowby of entire 10yr Pond Name: 2A (28 has same dimenaions) peak flow to Pond IIC, for 'Imp. Area: 3942 sq.ft. stonnwater storage design. Given: Top Length a 23.0 ft. Bot. Length a 20 ft. Top Width a 18.0 ft. Bot. Width - 15 ft. ' Z • 3.00 run/riae d(tot) - 0.50 ft. 208 Length 23 d(208) ~ 0.50 ft. 208 Flidth 18 Find: Area(tot)a 414 sq.ft. Area(208)= 414 sq.ft. Area(bot)- 300 sq.ft. Vol.(tot)a 178 cu.ft. . Vol.(208)= 178 cu.ft. Avg.deptha 0.43 ft. widthdiff- 0.00 ft. STANDARD °208" REQUIREMENTS - Minimum swale retention volume required ~ Imp. Area x 0.5° a 164 cu.ft. . Volume provided: 178 cu.ft. OKi ' "208" POND VOLLIME NOTE: Assume flawby of entire 10yr Pond Name: 2B peak flow to Pond IIC, for Imp. Area: 3942 sq.ft. . stormwater storage design. ' Given: Top Length = 23.0 ft. Bot. Length ~ 20 ft. Top Width = 18.0 ft. Bot. Width 15 ft. Z o 3.00 run/rise d(tot) = 0.50 ft. 208 Length 23 d(208) m 0.50 ft. 208 Width 18 Find: Area(tot)= 414 sq.ft. Area(208)= 414 sq.ft. ' Area(bot)= 300 sq.ft. Vol.(tot)= 178 cu.ft. Vol.(208)= 178 cu.ft. Avg.depth= 0.43 ft. widthdiff= 0.00 ft. STANDARD "208" REQUIREMENTS - Minimum swale retention volume required a Imp. Area x 0.5" = 164 cu.ft. Volume provided: 178 cu.ft. OK! , 0208^ POND VOLUME Pond Name: 2C Imp. Area: 6932 sq.ft. Given: Top Length - 59.5 ft. Bot. Length - 47.5 ft. Top Width - 25.0 ft. Bot. Width = 13 ft. Z = 3.00 run/rise d(tot) = 2.00 ft. 208 Length 50.5 d(208) = 0.50 ft. 208 Width 16 Find: Area(tot)= 1488 sq.ft. Area(208)= 808 sq.ft. Area(bot)= 618 sq.ft. Vol.(tot)= 2042 cu.ft. Vol.(208)= 355 cu.ft. Avg.depth- 0.44 ft. widthdiff= 9.50 ft. STANDARD "208" REQUIREMENTS - Minimum swale retention volume required = Imp. Area x 0.5" 289 cu.ft. Volume provided: 355 cu.ft. OK! . ~ , ctev-II BOWSTRING CALCULATION FOR DESIGN STORM EVENT Total Area (calc.) 1.58 acres Time of Conc. (calc.) 6.82 min. Composite "C'• (calc.) 0.49 Volume Provided (cu. ft.) "208": 355 stonn (tot): 2042 surface: 2042 u/g: 0 Outflow (cfs) lnfiltration thru sod: 0.005 cfs 1.00 cfs Drywells: Area + C" Pactor 0.78 Single 0 Double 1 #1 02 N3 YA #5 116 g7 Time T1me Intensity Q dev. V in V ouC Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (11*60) (A*C*#3) (Outf.•Y2) (05-N6) 6.82 909.28 2.84 2.21 1210 411.39 798 5 300 3.18 2.47 994 301.54 692 10 600 2.24 1.74 1287 603.09 , 684 15 900 1.77 1.38 1430 904.63 525 20 1200 1.45 1.13 1509 1160.14 349 25 1500 1.21 0.94 1542 1194.02 348 30 1800 1.04 0.81 1568 1221.48 346 35 2100 0.91 0.71 1584 1239.28 345 40 2400 0.82 0.64 1618 1275.39 343 45 2700 0.74 0.58 1633 1291.60 341 50 3000 0.68 0.53 1659 1319.30 340 55 3300 0.69 0.50 1711 1372.48 338 60 3600 0.61 0.47 1773 1436.07 337 65 3900 0.60 0.47 1889 1598.46 335 70 4200 0.58 0.95 1956 1622.96 334 75 4500 0.56 0.44 2019 1687.13 332 80 9800 0.53 0.41 2035 1704.08 331 85 5100 0.52 0.40 2118 1788.49 329 90 5400 0.50 0.39 2153 1825.18 328 95 5700 0.99 0.38 2224 1897.93 326 100 6000 0.98 0.37 2290 1966.01 324 ` STORAGE REQlIIREMENTS - DESIGN STORM Maximurn storage required by Bowstrinq = 798 cu.ft. . provided: 2042 cu.ft. OK! Number and type of Drywells Required a 0 Single 1 Double ' 3--~ . . . ~ nm << A N ~ - P • z c JANUARY 1951 o~ IiEIGIiT OF OPENING (h) IN FEET ~ c m Z a A u N V w . ~ U Oi y d 10 p z a -4 O - V N N ur ~ ♦ u 0~1 O N N ~ ~ u ~ lA V p ~ 1t v lJ~~ ~ O ~ IN z ~ ~ ~ . ~ 1 . ` m ~ ~ . j-~•'' - - ~ / Il rp ~ : W d ~ Z. n 2•Z( z (L - 3 N-4 f. 00 (D CAPACITY , PER FOOT OF LENGTII OF OPENING \\(a/L) IN7CF 1~ PER FOOT . ~ ~ m m Z c) ~ o Z~J U a. - N ~ m G) -v o : ~ i ~ I , ( ► I ~ l~l~i,l ~ , ~ D I z ~ ~ \yu . Z V'S r -n D U) ~ y< . ~ v 0 -1 u \ S ~ o , ~ -u 0 0 Z flAT10 OF OEPTII -4 OF WATER I1T OPENING TO tIEtG11T OF OPENING (fl/h) IN FT/FT. ~ ~ P p v,, N I • o u N u a ~ u' ~a OD io _ u N N w ~ u _ HA, o S8 :o.sak B"•=y.6 ' ~ H ~ 2'` d PTr~ss,, ~ - Z 6•, wbcrvt ~,~•t~~ ~.r ~ ~h( ~ dev-III RATIONAL FORMULA : PROJECT: H.A.V. Subd. RETURN PERIOD 10-YR 50-YR 100-YR NUMBER: 93-197.8 ' DESIGlJ EVENT : X BASIN: Dev-III DESIGlJER: whitman CASE: Post-development floti+ to Pond 3 PRINTED: 09-Jun-95 in Basin III. SAVED: 8-Jun-95 SHEET: dev-IIY E'ILE : 31978 T.XLS ^C" AREA AREAS A*C ! (ftQ) (Ac.) I Buildings 0.90 0 0.00 0.000 2 Street 0.90 4044 0.09 0.084 3 Res. Lots, 3+ DU/GA 0.38 8153 0.19 0.071 4 Landscaped Areas 0.25 0 0.00 0.000 5 Lawns, 2-108 slope 0.15 0 0.00 0.000 6 Pasture 0.30 0 0.00 0.000 Total Area = 0.28 Composlte "C" ~ 0.55 TIME OP CONCENTRATION (minutes) Tc (overland) Tc (channel) C : reach 3 Ct ~ 0.15 L(C) ~ 130 A: reach 1 Z1 = 36 • L(A) a 25 Z2 = 0.2 N (A) = 0.4 B = 0 S(A) = 0.010 n = 0.019 s ~ 0.013 TC (A) = 2.38 d = 0.12 B : reach 2 L(H) = 0 Tc (C) a 1.18 N(B) = 0.3 S(B) ° 0 Tc (H) = 0.00 Tc (sum) = 3.56 min. Tc (calc.)= 5.00 min. Intensity = 3.18 inches/hour ' Q=C*I*A = 0.99 cfs . Qest(C) = 0.49 V ~ 1.83 , 3-! dev-III *ZOa" POND VOLUME Pond Name: 3 Imp. Area: 9044 sq.ft. Given: Top Length = 28.0 ft. 8ot. Length = 22 ft. Top Width = 21.0 ft. Bot. Width = 15 ft. Z 3.00 run/rise d(tot) = 1.00 ft. 208 Length 25 d(208) ~ 0.50 ft. 208 Width 18 Find: Area(tot)s. 588 sq.ft. Area(208)- 450 sq.ft. Area(bot)= 330 sq.ft. Vol.(tot)= 453 cu.ft. Vol.(208)= 194 cu.ft. Avq.depth= 0.43 ft. widthdiff= 1.50 ft. STANDARD "208" REQUIREMENTS Minimum swale retention volume required = Imp. Area x 0.5" _ • 169 cu.ft. Volume provided: 194 cu.ft. OK! ' 1 ' ' ' 3- 12 dev-III , BOWSTRING CJ1►LCULATION FOR DESIGN STORM EVENT ' Total Area (calc.) 0.28 acres Time of Conc. (calc.) 5.00 min. Composite "C" (calc.) 0.55 Volume Provided (cu. ft.) "208": 194 storm (tot): 453 surface: 453 u/g: 0 Outflow (cfs) infiltration thru soi: 0.003 cfs 0.30 cfs Drywells: Area * C" Factor 0.15 Single 1 Double 0 N1 12 . 03 04 05 06 17 Time Time Intensity Q dev. V in V out Storaqe • Inc. Inc. (min.) (sec.) (in.lhr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C•N3) (Outf.+#t2) (15-96) 5.00 300.00 3.18 0.49 198 4.33 193 5 300 3.18 0.49 198 4.33 193 10 600 2.24 0.35 243 50.65 193 15 900 1.77 0.27 274 82.57 192 20 1200 1.45 0.22 ' 292 101.09 191 25 1500 1.21 0.19 ' 300 109.72 190 30 1800 1.09 0.16 306 116.68 189 35 2100 0.91 0.14 310 121.49 188 40 2400 0.82 0.13 317 129.71 188 45 2700 0.74 0.11 321 133.92 187 . 50 3000 0.68 0.11 326 140.29 186 55 3300 0.69 0.10 ' 337 151.62 . 185 60 3600 0.61 0.09 399 164.96 184 , 65 3900 0.60 0.09 371 167.91 184 70 4200 0.58 0.09 386 203.26 183 75 4500 0.56 0.09 399 216.77 182 80 4800 0.53 0.08 402 220.83 181 85 5100 0.52 0.08 418 238.20 180 90 5900 0.50 0.08 426 296.14 179 95 5700 0.99 0.08 440 261.19 179 100 6000 0.48 0.07 453 275.31 178 ~ STORAGE REQUIREMENTS - DESIGN STORM Maximum storage required by Bowstring = 193 cu.ft. provided: 453 cu.ft. OK! Number and type of Drywells Required = 1 Single 0 Double • ' ' 3M13 e t~3A$1N T~QE i ~ ~o Poi~ YJ~ 1~5~ ~8 io = -~s ' SVMP ~oNfliT1~tJ ArT ~ 1 ~ Q 0•49 c s i R~st~ LT ; Fo,r L = 2 ft , ~I~w k+'.py1^ = z = 0-19 • oK c - ' o.a a.'A c~~ ,he e ia 3 10 . 6 .e ~ ~ 9 ' • 4 2 ~ • .7 . U. G.~U~r~ • ~ e ~ I.S ~ . . LL. .6 0 2 ? 7 \ 0 LL - 4-0 cr. a G\ I/~ ~ I.0 \ I = .s s V) 1.0 ~ ~ U. f V .8 0 / ~ ~ ~C s.s \ 2 z 'e .e i 2 N a .7 N O ~ ` d ~~.4 U. W 0 I. 3 ~ i. '6 t~J ~ . lA. ~ Z Z ln✓~N W . • W . ~ 00 4 ~ 2 \ 2 O _ X O ~ I Z . 3 U. ~ N Z 3.5 ~ i ~ Z O O i~/' w _ „ z oa 0 U. W ~ ~ -1 A tL . 0 6 Q . 3 1 ~ 1- O • _ ~ FIND: W o.za ~ ~ _ • ~ o .04 3 .ZS G z.s .2 m LA. I$ v . a O = 6- . ~ .02 .2 = F" W O U • ° 1 a U. ' O Q U .is .oi . ° .is a cr. ~ L ' . : :~i-....:,:y,.... ...::w • }•~_•a•:. . . ' NT. H • CURB n ~ LOCLIL DEPRESSION (oS ~ Q . Q • . ~ ~ r 1.2 NOMOGRAPH FOR CAPACITY OF CURB ~ OPENING INLETS AT LOW POINTS BUREAU Of PUBLtC a0A0S OIVISION TWO, WASHINGTON, .D.G. FIGURE 17 6-41 ~ . 3-iq dev-IV RRTIONAL F'C7RM[]ZA : PRt]tTECT: H.A.V. Subd. RETURN PERIOB 10-YR 50-YR 100-7fR AIC7NiBER: 93-197.8 DEsIaN EvENr : x aAsiN: IV aEszGNER: wnitm$n CA.SE: Post-development flow to Snoopy*s Additi.on PR7NTED: 09-.Tun-95 ~ across 5p-700-91. SAVEDt 1yJun-95 SHEET: ciav=IV - { EILE : 31378 T.XI,.S "C" 1REA ARF.AS A#C - ift[T) (Ac.) 1Buildings 0.90 0 0.00 01000 2 Straet 0.90 0 0.00 0.000 3Res. Lnts, 3+ DUIGP► 0.30 34898 0.84 0.304 4 Landscaped Rreas 0,25 a 0.00 0,000 ' 5 T,ar+ns, 2-10% slape 0.15 0 0.00 0.000 29185 6 Pasture • 0.30 Q 0.00 0.000 ' ' - Total Rrea ° VaVll Compos.i+te "C" = 0.38 TIME OF CONCENTRATTON (minutes) Tc (averland) Tc (pand 1 + chn'l) C : reach 3-4 Ct ° 0.15 L(C) = p A : reach 1 Z1 ~ 5 L(A) 459 ZL ° 5 N(A) ° 0.4 B - 1 S(A) ° 0.040 n ; 0r.03 S m 0.007 ' Tc (A) - 8.51 d ~ 0.00 H : reach 2 ` L(B) = 0 Tc (C) = 0.00 N(B) ~ 0.3 J(37) 0.056 Tc (B) ° 0.00 Tc (sum) a 8.51 min. Tc (calc.)= $.51 min. Intensity = 3.61 inches Jhaur Q=C*z*P► - 1.10 cfs ~ Qest(c) ~ 0,DO ' . v = o.a1 ~ dev-V RATIONAL FORMULA : . PROJECT: H.A.V: Subd. RETURN PERIOD 10-YR 50-YR 100-YR NUMHER: 93-197.8 DESIGN EVENT : Y BASIN: V - DESIGNER: whitman CASE: Post-development flow to Snoopy's Addition PRINTED: 09-Jun-95 across south boundary of " " . SAVED: 8-Jun-95 SHEET: dev-V • FILE : 31978 T.XLS "C" AREA RREAS • A*C (ft[3) (Ac. ) 1 Buildings 0.90 •4900 " 0.11 '0.101 ' 2 Street 0.90 0 0.00 0.000 3 Res. Lots, 3+ DU/GA 0.30 0 0.00 0.000 9 Landscaped Areas 0.25 0 0.00 0.000 5 Lawns, 2-10$ slope 0.15 33229 0.76 0.119 6 Pasture 0.30 5000 0.11 0.034 Total Area = 0.99 , Composite "C" ~ 0.25 TIME OF CONCENTRATION ,(minutes) Tc (overland) Tc (channel) C : reach 3 Ct = 0.15 L(C) = 0 A: reach 1 Z1 = 3 L(A) = 500 . Z2 = 3 N(A) = 0.4 B= 0 S(A) = 0.060 n = 0.03 s = 0.000 Tc (A) = 8.38 d m 0.00 • B : reach 2 L(B) 0 Tc (C) ~ 0.00 N(B) = 0.3 S (B) _ 0 Tc (8) = 0.00 Tc (sum) - 8.38 min. Tc (calc.)= 8.38 min. Intensity = 2.59 inches/hour {=C*I*A = 0.64 cfs Qest(C) ~ 0.00 v = 0.00 ' 3 -1to dev-VI RATIONAL FORMULA : PROJECT: H.A.V. Subd. RETURN PERIOD 10-YR 50-YR 100-YR NUMIDER: 93-197.8 DESIGN EVENT s x BASIN: VI DESIGNER: whitman CASE: Post-development flow to Adam's Road PRINTED: 09-Jun-95 at northwest corner of H.A.V. SAVEDa 8-Jun-95 SHEET: dev-VI FILE : 31978 T.XLS "C" AREA AREAS A*C (ft[z) (Ac.) 1 Buildinqs 0.90 0 0.00 0.000 2 Street 0.90 800 0.02 0.017 , 3 Res. Lots, 3+ DU/GA 0.30 111350 2.56 0.767 4 Landscaped Areas 0.25 • 0 0.00 0.000 5 Lawns, 2-108 slope 0.15 14610 0.34 . 0.050 6 Pasture 0.30 0 0.00 0.000 Total Area = 2.91 COmposite "C" ~ 0.29 TIME OF CONCENTRATION (minutes) Tc (overland) Tc (channel) C : reach 3 Ct = 0.15 L(C) = 4 A: reach 1 Z1 = 3 L(A) = 979 Z2 = 3 N(A) = 0.4 ' B= 0 S(A)• = 0.028 n = 0.03 $ ° 0.008 Tc (A) ~ 10.27 d = 0.00 B : reach 2 L(B) = 0 Tc (C) ~ 0.00 N(B) = 0.3 S(B) 0 . . Tc (B) ~ 0.00 Tc (sum) = 10.27 min. ' Tc (calc.)= 10.27 min. Intensity = 2.22 inches/hour , (--C*I*A - 1.85 cfs ' Qest(C) = 0.00 V = 0.01 3-17 ~ ~ r ' , I ~ 5 1 ~ ' .F " ' , . r ~p~5~i~ ~g' p . , , , r ~ ,r . ` ' ~ 1 . . , ` ~ ~ . ~ • ~ ,~'}y Y ~ I j.y, Y 1~ ~ ~ ` t4. , i ,~Y ~~il~ y', .k ' ~ , . ~ . - . ~ ' 9 . ~ . tiy... ~ ' ~r . G Ff ~ . , . ~ 4 . . ~ I ~ i~~ ~ p . ~ ~ , . ~ ~ Y , { 4 + . ~r ~ ,`f~ ~ ~ ~`Y, ~'1~. ,t ~ + 1,, i . ~ 'N ~ i y4 , 4' * ° fd i ~~~t ~ ~ ~ ~r . I ~~4'. ~ 4 . . , . . r , W ~ r'~* y., ~l~ ' `e ' S f ` ' ' . 1 , - ~ ~i . ~.,,~i r!~ ' ! • ~ . . . . ~ - ' f r' . ~ ! iy)/ `ir l Rf ~ ~ E 4r r l l } R ~ . 4 • . ~ , , .i,y"'~ . , r~ ~ y • ,s.. ~ `,Yr` /J . ' ' 1~Y ' , i . ~i . ~ . . ~ ' . • ~ ~~~6~y~, .~J "I~' . 1 .a. , . ~ . ~ . ~ ~ , - i ~ . ~ ~ ~r.+,. ~ - , r E ~I ~~I ~ ~ , „ ~ ~4~ D ~(Y A ~ f~ 4I , .~~T ~ ~ . . ~ ~ . ~ #e . ._n . ~ - • ' t, ' r . ` + r . r I +j , ~ 'F ~ 1 ~ " ~ 1 , , ~ , t ~ , ^~.y ' , ' ' ~ ~ ' ~ , 1 ~ , ~ ~ u - , f 4 , ~ • ~ 1~ ~ ~s Yr ~ ~ . , . ~ y ~yr~y y J.i A 1' ~ ~ ~ r .~~y ~ T'. ~ i ` . ~ ~ . 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ADDITION ~ I 1720 W. 4tA Ave. Job No.: 93-197.8 ~ I Spokane, WA 99204 D1ac.No.s ~ I (509) 747-4600 ' File Name: • - ~~~~~~~~~r~ - - - - -----a • I . ~ TYPICAL 3ECTION DATA OATEs 14-Jun-95 ~I Roadaay half width ENTEFt--> 18 Designed by: SJ3 TIME: 208 PH Y ~ Roed Neme ENTER--> 12TN AVENUE Checked Byt DMS ~ Lett or Riqht ENTER--> Left I I Curb Type TYPE B COUNTY ( I I Station Interval ENTER-•> Varies ~ - m a-- m - --r---w-~ - ~ ~~~r~~~~~~ ~ ~~n~~~ ~ • ~~~~n~~ I ( I I ( DISTANCE SLOPE I I DI3TANCE I TOP I TOP ~ D E S I G N I I ~ 1 SIAPE ~ CENTER- ~ CENTER- ~ / SLOPE I fitOM ~ CURB ( CURB I---------- - I I I I Of EDGE OF ~ LINE ~ LINE I OF ~ EDGE ~(-1.51 ~(-2,01 ~ SELECTED ~ EDGE PJ1YE I TOP I I I CENTERLINE- ~ CENTER PAVEMENT ~ TO EDGE ~ TO EDGE ~ EDGE ~ PAVEMENT ~ FROM E/P FROM E/P TOP CURB I TO GUTTEEt ~ CUPB ( ~ STATION ~ ELEVATION ( LINE ELEVATION ~ PAVEMENT ~ PAVEMENT ~ PAVEMENT ( TO CURB ~ CURB HGT) ~ CURB HGT) ~ ELEV ~ 1 GMDE ~ 1 GMDE ~ I ---v- Wrrft - - - ~ - - --NWm__Wwft • I* 342.19 ~ 76.89 I 76.46 ~ 10.0 ~ 4.10 I I 8.00 ( 76.560 ~ 76.730 ~ 16.510 ~ 4.390 I+ 361.19 ~ 76.93 ~ 0.16 16.52 ~ 10.0 ~ 1.10 ~ 0.16 ~ 8.00 ~ 76,600 ~ 76.770 ~ 76.100 ~ 3.010 ~ 0.52 ~ I 405.14 ~ 77.21 ~ 0.74 71.25 ~ 10.0 ~ -0.10 ( 1.92 I 8.00 ~ 71.330 ~ 77.500 ~ 17.160 ( 2.550 ~ 2.00 ~ I 417.14 ~ 77.26 ( 0.41 76.84 ~ 10.0 ~ 1.20 ( -3.40 ~ 6.00 ( 76.920 ~ 17.000 ~ 76.930 ~ 4.390 I -4.40 ~ I 142.19 ~ 77.27 I 0.04 76.97 ~ 10.0 ~ 3.00 ~ 0.51 ~ 8.00 ( 71.050 ~ 77.220 1 71.100 1 3.180 1 0.66 ~ I 467•79 I 77.40 ~ 0,52 77.18 ~ 10.0 ~ 2.20 1 0.80 1 8,00 1 77.260 1 71,430 I 71.300 1 3.930 1 0.60 1 ~ 492.79 ~ 77.50 ~ 0.40 77.18 ~ 10.0 I 3.20 1 0.00 1 6.00 1 71.260 1 77,430 1 17.375 1 2.180 1 0.30 1 I 517.19 I 77.57 ~ 0.28 77.30 ~ 10.0 I 2•74 I 0.48 1 8.00 1 77,380 1 71,550 1 17.180 1 3.010 1 0,12 1 I 535.56 I 77.61 ~ 0.56 17.37 ~ 10,0 ~ 3.00 ~ 0.39 1 8.00 1 77,450 1 71.620 1 77.565 1 1.790 1 0.18 1 I~( 542.79 ~ 77.67 ( 0.00 17.41 ~ 10,0 ~ 2.60 ~ 0.55 1 7,52 1 77.510 1 71,670 1 11.600 1 3.080 1 0.18 1 I!i 567.79 ~ 17.89 ~ 0.88 77.60 ~ 10.0 ~ 2.90 ~ 0.76 ~ 5.85 ~ 77,180 ~ 77.890 ~ 11.830 ~ 3.310 ~ 0.92 ~ I~ 592.79 ~ 78.02 ( 0.52 71.77 ~ 10.0 ~ 2.50 I 0.72 ~ 1.18 ~ 78.020 ~ 78.090 ~ 78.065 ~ 3.000 ~ 0.91 ~ I~ 611.79 ~ 78.12 ( 0.40 11.82 ~ 10.0 1 3.00 I 0.20 1 2.52 1 78.150 1 78.180 1 78.160 1 3.480 1 0.38 1 I~( 642.79 ~ 78.11 ~ 0.20 77.87 I 10.0 1 3.00 1 0,20 1 0.85 I 78.170 1 78.260 1 78.260 1 2.230 1 0.10 1 I~ 655.56 ( 78.12 1 -0.39 71.79 1 10.0 1 3.30 1 -0.63 1 0.00 1 78.230 1 78.200 1 78.220 1 3.630 1 •0.31 ~ I . . . . . . . . . . . , otE ; TNFSE 5TA1►on1S WIL-L Not HAJF_ T"YPE ►t a% RECEIVEa *N - ' CoQS F Gvi TF.2 Ir4STAu.F_D ANo plLe SAouO^l ore JUN 2 3 1995 iQEFER~a~E O~ . SPOKANE COUNTY ENGINEER ~ Profiles ; HAV ADDITION ~ 12TH AVENUE 78.00 - - Z . . O _ H . a > w . J W 71.00 - - , -e- Centerline + Existing Edge of Pavement -o- Top of Curb ~ 4.5% -,a- Top of Curb 2% x- Seleaed Top of Curb 76.00 . 350.00 400.00 450.00 500,00 550.00 600.00 650.00 700.00 STATION Page 1