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27236 PE-1684F RIDGEMONT EST N
. SPOKANE 'T COUNTY, WASHINGTON HEET NUMBER 76 (Joins iheet67) r ti R. 44 E, I R 450 ~ ~ ~•w~.t ~"t R' ~ • - s - ' ~w5'a nrat~~ • ' A ,,;,;5 .s ! *~'.•.'~uo ":.w: i+~ _ • _ , ~ -~`',]~~,.ry t'~"' `',ti^ ~+,f,~, y ~•n AXItr Y~~%r.~ i.-"• u,:' F•_-r G'" t.. v LL y ' ~L,b, ~Fµ-~~ f r i''• 1~..a rv _ {a F .dea~x ^'y _ ;1•. I CrL,• ~ - " ~ , ~ 'rF ~ "'7; fr ' ~ ° .y: :1 13~ - r "~~%dr` • ~ w , - _ ' ~ y ,1 + w 1^'y '$''{'g'I.>•' . r ;GYM. a< .I , i .,y: • r~ y'~F.e . `Z~: ~ ~ r ~ ~ ~ Y 8i., ~ yy~Sh ,'Lr4~ ~ ' rr ~ ` r , - , , , -A ~'i , S ~^••.a, ~ _ X75 "4 CJ"-w., "I• ~~,L , e. r, s „ " Mri Y s - u:D;s~• ~.~rr~~ •r !.k ~ rvCKFw^x"t Rr9`. ~ i R t'~ - y{' _ , ~ e t&4, p` r -min i _ rv S _ „~,F .v!*F'l.d" 1.u-° ~,.n~r~laJry ~^„ar. rv 1. <l^ '~5'S r. - i'-•, M.-%`~.r,t'iv? 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PO ~ ~°'~,.,cY..-,w x,. ~ :`r"-'~.~%~I ry r'' ~ a, 'r~+ GgB II l~".~ HuC wr ~ _,.~x- ! r, s' ~ i°l'■ Vii. 1 fi> 7.p i ~ •pa r +1 Y *$i I l . t,. rpC NcA• N~ fir" , ..:f ` J . , . I rab ui II `'r7'y G ~r , . i ~OUf? / : ,~L! q t I l.SC44 .7:C'"Y' Gp,A II °i CU$i f, r " _ - _ . L° •-,!r":y app+~ 's r` II ~ ~..v _ fly. - 't - _ I~~ 'i~•~ .r. GRA YEL 1McB I! ry, •••;.`e "o- 6 - ! PSA ~ 5.•'a~ . r-r~ ,by _ ♦ •.f e i 'i„ 31 32 Pr T NcA Ic r a -75 e.": f, Ps- I S ii ! Psi s~?''n 'fir r• jr t' ~F C 4 ~ 4 r t t j se m ..B i nun Ba9 S'SL, t'.fi yR f Wi~•y.'✓~h~ r ryt t~ r • I, '5qC ..e n' c P Cn8 9 at, '°q w~~.4 R I yHhA S5C ~~*ti. 5oC tA. S STEP Ste• SoC Z A q °^•.at^- ` .I ' s:J~f` I . f UhB• :al .l• I ' y, F ` ? 4 + L ♦ ) '11 „Ssr' ,'kti. 'r- '•fi'E arm 1 UIiiC !z - •~r .:R'n ''4 r'a T~ , 3 4 •F 1 1 ` 03@ ~fli~'i,' } P5A c\ tihA N rd^.~ I FfsB , ~ ~;er`,•'• ' ! is Pl- ~ . BaB 15"r,, ~ ~ . _ , .s''• _ '~Et"aA; I IrH Uhe j`f- ~ @7~i ~ 13 yfa Y r 1 1` 1 - - Q~ P .SFr ``1r,yt Fa ij~+Us•' Ulnf ~~••yyt~ I1h S4 SnC ti,,,~ 4 UA z :r ~^de.r{y'1''h 0 li?~•~:eox} a",@ ,f~'' sC.'r;''~; \ 'iv (lams sheet as) Bho _ j O JI t, rt M ; r~ 11 9 ~f •1 a•, " a .lh .rl 1= 1- 74 Map s} nlhut D$C DsD DYD EkB EIC EID Em Fa 8 FaB3 FaC3 Fm GaC3 Dragoon stony silt loam, 0 to 30 perrert slopes, Dr,lgoon stony silt luain, 31) to 55 per- eent slopes. Dragoon very rocky complec, 20 to ;i5 percent ,lop s, Eloika silt login, 0 to 20 percent slopes. Eloika very stony silt lo.un, 0 to 30 per- cent slopes- E, orka %ory stony silt loam, 30 to 53 percent slopes. );indent silt loam. Freeman silt loam, 5 to 20 poreent slopes. Freeman silt loam, 5 to 20 percent slopes, severely eroded. Freeman silt loam, 20 to 30 percent slopes, severely eroded. Fresh water marsh. Garfield silty clay loam, 0 to 30 percent slopes, severely eroded. Garrison gravelly loam, 0 to 5 percent sloJres, Garrison gravelly loam, 5 to 20 percent slopes. GgA G.C D g a, ll 'a1 Gm9 GnB i a GpA GpS GpC GpD ,w a~ Carrisort very gravelly loam, 0 to S I percent slopes. Garrison very slony loam, 0 to 20 percent slopes. Glcnruse silt lours, 0 to 5 parent slopes, Glenroscsiltloam 5020pi•reeutslope',, Gienraso silt loam, 20 to 30 percent I•l oprs. Glenro,e silt loam, 30 to 55 percent slopes. SOIL SGlttiEY 1 i I yf'(1h.11F: Ll)"Nrl-, AVASHI\G7a-N, TABLE G --Br•ir f desc'r•ildiuuv nj wiry "tail Nrrir 1 rvlirnrrfr,r phy,irrrr rtr+rr c'1rr~rnirUl prr,prrlir'h- i • Cru111inIPr CPr`,ifiC:rlnrn lClrls,ihrallun-Cuntirnhrl li~~Irl 1'rr~~~ f• i.i ! 1 1 r n ,a►e [ula,lug <t yr 11 ,cripl Dun of •oel aurl'ih' front 1 l,;ul,ll,lr surla"'" f' erne abnhly ,I gory Rear loon 4 Ih~ p rKlau S 1-SDA (1-Wire 1 s r tia Ya. to \0 2llll f ' lvink-5ni H ,allill A.4811iJ r171uu1• {:'.p c't[r,uuv. (It,alhbl(ivll)I potential M1 ) III III) 1Q 111 t y Irlln.) Suinlar to IJraguon silt laanl, p to .40 percent 1 err hr. !n pry is nfam slnpr a:xcepL that the surf tee I.,}er ii stony. ,i Dragoon part similar to IDragoot -At Win, 0 to 30 Jlreent slopes, c~cept that depth to heat- rock ranges from 10 to 20 inches hock out- crop inchided in this comptex. Mcdinm-textured, well-drained soil formed from glad. till containing a large amount of vol- canic ash in the surface laver; underlain by gravel at depth of 30 to 66 inches; oceupics undulating, moraiuchl.e topography. Similar to Doika silt loam, 0 to 20 percent slopes, except that they are very stony throughout. Medium-te-Wired, somewhat poorly drained, alkaline soil formed in alluvnim from calcar- eous silt, volcanic rah, and diatomte; depth to water table fluctuates from near the surface to alwntt 6 feet. Very deep, moderately Avell drained Upland soils nnh medium-textured surface layer and medi- um or moderately fine textured subsoil; farmed from silt on rolling to hilly uplands. Shallow, s1rampy, intermittent ponds and fringes around likes that have a fluctuating water table. Engineering data is riot given, as ]and type is too variable. 1 ery dee, well-drained soil developed in loess on.ridgpetops and knobs on the rolling to hilly uplands in the Palouse soil area. Cm,elly, medium-textured, somewhat exces- sively drained soils formed in gravelly glacial oulwash material from a variety of acid, 'igneous parent rock; on nearly le, e1 to mod- erately sloping terraces; depth to mixture of sand,'gravel, and cobblestones ranges frorn ',e to 5 feet Sunihr to Garrison graveli} loam, except that lhersurf.lce layer is very grw%elly. Similar to C;arrison gra %elly loam, except that the surface laver is very stony. Very deep, mellmrn-textured, cell-drained soils formed frout acid i meous glacial lilt, anrface laver iu0urncrd ltyfioess and volcanic a`h; on gently rolling to hteep uplunds, 0 to 24 24 to 44 44 to 51 53 to 60 0 to 26 26 to 41 41 to 60 0 to 2'3 22 to 72 0to8 8to23 23 to 60 0 to 15 15 to 44 44 to 60 0 to 15 15to44 44 to 60 0 to 72 l Silt loam--'.------- Cr. velly loam Vrry gra,e]!y sandy la:un, Gra,el Silt loam--- Verv fine sandy loam. Sand}' clay loam---- Silt loam Silty elay loarn_.__„ Silty clay Ponm...... SIPty clay. Silty clay loam, Gravelly loam------- Very gim -elly Poam__ Sand, gravel, and cobblestones. "cry gravelly lonin . _ Pero gravelly loam. _ Sand, gravel, and cobblestones, Silt lomu__._-.-__. AIL-Cl,.. _ Stif_.____-, C. %I.•__•__, (;1'- r1-4---- A-4...... t-2•----• 8.5 to 93 7.3 to S5 30 to 60 25 to 3.5 NIL-CL A-4------ 05 to 100 95 to 100 CL-_--__-. A-6--__ - 9S to 100 'AIL-CL,.-- A-4-.---. 95 to lap CL A-6 95 to lOQ CL_......_ Cot A-G------ 93 to 300 CL..___--. rt.-T_----- A-6__---_ 95 to 100 05 t0 lap S t[-------- G11 A-4.----- 65 to 85 A-2--__._ 4.5 to 65 A-1 231a 35 ;'tt.---_-_--~ A`2---•--I 30 to 60 r'.Il_--- A-2 If 45 to G-) "P A-1 25 to 35 \IL-CL-_1 A-4 SO 1, 95 80 to 05 40 to SO "_0 to itl J 0 to 211 90 to 100 90 to 100 90 to 95 00 to ]00 90 to 100 90 to 100 90 to loll 90 to 100 40 to SO 30 to 60 10 to 20 20 to 50 31) to 60 10lo 20 1,5 to 95 GO to 74 35 to ,i1 .5 to l."'. 0105 90 to 05 GO to a 55 to 00 SO to 90 80 to 90 90 t0 95 90 to 95 90 to 9,5 35 to :r0 5 to 1S Otv5 5to15 5to15 0140 5 GO t0 S5 1 il. 8 to 2 5 p 17 top '2t 0. 12 too 14 -1 0 to l11. i 1 0 06 fa 0 Gil ?l0 00.1 to (106 S to 25 0. 17 to 0.20 03°to 25 I 0I'7 to02U b•'rlto 0.8 017So0 20 0 2 Ito 0. S ' O, 17 to 0.20 r f <O. 05 I I I " 0 17 to 0 20 1 4),'_i to 0 S ` 0 17 to Q 16 0. lti to 0 Il 14 to 0. 17 0 2 to 2 5 0. 17 to Q, 9p fl 8 1o 2 .i fl. 12 to 0 14 2.5 to 5 0 I] 03 too lO >10 0.04 to 0 OG it 2.5:to 50 0 08 to010 S, to 5.0 j 10 !t 08 to 0.10 i 0.04 to 0.OG QI 5 to 2 5 1 I .i I i I f , .j •1 1 I 0 17 to 0 20 - >'1r G. I to t; 61toGl G 1to7..i 6.6 to 7.d 1 7.S to 9.0 741oS4 66to7.3 66to73 6.6 to 7.3 GGto7.3 66to7,3 6.Gto7.3 6.G1o7,3 G6tc17.3 6'6to7.3 61to6.6 6 Gto7.3 6.61o7,3 6. 1 t0 7.3 1 l l igh,. _ - High____-_ Iltr;h___,__ Irsh__.-_-- )tfotler.tte__. Lo,r_-__._ Aodemte_._ Low-..-- ow_ Low------- Moderate Aloderatc__. lllgh,______ bole to mod. "rate. Lou. Low. . Low Los to marl. era l e. Los. Moderate. Lau tomod- crate, {oderate, lerate. H `forigh Moderate. Low. Law- Low% Moderate-_- Lo-ty. Moderate-__ Low. Lon-. Moderate- _I Low to J moderate. 1 i I i i. if i I r' I II ~ h ~ I iI 7`1 SOIL SURVEY TA Y 0.-Brio j ejesrrilrlir,rl,v uj sail,s It 11,1Ihrir UW,ificuti m 1111) I} ) • Suit iuusle Da-,rcripliun of +otl and 4t.0 front ont sytn)lul surf.RN ` USDA t vxture OX Dragoon stony silt loam, 0 to 30 percent slopes. Ds0 Ur;tgoon stony gilt lo-tin, :10 to -55 per- cent slopes. DvD Dragoon tiny rocky compleN, 20 to -)5 percent sloped. EkB Eloikn silt loran, 0 to 20 percent +lupes. EIC Cloika very statly silt loam, 0 to 30 per. cent slopes. EID Eloika very stony silt loam, 30 to 55 percent slopes. Em Eul(Ient sdt 10am- Fa8 Freeman silt loam, 5 to 20 pcrccut slopes- Fa83 Freeman silt loam, 5 to 20 percent slopes, setiervly eroded. FaC3 Freeman silt loam, 21) to 3t) percent slopes, severely- croded. Fm Fresh water marsh, GaC3 Garfield silty clay loam, 0 to 30 percent slopes, severely eroded. GgA Garrison gravelly loam, 0 to 5 percent slopes. Gg8 Garrison gravelly loam, 5 to 20 percent slopes. Gm8 Garrison very gravelly loam, 0 to 8 t l p percen s o es. Gn8 Garrison very stony loam, 0 to 20 percent slopes. GpA Clenrose silt loam, 0 to 5 percent slopes, Gp8 Clenro,csilt loam ,5to20percenlslopes GpC Clenro;c drlt loam, 20 to 30 pert'cut ti lopes. GpD Clenro,e, silt loam, 30 to 55 percent ,~Inprv. Soml r to Dragoon silt loam, 0 to :10 percent too. sloprw, except that the surface layer N stony. ) Dragoon p.trt Amitar to Dr;tgoon silt loam, 0 to 31) recut sluprs, except that depth to hell- k roc rangva front it) to 21) ittclic~j. Itock oltt- crop inelnded iru this complex. 1[ e4hnno-leXIIIrcll,well -drainedsodformcdfrom 0 to28 Solt loam glacial tilt containing ,t I:trgo amount of vol- eanic ash in the surface layer; underlain by 24 to 44 Crmelly loam gravel at depth of :i0 to 60 inches; occupie's nndulatmg, morainel,ke topography 44 to 53 Vcry gratclly'sandy . loam. 5:3 to GO Gravel. Similtr to L'laikasilt loam, 0 to 20 percent slopes, except that they arc very stnny throughout. Medium-tcKtured, somewhat poorly drained, 0to26 S;ltlaam alkaline soil formed in arhtvium rram calcar- eons silt, volcanic who and diatonite; depth 26 to 41 Very fine sandy to crater table OllctItates from near the surface loam to about 6 feet. , 41 to 60 Sandy clay loam---- Very deep, moderately well drainer) uplandsoits 0 to 22 Sat loum u ith medium-textured surface layer and medl- Itm or moderately fine textured sitbsoi1; formed 23 (o72 Silty clay loam from silt on rotting to hilly uplands. Shallots, swampy. intermittent ponds and fringes around lake that have a fluctuating - w.tter table. Engineering data is not given, l d t as an ype is too variable. Very deep, sell-drained soil developed in loess 0 to 8 Silty clay loam.-____ on ridgelops and knobs on the rolling to hilly 8 to 23 Sal ty clay uplands in the Palouse soil arcu. 23 to 60 Silty clay loam...... Gratielly, medium-texture+I, somewhat excel- shely drained soils formed in gravelly glacial 0 to 15 Gravelfv loam------- 15 to 44 leery grtvelly loam outwash material from a variety of acid, 44 to 60 Sand, gravel, and igneous parcmt rock; on nearly level to mod- eratel v slo terraces in d th t i cobblestones. _ p g ; ep o m xture of sand, gra,.el, and cobblestones ranges from 2}; to 5 feet. Similar to Garrison gravelly loam, except that the surface layer is very gravell 0 to 15 Very gravelly lo;tm.. 15 t 44 y. o Very gravelly loan. _ 44 to 60 Sand, gravel, and cobblestones. Similar to Garrieoa gr:taelly loam, except that the surface layer is very stony. Very deep, mediurn-textured, well-drained soils 0 to 72 Silt loom formed from acid igneous glacial IIH; surface. laver influenced by loess and volcanic a.-Ii, on gently, rolling to •rtevp uplands. r•xldrrtrtlrel lrhytic0r1411101 chrr11irra Chtw,ilicatiun-Cuntiuna•d I'F:rr 10. 4 Uui6e1 AA t5llt) (1.7 uuu 8.3 to !),3 S]1-------- A-4 75 to 3.1 Crlt------- - A-2 30 to GO GP--._.. A-[ - 25 to .1J 1fL-CL--- - A-4 - 95 to loo 11L------- - -k-4----- - 95 to loo %L------ ~ A-6 95 to 100 t[L-CL.--_ A-4 95 to too A-G____.. 0,5 to too L........ A-6------ 95 to Io0 11-.------ A-7------ 95 to 100 L-------- A-6,----. 95 to 1o0 11-------- A'.4------ 65 to S5 `I-------- A-2------ 45 to 65 P-------- A-1.----- 25 to x,, 1t-------- A-2------ 30 to 60 i1------ A-2 45 to 65 A-t------ 25 to 3..3 -CL---- A-4 So to 95 ~rrn~,crlir,, ~•utn~yspa+±i No. I f 0 nun 4f) to 95 40 to SO 20 to •30 10 to 20 90 to 100 90 to too 90 to 95 90 to ton 90 to loo 90 to 100 0l) to 101) 90 to too 40 to SO 30 to 60 10 to 21) 20 to 50 30 to 60 10 to 20 75 to 95 SPOKAN -Cuntinil jig .Avve-- So. 2111 (0 00 1 unu ) 60 to 7( '15 to 511 S to 1.1 0 to 5 90 to 95 60 to 70 85 to 90 80 to 9o 80 to 90 490 to 95 90 to 933 90 to 9.-r 35 to 50 5to15 0to5 to 15 5to15 0to5 GO to S5 i COt'1'rY, WAS1E MMKV et! k~ 7:9 A% ail-dole I' nslrvlhilil,y sss4rr lh'ar lino 11i•ps r4un ~~lrrin! -asr,.lf . I I e,lpacily {t ,i 4 1 It iot] - { j pntcutlul liar. lxr Ar Iii prr ul 4-11 p11 I ,I k 1118 to 2.5 0. 17 to 0.21 i 0,to 5 , a I.2 to 0, 14 5 ro to it). o o. 1)I1 to O.()] P >10 h II I U. 04 to 0.0G I 0. g to 2.5 0. 17 to 0.20 '0 8 to 2.5 c 0. 17 to 0.20 0.: to o. 8 .I 0. 17 to 4 20 0..! to 0.8 0. 17 to o 20 I <0.05 ii I 0. 17 to 0 20 ' i 'i to 0.8 0 17 to 0.16 0. 0-3 to 0.2 11, 13 to 0. IT 9-2, to 2.5 0.17 to 0.20 0-S, to 2.5 0. 13 to 0. 14 2.5 to 5.0 1). 05 to 0 10 L" r > to . 0.04 to 0. o6 ~j 2. 5 to 5.0 0 0810 0 10 2.5; to 5. 0 . 1). o,3 to 0. 10 >10 0.04 to 0.06 1 I 0.5 to 2 5 0. 17 to 0 20 fa I to 6..i 6.I to G. f, G. I to 7.:1 G. 6 to 7..1 7.Sto9.0 7.4to8 4 G.6to7.3 6.6 to 7.3 6.6 to 7.3 06to7.3 6.6 to 7.3 6.6 to 7.3 6 6to7.3 6.6 to 7.3 6.6 to 7.3 6.I to6.6~ 66to7.3 66to73 6,Ito731 I Il,gh.... High IlIgh__., High---- lcrate__. Low ]Iarlcrntc__- Low Low to marl. crate. f,ow. Low. Low. Low to moil. crate. Low. Moderate. Low to mod. crate. Moderate. Low- Moderate- Low------- High. 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II ,,,Jh~ r- r 7~ ~ - - 9 •,r • ~ - Il -s ,k ti ::r! - " r CRA4EL 31 "NcA 3'2 •r• 'J ' J• rFm V Sr : 4! Ytit e • :f. a ' BaB iivQ: I I aAf - Ct ^ r . BaS j _ j•'a ~ y~Y / sic s. ~ Y~,'" q,,,II .Y`_;;`-~ r SvC 7 r. ' a CnB 3f 5tE : J ~k5 (r4 ktc, i r ^ StC S umc l7as 1 ' PsA " Bad I i r USA N 6yi:.e«".: a','i~. .{l•..t,; I`'pr.'s .?~ti`, r/-,,~. LIhB Hsu I 14 `SEC';'•'•~' •r • ' ! ISpC^, {C . 6 J : s csri- :fir , .F b BaB soC I le r fS'^.'F ' t' r \4 Y. ` ' a ~_r PnA a - ~SC, •.~•:r, =aTi4• ad;, kJIT i• ~h p`I` ~S, `~"•°46 P lJmC UhB a 4' SnA Snr, (loins sheet 85) wanoil l Sc ; , , r rv OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forry, Department of Buildings FROM: Bill Hemmings DATE: Thursday, April 10, 1997 SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991) Attached are the individual lot plans for each lot containing a swale in RIDGEMONT EST NORTH 7TH ADD, plat # PE-1684F Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. "SAMPLE LETTER OF CREDIT" "(USE BANK LETTERHEAD)" (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION IRREVOCABLE LETTER OF CREDIT AMOUNT: $ 1,000.00 BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260-0170 SUBJECT: LOT BLOCK RIDGEMONT EST NORTH 7TH ADD (Plat) PLAT# PE-1684F. (Development) Gentlemen: NO. We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the (bank), a draft up to one thousand (Dollars) ($1,000.00) , for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non-completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above-described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated Bank Name: By: (authorized signor) "AGREEMENT" In consideration of the issuance of a building pen-nit for Lot , Block RIDGEMONT EST NORTH 7TH ADD (plat) plat # YE-1684F (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawing within six months of occupancy, Spokane County may then use the security to bring these facilites and sod into conformance therewith. Developer shall be responsible for any costs incurred bu the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE ASSIGNMENT For security purposes only, hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of Branch (bank address) This assignment is made as security for full and faithful performance by (developer) of,certain drainage facilities and sod for LOT BLOCKS RLDGEMONT EST Plat 4 PE-1684F in accordance with the drawings: and specifications as submitted to and approved by the office on (date) 199 Any interest benefits accruing under said savings certificate shall remain the property of (developer), Said savings certificate to be released to any other party only with the prior written consent and agreement of Spokane County (developer) PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the Moines in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security, DATED this day of , 199 BANK OF NORTH 7TH ADD (flat) Spokane County Engineers (developer) President t \ r-- O. i\00. Single Barrel Drywell,Type "A" with Metal Frame & Grate, Type No.4 Spokane County Standard, Sta.24+70 25'Lt of Limerick Drive Top of Grate 2042.15 Bottom of pond, Elev. 2041.65 •I See Detail °A" • JJ' ITion 0,~Berm d pp-onTdIN av. 1Z'P J 17' X 24' Drainage Easenjedt• Curb Drop, 8" Deep x/7•LF Curb Inlet, Type ,-I.' L=7' ! Spokane County Standard CL opening,-24+62 Lt., F.L.=2042.38 See peloil ®A° f J 4 II dam- J . /J J ✓i. IIJ r O rr JJ / J J J tea. FJ rJ ~ r r f Curb Line :Ia~. Y~ MARCH 31,1997 This is not an as-built drawing. Any modifications to this plan aafte the date on the Engineer's stamp LOT 1 BLOCK 1 VOIDS the Engineer's stamp, RIDCEMONT ESTATES NORTH 7TH ADDITION GRAPHIC SCALE (IN FEET) 0 10 20 40 1°=20' 6 F00160 1W impson ENft curs, Inz. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 NIbFNF "208 " POND : SE1... TION DETAIL POND ENTRY L- 0 U ~ ¢ ¢ M w t a N ¢ 0 o_ w M a a LLJ 0 4: NOT TO SCALE BACK AND SIDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 -j -j LL Li © a z z 0 0 a_ o_ AS PER PLAN, 3' MIN. VARIES 4' MIN. 3' DRYWELL GRATE LINE POND WITH GRASS SOD z lP~p~ P~' ' CP SLOPE SOD TO TOP OF DRYWELL 4" PORTLAND TYPE 1 SPOKANE CO. STD. PLAN VIEW: POND ENTRY INVIASPHALT OR BACK OF CURB CEMENT CONCRETE 1"=2' MINIMUM OR AS SPECIFIED 'ON PLANS a~a IJDRYWELL ~y 208" POND FLOOR f I NOTE Pond floor elevation on plan is top of sod. NOTE : All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE To collect sediment, a 4'x4' (mire.) piece of filter fabric shall be placed between the drywell ring and cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage Swale, the fabric shall be removed. DETAIL "A " ~f S89'23'1 7"E 92.65' e C1 N7 O q- o CLY ~ RY C3 o, 0 0 ~ E da• m c, C 3v- \v jr-, Lo .0 . PA Curb Line 1301.65' r 183'53'46"W 1 Curb Drop, 8" Deep x 6 LF Curb Inlet, Type 1, L=6' Spokane County Standard 1L opening 2+79.46, F.L.=2043.76 See Detail "A" Single Barrel Drpvell,Type "A" with Metal Frame & Grate, Type No 4 Spokane County Standard, Sto.2+72 Lt. Top of Grote 2043.53 Bottom of pond, Elev. 2043.03 T6PWo-P,i -eWm er,O nd oncir~E~le, See Detail , , 1 MARCH 31, 1997 This is not an as-built drawing. Any modifications to this plans after the date on the Engineer's stomp LOT 4 BLOCK 1 VOIDS the Engineer's stamp. RIDGEMONT ESTATES NORTH 7TH ADDITION GRAPHIC SCALE (IN FEET) 1 15 3❑ 60 1"=30' Fo.hd.S MW bimpson Engineers, Inc. CIVIL ENGINEERS & LANG SURVEYORS N.909 ARGONNE ROAD SPOXANE, WA 99212 PH 926-1322 Z ~ V r r ~ ~St , i 1 C0, r i i F r I d d t I "208" POND : SECTION DETAIL POND ENTRY I L~ 0 U < ct g d a- 0 w m U a~ a z LEI U 4.1 r 4" PORTLAND CONCRETE CURB INLET, TYPE 1 SPOKANE CO. STD. PLAN VIED: NOT TO SCALE rn ~ ILO CEMENT CONCRETE I DRYWELL 1 NOTE SLOPE SOD TO TOP OF DRYWELL "208" POND FLOOR Pond floor elevation on plan is top of sod. POND ENTRY NOTE All drywalls shall be installed with filter fabric (AMOCO #4545 or approved equal ASPHALT i around the Drywell barrel and between the Drain rock and excavated lateral ground. EDGE OF PAV'T 3' »L'"=2' MINIMUM OR AS SPECIFIED ON PLANS NOTE : To collect sediment, a 4'x4' (rein.) piece of filter . fabric shall be placed between the drywell ring and OR BACK OF CURB cover when the drywell is installed, then checked periodically and Cleaned of sediment. Once grass has been established in the drainage swale, the fabric shall be removed. DETAIL 51A 99 Fwmwb 5946 6 impson Engineers, Inc CIVIL ENGINEERS & LAND SURVEYORS NM9 ARGONNE ROAD SPOKANE, WA 99212 PH 925-3322 BACK AND SIDES OF "20$" POND 00 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 LL- z z 0 0 AS PER PLAN, 3' MIN. VARIES 4' MIN. PIP 3' DRYWELL GRATE LINE POND WITH GRASS SOD __anY R rt _.r 7, 4ri RGj~ R R0 L-56.25' e F i F Curb Line 1 F 1 SI i s Fs FI 189.22' 589'23'17"E 5 r 1 r ~ R s-, - atioeti" R ~U^. ,eta ~ ~Q ~ R l R cP O, ry , "1.Sa r •a gyp" r `S 'rrr ~R e`~ rrr 1 ~ r 1 1 1 ~ .1 Curb Drop, 8" Deep x 6 LF Curb Inlet, Type 1, Lv6' Spokane County Standard 9 opening 2+79.46, F.L.=2043.76 See Detail "A" Q Single Barrel Drywell,Type "A" with Metal Frame & Grate, Type No.4 Spokane County Standard, Sta2+72 Lt. Top of Grate 2043.53 Bottom of pond. Elev. 2043.03 Tito 1 t i ora`I n-d 4 , I34-i,9V M1P See Detail "A" AN . 431 ~v ~J ~o~er 1 I 1 1 1 1 1 W MC ,y N y~ wASyf R I UP GATE 10141 TH I MARCH 31, 1997 This is not an as-built droving. Any modifications to this plan after ,r~ BLOCK the date on the Engineers stamp LOT 5 1 VOIDS the Engineer's stamp. RIDOEMONT ESTATES NORTH 7TH ADDITION GRAPHIC SCALE (IN FEET) 0 15 30 60 -1"=30' Fa-60 100 ® impson Enginee9 , Inc. QVIL ENGINEERS do LAND SURVEYORS N 909 ARGONNE ROAD) SPOKANE, WA 99212 PH 926-1322 q "208 " POND : SECTION DETAIL POND ENTRY L- 0 M w a V) a- o_ 0 w M 0 ~ a 0 w U 4:1 NOT TO SCALE BACK AND SIDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 -j -i LL- _ ® a z z 0 0 as a AS PER PLAN, 3' MIN. VARIES 4' MIN. 3$ DRYWELL GRATE LINE POND WITH GRAS'S SOD ~ __VF24 CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD. PLAN VIEW: r I 4" PORTLAND CEMENT CONCRETE q. SLOPE SOD TO TOP OF DRYWELL r ~ DRYWELL "208" POND FLOOR I- I \Y/-ti_) NOTE : Pond floor elevation on plan is top of sod. POND ENTRY NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal ASPHAL « around the Drywell barrel and between T the Drain rock and excavated lateral ground. EDGE OF P ' "L„=2' MINIMUM OR AS SPECIFIED ON PLANS NOTE To collect sediment, a 4'x4' (min.) piece of filter AV T. fabric shall be placed between the drywell ring and OR' SACK OF CURB cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage Swale, the fabric shall be removed. DETAIL "A " 7 Curb Line zo/ R 0 T CHFORD K W rn o N ~ Z w L io r7 ~ c0 (V tD L0 z L=86.37' r- - - . i 001 5'IN Pond Bottom _ _ _27 00' - - L- - - Lnl - - 30.00' i i i 1 I t 1 1 I _ I I I 8 I I I I I ~ I N 1 M I ~ 1 1 I I W. M~, IWASy 1 i h 1 I tr.' O Curb Drop, 8" D Curb Inlet, Type Spokane County CL opening 0+44 See Detail "A" :epx5LF 1, L=5' Standard Lt., F.L.=2045.70 130.00' N 33'41'45"W 10' utility 30' Building Setback 14.5 1 ~I V I ' ~1 I W in z /9 3 14° 28578 I Fs• OVAL I FEXP DAT 10/4/ g I I 1, Easement 30' This is not an as-built drawing. O3 Single Barrel Drywell,Type "A" with Any modifications to this plan after Metal Frame & Grate, Type No.4 the date on the Engineers stamp Spokane County Standard, Sta.28+90 VOIDS the Engineer's stamp. 25' Lt of Q Limerick Drive Top of Grate 2045.47 MARCH 31, 1997 Bottom of pond, Elev. 2044.97 LOT 8 BLOCK 1 iT4 pxp fj9.ern~a rorJrrdwpzn d~l'.vmi@-4,&& See Detail "A" RIDGEMONT ESTATES NORTH 7TH ADDITION Curb Line 7' 11 18' GRAPHIC SCALE (IN FEET) 0 10 20 40 1"=20' 6fq ParWW IYM impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926-1322 "208 " POND SECTION DETAIL POND ENTRY L- 0 Y Y ~ J Q M ~a Ln Q a_ 0 w m c.7 rr 0 D 0 4. CONCRETE CURB INLET NOT TO SCALE a BACK AND SiDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 - ~ ~ 0 0 z z 0 0 n,. a_ AS PER PLAN, 3' MIN. VARIES 4' MIN. 3' DRYWELL GRATE LINE POND WITH GRASS SOD TYPE 1 SPOKANE CO. STD PLAN VIEW: TRY ~ASPHALT..~ EDGE OF PAV'T. / OR BACK OF CURB 4" PORTLAND CEMENT CONCRETE 1 S~ CFF A SLOPE SOD TO TOP OF DRYWELL DRYWELL "208" POND FLOOR i t NOTE Pond floor elevation on plan is top of sod. i' ~ a 3 "L"=2' MINIMUM OR AS SPECIFIED ON PLANS NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE To collect sediment, a 4'x4' (min.) piece of filter fabric shall be placed between the drywell ring and cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage swale, the fabric shall be removed. DETAIL )9A 19 r Curb Line Z' J I V4 MC - J t 28578 l i AL 3 0 Pond Bottom r . Curb Drop. 8" Deep x 7 LF Curb Inlet, Type 1, LT7' Spokane County Standard opening 24+57 Rt., F.L.=2042.25 See Detail "A" 22' X 29' Drainage Easement N Single Barrel Dryweil,Type °A° with Metal Frame & Grate, Type No.4 Spokane County Standard, 5ta.24+ 70 25'Rt of DL Limerick Drive Top of Grate 2042.02 Bottom of Pond, Elev. 2041.52 ,4ffo-pWM- XBerm"" arou"r xryendmfilev -@-40 IP See Detail "A" MARCH 31, 1997 This is not an as-built drawing. Any modifications to this pion after pp the date on the Engineer's stamp LOT q 1 BLOCK 2 VOIDS the Engineer's stamp. RIDGEMONT ESTATES NORTH 7TH ADDITION arXP DATE 1&4/ C)$ 7 `•\d0. .o i ~®e GRAPHIC SCALE (IN FEET) 0 10 20 40 1'=20' re-A-41946 ® impsan Engineers, Inc. QVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 t AW % T "208" POND : SECTION DETAIL POND ENTRY TYPE 1 SPOKAN PLAN VIEW: POND ENTRY ~"-ASPHALT--,., LL 0 ~ J `L ~ a d a• CL 0 Lj M to o- o ~ Li c~ NOT TO SCALE BACK AND SIDES OF "208" POND Of 8~ 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 -j -i LL LL- a a z z 0 0 EL a AS PER PLAN, 3' MIN. VARIES 4' MIN. 3' DRYWELL GRATE LINE POND WITH GRASS SOD CO. STD f 4° PORTLAND CEMENT CONCRETE p,• 1 5-apE SLOPE SOD TO TOP OF DRYWELL I DRYWELL 1 "208" POND FLOOR NOTE : Pond floor elevation on plan is top of sod. 'L"=2' MINIMUM OR AS SPECIFIED ON PLANS EDGE OF PAV'T. / OR BACK OF CURB 4 ~ NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE : To collect sediment, a 4'x4° (min.) piece of filter fabric shall be placed between the drywell ring and corer when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage Swale, the fabric shall be removed DE TAIL 19A 39 W • Mc 28578 NAL LIMERICK DRIVE nl . N5678'15°E Curb Line ~EXP GATE Tof41 1 17, - I - 90.00' C " v 15' " Pond Bottom 5' 16 Q " " L 13_00 13_00=J v vi ^_j ~ 21- -L - 18.fl0'-- m a B co 3 rr ~ Q as d % 7 W W ~ v' 4: 0 q o x rn Curb Drop, 8" Deep x 5 LF Curb Inlet, Type 1, L=5' Spokane County Standard QL opening 29+00 Rt.. F.L.=2045.93 See Detail "A" Q 18' X 29' Drainage Easement Single Barrel Drywell,Type "A" with Metal Frorne & Grote, Type No.4 Spokane County Standard, Sta.28+90 25'Rt ofr(~ Limerick Drive Top of Grate 2045.70 Bottom of pond, Elev. 2045.20 See Detail "A" n2 GRAPHIC SCALE (IN FEET) 90.00' 0 10 20 40 S56 *18'15"W MARCH 31, 1997 This is not an as-built drawing. 20' Any modifications to this plan after - - - - the date on the Engineer's stamp r6ia1°'° 1044 LOT 5 BLOCK 2 VOIDS the Engineer's stamp. &Mpsm E1aginem, Inc. CIVIL EN(3NEERS & LAND SURVEYORS RIDGEMONT ESTATES NORTH 7TH ADDITION SPa(ANAfE, N. A WA 99212 9212 PH 926-1322 "20 " POND : SECTION DE AIL POND ENTRY L1- 0 0 M ~ o a n 0 ~ m 0 cr o z Ld 0 4: rn cD NOT TO SCALE BACK AND SIDES OF "208" FOND [if n~ 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 ~ ~ 0 0 z z 0 0 AS PER PLAN, 3' MIN. VARIES 4' MIN. 3' ` DRYWELL GRATE LINE POND WITH GRASS SOD CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD. PLAN VIEW: POND ENTRY ASPHALT EDGE OF PAV'T. OR BACK OF CURB r 4" PORTLAND CEMENT CONCRETE 1"=2' MINIMUM OR AS SPECIFIED ON PLANS DRYWELL I I SLpp~ h: SLOPE SOD TO TOP OF DRYWELL "208" POND FLOOR NOTE : Pond floor elevation on plan is top of sod. NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal around the Drywell barrel and between the Drain rock and excavated lateral ground. NOTE To collect sediment, a 4'x4' (min.) piece of filter fabric shall be placed between the drywell ring and cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage swale, the fabric shall be removed. DETAIL 99 A 19 F-d d 1948 Oampson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 5 W . mc4f, LIMERICK DRIVE ~dw N56'18'15"E - - z r ~ Curb Line ~ 1 2 r~~ 2578 . s7CO)rsr~`~~ EXP DATE 4014A 90.00' 1 ~ I o 1 a Pond Bottom 0 11 5' ~ q i L 13.00` 13_00_ c L_ 0' _J T6.06- 18.00 rn 3 It 0 W GO a Pn N 0, 5 a n x Curb Drop, 8" Deep x 5 LF Curb Inlet, Type 1, L=5' Spokane County Standard CE opening 29+00 Rt., F.L.=2045.93 See Detail "A" U1 L4 L., Ln v M iwndW 1940 ® impsan E*neen,'Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926-1322 z (,J C a 6 18' X 29' Drainage Easement Single Barre! Drywell.Type "A" with Metal Frame & Grate, Type No.4 Spokane County Standard, Sta.28+90 25'Rt of CL Limerick Drive Top of Grate 2045.70 Bottom of pond, Elev. 2045.20 See Detail "A" GRAPHIC SCALE (IN FEET) 0 10 20 40 90.00' 556'18'1 5"W 1 20' MARCH 31, 1997 Th is is not on as-built drawing. Any modifications to this plan after the date on the Engineer's stomp LOT 6 BOCK 2 VOIDS the Engineer's stamp. RIDGEMONT ESTATES NORTH 7TH ADDITION r- "208 " POND : SECTION DETAIL t 1 POND ENTRY LL 0 ac ~ v < d 3- LU a r ~ Q 0 aw Cr, 0 o~ a U-1 0 NOT TO SCALE BACK AND SIDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 00 LL- LL- a a z z 0 0 (L a AS PER PLAN, 3' MIN. VARIES 4' MIN. 3' DRYWELL ORATE LINE POND MTH GRASS SOD SL❑PE I j 5~-Op CONCRETE CURB INLET ' o' " `g SLOPE SOD TO TOP OF pRYWELL TYPE 1 SPOKANE CO. STD. PORTLANE 4 CEMENT CONCRETE t QRYWELL 1 "208" POND FLOOR PLAN VIEW: i NOTE : Pond floor elevation on plan is top of sod. POND ENTRY NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equal ASPHALT around the Drywell barrel and between ' Drain rock and excavated lateral ground. the EDGE OF PAV'T "0=2' MINIMUM OR AS SPECIFIED ON PLANS NOTE To collect sediment, a 4'x4' (mina piece of filter . _ fabric shall be placed between the drywell ring and OR BACK OF C cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage swale, the fabric shall be removed. DETAIL y13 A " W Curb Line- 7 ~i 2 I MCP ATE { r ° r I I I ~ a f ~k A 1 i N56-18'15°E ~ f r r f r ' i T{}' F r a r r r r ~ r a a ~ ~ r r d d r d f r ~i Y dl d d r f q ~ ` i a I ~ f Y t I C ► ~ Cl' 11 9 9 L f o - - - . 1 00'-__-- ~ ---3100' _ I ' on Bottom r I L4 . P i Ila 5 V I ` rr v I °I ~ I 97.70' a Curb Line LIMERICK DRIVE N 5618'1 5"E Single Barrel Drywell,Type "A" with Curb Drop, 8" Deep x 5 LF Metal Frame & Grate, Type No.4 Curb Inlet. Type 1, L=5' Spokane County Standard, Sta.29+84 Spokane County Standard 25' Lt of CL Limerick Drive CL opening 0+44 Rt., F.L.=2045.70 Top of Grate 2045.47 See Detail "A" Bottom of pond. Elev. 2044.97 p 1-- 1 rr iourrd9•p n`et! 1?I Y_04,616 r See Detail "A" RIDCEMONT ESTATES NORTH 7TH ADDITION (i) U (A C] ~ r W a) f ❑ C ~ a CL 3 4 Lo r rn GRAPHIC SCALE (IN FEET) 0 10 20 40 1 ° = 20' MARCH 31, 1997 LOT 1 BLOCK 3 This is not an as-built drawing. Any modifications to this plan after the date on the Engineer's stamp VOIDS the Engineer's stamp. 6S FmAlow 190 impson Engineers, inc. CIVIL ENGINEERS do LAND SURVEYORS N 909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 s "208" POND : SECTION DETAIL F POND ENTRY LL 0 0 J M Li 0 V) ~ o w m r.~ cr o ~ Lj ca 4: NOT TO SCALE BACK AND SIDES OF "208" POND of (if 0 0 TO BE HIGHER THAN PAVEMENT SIDE 0 0 0 o z z 0 0 m a_ AS PER PLAN, 3' MIN. VARIES 4' MIN. DRYWELL GRATE LINE POND WITH GRASS SOD CONCRETE CURB-INLET, TYPE 1 SPOKANE CO. STD PLAN VIEW: en 14" PORTLAND CEMENT CONCRETE pp~ SLOPE SOD TO TOP OF DRYWELL DftYWELL '2O POND FLOOR NOTE : Pond floor elevation on plan is top of sod. POND ENTRY NOTE All drywells shall be installed with filter _ fabric (AMOCO #4545 or approved equal ASPHALT around the Drywell barrel and between the Drain rack and excavated lateral ground. 3' "L"=2' MINIMUM OR AS. EDGE OF PAV'T. SPECIFIED ON PLANS NOTE To collect sediment, a 4'x4' (min.) piece of filter OR BACK OF CURB fabric shall be placed between the drywell ring and cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass has been established in the drainage swale, the fabric shall be removed. DE TAIL "A "