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PE-1168G-78
Date Submitted Description _ Initials A / 1 / 92- AGREEMENT TO PAY FEES COMPLETED 0 it'S ' 6 / if / FINAL PLAT FEES COMPLETED p 6- / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NOT NEEDED NOTICE TO PUBLIC NEEDS TO BE SIGNED 15 — 2 - AA IM f71/1AAc I U Citll?tril0111 6- w2 g. Sit t /Ne to 7� �,o T,. _ \' / y D- '� d ( -aa -et ) (�_cnAA vin vtJVS St V r—. 0.4 L�� i C o —"RV-9 2_ r--( rvy�... t ., l n ± - �. . d? ✓P L. — a — a► a del d YLN .. ,,, ,,,_ ■ ; � �tA„ #-6 00---- A44 cr,. , 'c 3 - ►e �- ""I've 4' t7 • / s L L ` d°2 oy t ' • f L a t+. — fief ti--6, „ „ 0 4 , 1C _ / 0 — 7 9 a- cr 41 SA enyfs id S/IP c/C Ur? 6 I )- Stc (3i 5 � � ' 6 3 — --`f 2 J L o-t Pt i1/44 cJ -ccs tr`l d— 3 -A6 --a 3 Lei— Qt,tb-eS CoA4--1 Wb . 3 , 20 c13 Loy /,G ,ip y s 014 - t — cat a- 4 - i 2 -S3 Lot Pt, A - e0-4o r 6114 ‘4, Date to Review Date to AA & DR Date Received Water Sewer School Planning Contact Person 05 -19 -92 Time Time Applicant's Name EDGAR BUESCHKE - MIDILOME INC BLDG. PERMIT # - or - FILE# 92 Related File # ( ) Project Name MIDILOME 7TH ADD No. Lots 40 No.Acres — SFEEn - Township — Range SITE ADDRESS 40TH/ W ROBIE/ E BOWDISH PARCEL # 33542 -9158 Address 400 S JEFFERSON STE 333 - 99204 -3143 (TOMLINSON INC) Work # Date Conditions mailed Contact person 'ZO,yl 176:71—,:S le Phone # FLOOD ZONE Yes ✓ No Engineer / Surveyor's / Architect's Name SIMPSON ENGINEERING Address 909 N ARGONNE pUVevtcw.tor q— c 3 2trs COT Pc-aa°r 4PPed 1130 voc- cer µ,3 ,'' tzetit, r 99212 926 -1322 R -116RG Phone # 623 -1000 Phone # 456 -2205 W�� PLAT NAME P I I (c ti& M I D I L.O M G- 7 1 - #Pcdd\ NU. STATISTICS DATE Plat Check Fee 5 -- I ? of - 1 2 Al ne-e- 5 /i i ' p 1. Z ��{= =.S d A / '3 Number of Lots 1 4 0 30 pt l ({- Road Miles (New) Total Area 14 -G fc MAP North Arrow Scale [K Legend mr'O Y O N lANte ar Procedures & Equipment A. Basis of Bearings E C rig Plat Location By Title p2 Official Signature Blocks Surveyors Certificate / C Road Names Qe ues Rol c h 7� ( s e� � 1�'�`� Road Widths C Adjacent Area Crk Lot & Block Numbers R/W Dedication designated r � 1 Foot Strips ���:��, SP/ P q A- 3 RPS on GLO Corners •�'` Tract X m t e1/4- Lot Areas �� 5 61-0C k Bench Mark Gh6c t_ Closure i DEDICATION �-- Description (To Map) 4. 11 p ( ce%& j 1j 1 C 1 b Description (To Cert) l,. C y d r{r 0 ` F Fl. ��_ - Pat ((_ ' w e is , Owners Sfll t - ter � _ __ -r Certificate to Plat °r ( . -> a p" di" Cl r CKIC-rW�) 1 Foot Strips N RID - CPR Statement f J / A et (( ;. : Access Prohibited R/W Dedication Drainage Language G N a Cf.--/ C 'O Y PA* ¥ ^ l'r1 dry o-c 4 :r4 s„. Flood Insurance c_1 1 ,jf" I_ .9 6b • (-/YN5 FP /0 - •2Y - 7 2 Stormwater Management f 208 Bonds - $1,000.00 ea e! Fr k Private Road Doc. #'s N(� Private Road Warning Miii Road Plans 1 < Bond Road Impro peep Signed By Engineer 9ifaetatrobitteete \\-\1'S2- 1) ale _ _ (r11 'immaa -„! .n:° —i_- z..-w- itvrtifev. aC, nulicl elf - -Arks t —� 1 NO. 92 1643 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF MIDILOME 7TH ADDITION, PE- 1168 -78, WITH EXISTING URBAN RESIDENTIAL -3.5 (UR -3.5) ZONING IN SECTION 33, TOWNSHIP 25 NORTH, RANGE 44 EWM, SPOKANE COUNTY, WASHINGTON BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Midilome 7th Addition, PE-I168-78 that portion of the northeast quarter of Section 33, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: Begin at the Southwest corner of Lot 8, Block 3 of MIDILOME 6TH ADDITION, as recorded in Volume 19 of Plats, page 90; thence South 89° 48' 55" East, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence southeasterly through a central angle of 26° 29' 33 ", an arc distance of 201.14 feet; thence South 26 40' 38" West 155.67 feet to the South line of the Northeast quarter of Section 33; thence North 89 48' 55" West 1,075.37 feet; thence North 00° 11'05" East 531.13 feet; thence North 20° 49' 09" West 179.47 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 76° 44' 08" East 176.25 feet; thence north 61° 37' 35" East 171.99 feet to the West corner of Lot 1, Block 4 of MIDILOME 6TH ADDITION; thence the next eight courses and distances along the Southerly line of MIDILOME 6TH ADDITION, South 37 12' 21" East 220.26 feet: thence North 39° 00' 44" East 68.17 feet; thence South 57° 33' 34" East 127.86 feet; thence south 81° 16' 31" East 54.20 feet; thence South 59° 33' 43" East 124.68 feet; thence South 18° 06' 36" West 38.38 feet; thence South 87° 59' 39" East 205.48 feet; thence south 00° 26' 00" East 332.87 feet; to the Point of Beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS 0?y DAY OF NOVEMBER, 1992 BOARD OF COUNTY COMMISSIONERS ATTEST: SW' M E. DONA rk of the Board By: REV 1/90 mo osanne Montague, Deputy e RESOLUTION Patricia A. Mum Steven Hasson John R. McBride KANE COUNTY, , SHINGTON is entered into this OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer PRIORITY FEE AGREEMENT ENGINEER'S AGREEMENT NUMBER P11(20 This agreement between Spokane County and 6Rery (name of person) whose interest in the project is 0Co -v !7 (12. owner, agent, etc.) / day of "in ci , 19 94. This agreement is applicable to the project known as: ' Z. 074 4 - - , / d /3 . 3 i0 1ec a . re or I ename • 1 e n Itl. er 4/No / i? /3 . 3 r7/ +- That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on double -time cost incurred by Spokane County for project reviews plus ten percent administrative charge, and will be billed monthly as accrued. Any final billing amounts, to include any late fees or any other expenses incurred in the collection of an overdue account must be paid prior to the County's acceptance of the project for filing. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 4. Any invoices not paid within 30 days of the invoice date will be subjected to a late fee charge of 1% per month (12% per year) on the unpaid balance of the account and any accrued late fee charges. In addition, if any outstanding balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initiation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 5. The monthly billing should be sent to the attention of: NAME: 63 RE ri y ( N C . (Fr Y, Lisa ADDRESS: 1Z. -( Z_ S1nrtiA Ca , CITY, STATE: t.. 0 k tA. u-e 60 n ZIP CODE: 9 ... 6 PHONE #: -�d 9 9'-. 9 I , - 9 / N/` C c.p X3/3 (PRINT NAME) RETURN PINK COPY TO SPOKANE COUNTY ENGINEERS k\p\f\priority.tee 8/20/93 W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director SIGNATURE By: Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 /MC <San&/c I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor specifically authorizing the Agent to execute this Fee ent is attached to this Fee Agreement. • EXPIRES 7,17/ 93 HMO ■6( . op ' TIN ADD. LOT 14 o I •••••.- / - -- -2I» nv r i 1 A 1 t. •;`- MOCN ..• _••_.__ / GRAPHIC SCALE (IN FEET) 10 20 40 0• icunded 1,44 impson Engineers, Inc. CIVL ENGINEERS X< LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 RECEWED MAR 1 5 1994 CPAHANI f.011NTY CNGINF[I Signed TO: EDWARD t PAr RYA JR., Pe SPDK -ANE COUN EN6R. DEPT. SUBJECT: MtDILoN\E 7TN ADDITION L-oT It ELocK 3 DATE: 3115/14 L "T Ig ELa cK 3 1 have Su6»Iifted for ot.tr review a revised lot for Lot 14- Block 3 . cold Lo+ IS Elock 3 r lah I Midi Iovhe 7TH Add; _ The- builder would like to Cohsttruct a 30 ft wide drivewa oh earl, lo instead of ck 16 ft, wide_ dr■veway An. each lot as ori&nall skowh, Also incllnded are conies 1 of -Vile - f'abklaked draivaje. ealealatibhs for BaSih e . and Basin. 6 which s1DW -1 guff ic.ieht , S'waSQ st will revl,a 14 fke_ proposed drwewa s are wicle_v<ed , (Bander . frnhk Cobb 921-- 9to6) l inahk iovt impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 RECEWED MAR 1 5 1994 CPAHANI f.011NTY CNGINF[I Signed TO: EDWARD S PARRY, ;SF. "re, I SPogAttE couMTY ENcg. 'DEPT SUBJECT: •I'Dit..oME 7TH ADDITioN LoT Bi-ocK 3 DATE: 3/22- /11- Lo is i BI-ocK 3 ti‘c.lkde.d are +ke_ revs seal 8 x ti" lot Flasis for Lot l4 gloak 1 . a►td Lot I$ Block 3 i I Midilorne 7 Aaa;k ovi wi*ti vrofess-i`oviwl eil5iiie.ers sitoomp . Also 4'ke stree,f ar\cL cl.rai"t44. rI4hs wibi be , rev; seal +-o show --Re c.kart Ii1 dr■vewc.& width. Thcn k YON t & AT kegs S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed !S " - 28578 2 , -' :ELL 4 -recis 1 VT EXP, DATE 10141.c I 1•1 i 1 -. 1 •••1- . — 4 -rL —4- •1 -1- :c :1 r _1 D , 4..1. . r, t - - • •-j-, , ; 1.1j= . • •;. 4 , • ! I. -4 1:4-;4 •: 1.i. 1 - "L• ! 1 , • _ 7.1 "1- , 1 1.11 1- .'1 - 11 1 :11"_ . 2 - .! .; • , ' C. f . 11 -1 . :14 T T r ..1••• 1 • • '" • !•. ' r t 1 [ 1 f "" I. ' • ' . 1 "" "1;" ' 1 , 7 ^ I ' .•-i---1-• -. • 1 — , ,i,- 1 .1 1 I 11" .1 1 " - rl ' nt I _ .. -, r —" 1 . ! ; .i- t-r, - -'t - -1 it1 12. - 11 .1 ' 11- -1 "t i , .1. t ! , ,.....1— f • , 1: ; 1 : 1;1 _,..,_ 1 • _ -‘..2_4.-..... d . - - - , ' ,., ; -1.1.... -i... - • 14;•• -/- .-1 --1 • ,-;- +- i - --I- t , . . , - ! 1 1 I - -I .4.-- - 44 , 1 1 1 7--:4 17 .17 , 1;1:: 7" :: T! 1 r- tt .. .1 1_ 1, ..., 1 ..1.1; - - : ■- 1; - ..i.: -ill - -4' 1 ' .!...1_1:4-, - , i . i I- ...1.4.L. Ct-- Vt .-I- - ' 1C: 1. : I- , . - L - ,.. • ■ ,• "t": 1- •"!" r ' ' ' . March 14 1994 • • • • •: - i" " "" t - 7,' ‘ -. • 1 . .1. ], ../ 1., 11 ,. L ay-% • 1 ! , 1: r - I .. ,_ ; .; .. . .1 .1 _. .. . -7 - it '[... • r ' 111. — 1 " . " Hj; - t -1 - = 4 --i- : ---= - .4 .. 4 - - t - .: 71. 7 .! . i - + 11 1 i SIMPSON; ;ENGINEERS, INC. -1± *14 - DILOME - T7TH - ADD -- LOT 4t, BLOCK; 3 ' • . ; !N. 909 ONNE . . r ' , • .1 1_, 1 - 1:„ . • 4,..1 LA , ...." _ ,. 1 t POKANE WASH • I 4; -- ' I . -1)- - hi' -- t it- - -4 - •'• - • : - I I' --- , ! 1 i • •1 . . ; PHONE 926-1322 4 ' '1. ' '' I ' 1 , • • . . ! • , I t r 4 . 1 ; . i ; I i.. 4 • . • , , . • . 1:.S:CALE 114 FEET , • 7 Fois1/2- klia 0 ! '10 ' 20! 401 • I • rAt r,. II IIPrrarr : if. ryr.:**ar.77 • . —.. 4.7 25 74.57 — 4 • .417;.,6 ---14 Aaphatt. Lenora-lc ravcvng n1 r.; .1 .• 7,-- cross se, e Cconp.c.nctPcrt Cc a., v. n-t Concr• is Cr.rb ,Itivv- - 4‘ . . , C jc.; 0.4.6.0.0. sp . !r. fr.,eb.rst-t .... ear • •/.; ' 1 ;i r•'• •;;;;P • •• • • „ • • •-/' •`• „ '1 . • Fr .4 . '.• , • .• • • • •e• To p curls • »,i • DE TA I A 0:-!-' qtrat11; • a*. ; : 1- 1.:;".;Wra'.1•;..7-P.a2 7 "gt4 • • '''• a•a: ' L.;;;i••;; Conceci ....r - . c len5111 of cur PIL:P!"" , 1 , : t■ P • 7 • -■ vr 3. .111Vc.V.. C.c.:3. Curt • , - • •. • Cr.-shed" nr:FacVn5 C `-• Ar.zr.• Compacrreol:Ptr,th;(W-S4 • ..,T,YP I L • CAk 04 DWA Y4 C T1 ON y : • • • • a .4 ; f • el' I rd . "7 . " • :; • ' • ' • •;a" afa'r•; : ';:e}c „, 4-rq.NL:4. ' , r; , . SVepU.if . • . ■ A N -,-, ,a4 TYPICAL. sctrioN:. DRAINAGE SWALE DRIVEWAY — _ 4,., , " .? r. , ,•ri'.• 1.!g:fr ' IL, r,?,r ',..:1. 0, . 4 CA L.E1J1 .-0:;:ki;r . 1 ?- ' nr:.: 3 , % r le ; 7 ". r • e ic y., :7 NOrl.VIAL SWALE, sLOPE. • On 3_1' 0.0161 . • . — • :,C 44. • 75' 4 40 '6 cc .7 . I • Eytilast PROFILE . • '-;• TRANSFORMER IN DRAINAGE • SWALE : ' •■•.:•-:" . -7 • • r 1. 1.4.7: °SEP cuRu CUT L -4 141 : 7 ! • ct 5 . • , - CCmeNT CONCRETE t DRIVEWAY 1 ,,c : :•;; . SWAL6 OCITTifi:jc 1743. 1 1 SLoPc,nis./ t.0pE friAA Lito,, Top OF.:DRIIEWA15...:TO I-1 ' or :SwALC • kir/LOME ADE-41101i DLIMIKNGT: bl.E tddiLio, 1 TPA o N Dr:in...5e 'top c 'Snrnic ,r -to be cokl.d.ra anch • • DETAI C. TYPICAL ORY WELL LOCATION - , "b40 SCALE " ' 1 1 D .TAI L.. B TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS ORIVe.WAY f Cug OPZNINC au-14caLik4c VIEW — r . VAR, cS •••;•.::•• • 10.0 on cur<u 0pc..14,Acr.S C lc ct ?cr.. LC r floc „A -Conc. C--rt ro.cnn,cni • .•, • • • • Lo...cfncni ' • -- 1/4 7 7. • Ft. t • 1 : L 4-57 , Cc�r.c. Ca " , • ‘. • ; PL All • VIEW • • . ..1 2 • II/L11:01: lc, L' . 7 ,' ■ Fri 1$0'0 F SvJf.LG , BHSIN`> . 11, 12 ho 15 LoTs 19 3 C Lai" = 1z f 13 G 1 • Mkott_oMe 1 H APVITioN No. Izsoo PRAiN� cA cu t_c t 't S_ kwM FoR I.ot l4 g€ l s E V t� R E w 6`L�'-\t4L1. at"' -7 PAVE tSiCVi" 1...: "2 0$ ppS` E ot- �f�C� f-cQUW-e -1) dr_w ew0:._o11 -Lo4 1:4 r- -Btuc. , .�. - - - 11 b;e - 10 royy ,clue- lot l i ne and 3D Wide. 4 j ,O- her d rweWays art.' desl3r,ed - 'co - \G' - w1de, %2 -kcePt drweway or\ l 01 l3 lslocl 3 whick has. beer?. chav\ged �o29.w de_ av\d l8' -crow, • 5_c.d • • t S - c0 F - k 6 REQUi�Ell `.`,' ` 20$ ' - :'5CoRAGEn � . \ ::;•A4 0 -} 1S•-t•CC. j- • 2.-`1.6 .- S '44 FT r. I, n 1k c C 5ToF�RG STo> AGE.. AvAILALE: : ; 411 FT . 54+ 1 1y 5 ET -7 5'1g S S1o gf.CiE INVhl (1o1)(I.`l3 F'?: = 1f`i F T:� f .S1 49 97 _ ‘fr'P (1,9E r ' ,r(SGj(I•S Fr . 17o F1 ,,_(low J.(_.1 _ _I_ fi -.6 5- FT 1.0 • • • 1 • 1 I . !.. [ •••., , , • ) . • . 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'- I -I- _ ..-/ • :-• •• - • - - t rl -1,-: , -1-;-11 : LrL LI _ __ • ,-,. .4I-- - -- -1-1,- - • 1 : - . - - 'lit" - - - t-, „ • i .; • : .• - " 4- - 44 7 2[7.. ;!..... . ,-.H I I , • • -;4 .1 - - --- ... 4 I ----. • - - Tr r: - -• 41 h" :1 - • -11 • • •- ••-- -,•- 4-L- •••• • . \.9.1 L9 4 "1" - '' ''''' . - t_ ; • "; , .._ , ' ' 1 • : ••• !'i • 1 r - • ....• -‘• • 4 ' . " .: 1 . 4 ' : .... ' 4 -$••• - il ••• :1-•'41 4 - ,•-kr• 4,, .,.•••,:,..t - ....!... . . •,.. , i “, _ - .. . ••••,. f ..i. „...,,1 ; {-.11 .4-4 4 .4. , 1 . t i, 7 4.1. _•44 ..:..., - :54,, •4. _ .. , .•. . 4. .(„ ..4...,..1..., „. . k -.0 ...,, • „i , 0 .) ,!..4 : i ' , ‘ 5 , I. ;..... t ., • . • - 4 4. J 'i . 1.. I • iii .... 1, 7 : i : 1 VI l';''' t • , ; ., . • - 1 • 1- - 1 •-• ' • • _L 1 1 • . ; • , • • • • ! • - , 1 • : • • -i- , . ; 2. 4 •i• 1 • ' S • 114 FEET.L..i: t. ; • t taifinr.Fit57.13 .• • • ' ! 11,,10.. 20 • ! • • .; 40- • 1 .1- 4- 4 . , '. L.i. - • I - - I - 7 -' 1' it .±-• -1- -1 -- 4 - - 7 - - • , . ? , , , I - - 7 - -- -- L 1 7 , .. ,,,,. . _ . : . T .,. . :4 4 . 4 4.1_4.: t .. 7 1 : . , .4 4 ,. t 4 i t _.,......k. 4 ... , -_,__ ._4....-J.4. ...4144...c...44.1-2 4.1_+.4 ..t_t 44.: S 1,M PSCI-N;..„ENG NEERS,. INC: i i . MI DI LOME - 7TH -- ADD. - i - LOT-14 1 • BLOCK ' 3 1. • N. 909. ARGON N E, ' ROAD • ' , • 1 J I.. ; 12 ...; .. .. i 1 4..... . ,C. _ ..42 1_4,4 . _,,. . 7 ,..., .1 1 _, .. 1_4..... 1._ i ,.._, , , 2 SPOKANE,: WASH 99212 • ; i 1 ! j • 1 • ' -1- . -• :Hi -43:t - - v. , .; i . L. , , , PHONE. 926 - 1322 • 1 : t .. i J. : -1 - . 1-. •- - I I i 4. •• I 44 1 C 4 1 , . ! ; 4 : . 4 I i • i t •.! n u 1 1 . ..-4 i 4. . t i . i h. ' ‘ • 1 . . 7r I— y V$� Cc...ant Cencrsls Oor I. ,Type i. Spokane- Conn1.3 Si nd.r Concrete Apreac {pr; Icajth acerb a..t _ `: :5`.widc: r 4•ttiles: .}T-7,-` 'DETAI�.r' A Anphe.lt Cent-re-la • Arcmcnt Cis** 'IC. 2 Co.npac1ad Papth • ASpks.N..: i en i ,.. S i Gyt (Ws0PT. 5p c) Lr ..ahed l s.rfacin9 ,Top G -% G • Ca m p O•p1ti, (WS .0.0T 5pcc) Al Lc. NORMAL SWALE • CONCRETE' SWA1.E 1301-TOM Cu0.0 1 "I SLOPC MIN /3.Ii5lDPC MO.X f1101•n TOP. ; £. • OF. [QKQVEWAY To poT,TGH� of SWALC 6 . `lakJC�B V V�U1GJ i,E2k1HA. cc G tt Ifth`L@ • W T�p 5•■le Ares. be .&ch horaa b000.r, DETAIL C. TYPICAL LOCATION NO SCALE 10.0 500 ' 'O I : V,.-- ❑ RYWCLs.. DETAIL, B DETAIL: TRANSITION IN CURB AT DRIV£WAY5 AN CURB OPENING LOCATIONS ORIVEWAY % CuRS OYEmUG Cw +t i LINc PROFILE 13 TRANSITION VARIES r .,. — 3FORI4ER 114 DRAINAGE . SWALE o ' l '_ �� "Llccl pon r . ,Trcnsticrr -Conc. —i . TRALsiti0N DRIVEWAtis. a -� — curse o&Ewl,C. I L-Cor. Grt �. 5tra PLAN VI EN' E\sc4C..1 Po. Tr nsi or..ar ullp ul Lnglillt IS, 'Inc. t!VS 1:1[S,',0. 1I , f 5 cla� T — wPL6 SASLN. F'AVEME-N( ob' ST uCdF.r.a E (zsQUIRe_D SwA�E = ToFAG'c hvA1LhLG bI-ocj- - �� rT ' I !" I s • 1 " Ii i Q t l i i 1 .11 o ( 7 D) (1oFT-5 = V- PT . O ft: LOTS £ 9 to E S 1 l F -r. i 12 :i: }. `,' 121N /p T. Lot 15 Da' F1 - 7- LOTS 1-. . lB0°) F T.` , ( I ) (I 18 r ` ) 1L- - '1 • FT L r o I3i1 Imo FTy 6 f c - "" � 4 � 9 � � 9-7 - j( 1.9i3 ET`).1 rr LflT 6a 1 0 FT. Z 216 F'C" (66 I - 1i Ft _ I�113 —_�_I - -- a t ., V o w ` . MIDILOMS 1 -TH APDITIDN DRAIN __CALGU SLR v_IsEU_ —�>`� V_gr..v 1 FoR l oT'1 i. LocK3 NCCC The. aryve.iri.o+6 on_.L, ta " --- B. 1ocV-- z .__----- .— ._._._ --]�[�f. - -- .44; b 1p ;fro\ Side lot I the and 30 wide.. 193 -D flnev„ drWewQys -ore des For 1G' V e:cceeltsdriveway on ' Lo+ l3 Blocl= 3 which .has ,1/2eevt:;Chwnse.4 21 w o.wd 18 ` -rows '51C0?-A6 E RSQUIREu SToWtaGE 033 0 `15fiZ�� "r Gl�O 5 F tRY.w,tiLL -17 5`1`•1 F f �T0 is6E (0 3 s ) SY oRP.GE. e : 13 f ." 5 FT' < 1 F 7 .' - 7 51 `l N0 I25oo 0119,1-____ 4___- w M • .... -P . I 1., , 1 � , i ( _,..40 I — _. �i H T �.,i 11 P:vENu.E • LJ_l - . 1 4 t Curb —. 2703--* I. v , .• 1.._4.;: - 1, ..i -k.,,. r .3q,.., Line. .-r1 19 + L2 To3' t- Transformer' See Deta,l`E. I. I i i _ ° 1 � - -- �... V- �r - + 3 T-,-. 4.i.; 4 + -v'B1.1.t ss00' Drainage ! See.., dlnic E. •asemen- • Sefi b ack_ ;I II _ l eta' 1,."i E r i • -- . . ; '. . . '. See r : . T ion s�orrner Se e De. e. 1 ... - , .-Ca■ls" B 'T - -- ,, 1 I1 i • Y I a a t` ■ # � 4 { r -• V ,* - .�,I T 1 ' { - 1 . 1 iI _tL1 , -‘t I '4 1 , 1, 1I+ �; a , G. ..' 11 1 t 1i ++ o' i - f , .. 1 1 kYY,� t , ...V...1.-Li... `. 11 1- 1 -tt 11 t I 1... , • .. 11 . f._. 1 _,a. -a-, 1 , ., 1- e it 1- ! 4 -4- .1 ... f .1 i -i-: ..:_j: 1 y r .J .. 1V_. I .._{ 4- 4 , i- -� • -1 ,,. ■ 1 , M r i._ IS III 1 ! I I 41 1 t r ; I .:. i- Y Ma 14 , 1994 ._ k � �-.rE 1, ' ::(. _ T • t , l G ! , L � ; j - �J , T 1 • , F . _� 1 �. �_ _. .- .. _ SCALE IN FEET 1,--, e t ¢�— •�s i + °; ... U 1 r 11 � �. ^ 1 - .1 1 1 -_ !irim..1", - .3 , i vS 4n a i� ° 75 0 O 010 20 40 ttT ± _1 . 1 1. , + a ., I . , SIMPSON : ENGINEERS; INC.' ,- • I. - I. - t ....., : MIDI LOME ++ ,=� ! : 7 ` ` t } - r t -- + I LOT 18 ,' BLOCK ,' N. 909 ARGONNE ROAD - -- SPOKANE, 'WASH 99212 '3 ; 1 PHONEI 926 -1322 ' • I • to t C cant Cencrstc L,.rt Typo A; S .K.nc Co-s1 Slenderd Concrete Apron, {pe. length of c be 1 WI6 lhaFk hkyt ?•;�. !•Jl'.. f:. is ";: ^. +i':r_. AnphsIt' t.ncr et* r.vc,ncnt +.US.• 'S', 2. Perm � Ac phNt Cunt esi 5 1. 44 'rti'Cr oohed 5 off .ctn5 :Top Coors. 6' CP .n p•cted pepth, (W.s.POT. TYPICAL' ROADWAY' : Core Cu Berle CEMENT CO4CRET DRIVEWAY TYPICAL ! SECTION :• DRAINAGE SWALE W .0 0.0II. i ToP CVRI3 9ro1i..5e Som 4' DEEP CURb CuT .:•DETAI 25' IL C.ONC acrd ! - : SWALE UOTTOM, Llfi SLOPE; MIN. /at h.SLOPC, MA% {ROM TOP. OP.. DRIVEWAY..TO ;130TTOM OP , T'(H •,thop rrp. vmmoMil Id • 1Y8'C!r ,2:', DtiY' mil• TRaJ Irf0N SIDE Or n.ge Sw.le Top of O..d 5...1 rc. 't ba t =ai.e cw.h h,.,n. b- :Idcr. DE TAIL G TYPICAL DRYWELL LOCATION N0 SCAL 1C.0 SOD 'y Cw41cr. Lluc I I I - �D0.t".•EL•. DETAIL. 6 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY J CURS Ori,.u:C VARIES CURE OPENII.CS C. ' PROFILE AFTAIC E ;L E'CTR IC - AC TRANSFORMER IN 'DRAINAGE SWALE Ctcrtr,c. -1 L u.c• C_ L gy p.. nt = L..e rt. I'u. - , L Tr....1o,..ar I `-Co. Cur. ' St r 't ( n>I.._ f PL AU. VIEW . . / ; Ib)ti 1 Y], IriC. 'Loa :-1•,_ 2 1,` .1 . 1> .. .SToRAG — "_+ D�i' l01 t (o . 121 $Loci -3 M_ QME � 7, H--__ / ?.\ lTI D N. p1ZAINAGE CALCULATIONS gs.y S E'D `bRiVEWAY W 1D f H �_... H olz Lo f; lB B�ocK - 3 -- C- • . ;.153 0 FT. i Z 2412_ fT. '" 12 l" /FT. " STORAGE gE.QUlRE9 0 F7 101 f 7 121 CT. Lots G Lo75 CI I$ 3 LoTS__ t.oT , SA -4 N o T ti w111 be. t t' "FY side versus o■kg■■a1 ctes19h • 5-(QRA6E ._._._FRE.QU14zED_.- SToTZAGE AVAILABLS Z84 Ft.3 < S. _- Bloc role 0.4A w■dk1V of L_ °TYF.E N A,DRcwELL 2$0 FT. 3 S TORAGE Cd 3 cFs ou't) 3o wick _?`_l.I.:_FZ .___. _ > 280 1.to 12 500 . CV-vim). �WAL• ST012A AVAIL -AF LE 55 - l (l•1 8 FTC (2_95(I `IS ft 5� FT3 (6 `lo FT"j Ilia FT g .3 F 3 2.-`l 1 1 :4 I.: 4oT" 1 P;vENUa ., - -,Curb, 2 TO3 �? ' - �LLJJJ r i ' I r I i I 1 ' j ' ;• . ' I ' crroperty • 39 Line r, .. • 19' �Z To 3 ' Transformer's See petty CC ; , t .. • - __ ^ i : n ' }, d ` l Dro. ^ rt ' li :See 9 5.,00 , ■nose : ' ; Easemen'k 'Detail "F„ - - Setback - ---..„ , k Tronszorer. r See De \ "E" A. Dr, ew ay " 6" See De 5 _ - -- .ILA M _ I �.I •!z ' ye t.•4 , ,' ins f 4- o- ■ ' i .. - - 1 1 1 1 -.! m -i r _ } ' .' ! 1- + --- 1..i . '- l_1.�. i . I ; , i ' 4. 'i 1 � . r 1, ' .1 "hi' 'C rr '' V _.! r' , I -, , 1 1_ ' rt 1 I L 1 1 LI -'- -- • . G.. , • t I -1 L k, - " : I . - • 4-.• - J ■ ! I -. , w i M ' • ' -1 - r ; Wp U I I ` _.1... 11 ! 1 ' ' 1 1 , ' ` C `a J � Y ", Ivl � .. 1 3 o J• .F r { I: y -1 , t 1 ,L '4- .., : - 4 1 1` 1 , ,!. . ; I Mar :, l4 1994 SCALE IN FEET v�t � �' WAS + f ors # iyf— a m r.: ° 3 =1 „' Z _ L k r .... ... . .. 0 :10 . 20 40 _' 7500_ ,...! .,. „ I 1 3ltSl2 1 , .I rt 4 1 _q 285 r 1, � ° I • - �li ,11 as i .. L a _ ,�� r ,* -4,4- 'f , { clj ; i In 1 1 .• 1 . F, t 'j ....E ! , r i. j 4 '' - 4 - 1 , • i i i E 1Q/4 /i4- 1 _ 1 Y' ' 1 .. Ip ' ., i j .- r 'I �. LOT 18 ,`BLOCK' '_ � E SIMPS ON INC. ,- i I .. . ' ' • M I DI LOME H . , 4 , -m '- ' 7,TH,: . `.t 41 -'' t' ADD ; L _ENGINEERS, ,I ' :i N. 909- ARGONNE ROAD ' SPOKANE, WASH 99212 3 " I' PHONE 926 -1322 1 1 i4 1' i ... 1 ' Cr•i • - • TA I 0 L t :IV,V. •,•?.. 'S .,. ‚4 '.r:''.':.'4:Th:-i : frf•...;.:,::', ■O' ... -": ' ' a ;: r-, i •Ci r . ' otla .1./f:. > jii ii..i:.' '. ' • ck a'aCli t 'r - ,.. _ ::,L--:;:- , ... • ,,,;,•„.;,,. • . ,j2ntLar t_p_.2„...:' Te:".7„ 1 • : .....477 7froi ...a..t.. Auphslt C. raVZT4.10 Ce..p.. cis a Depth • E cm< al E•Aaras Car!. rryre-.2•?. : .. .. - : 11 ' 4 P 6 C 11 ' wt. • . C . ,• 4 •1 41 : ecKsn.. Coani 51atar 410. •' - 1 • . • Cr ••11 t Susi at:‘ • 4 Cm Perth ( WS 5 Pa c) 4 P?.• • ';,•••■:,/ . 12 OA D WA E CT I ON : • A • • • • - •••• . „ • •• ; •"•:. • -• "•'• 1 :c.V, • •••••‘(4 •,- ;.' i'• tc, 't1"..•;"-t t 1.1 • ; • DETAIL.. B. DETAIL: TRANSITION IN CURB 'AT DRIVEWAYS ' . 'fr‘ . ' .' .. .. I ' d % AND CURB OPENING L OC,•',7 DRIVEWAY 1 CUI‘I.3 CaPC,1/“.. TWAHS11.10v4 11 Tfv,..A.:...1710t4 ”:' ' ''' . ‘ l + •;,•• ''%';'; : - ; -11- ! A 4 : ' 1 1 C/ 1 -. . "••••••• : 1-Cp CUR? S VARIE. . 1 A'J 1 r: - • Cl°n".1.41Fikfrt."S.C.0 . cnt o CUr<li ■04/4,,.11.V1-4,F■44.1:'' " ' 'PROFILE .Arr;?..1..k.CAA. . . RICAL . TRANSFORMER IN DRAIt.t,CC 5;1 E GetiMINEM • . 2 ....:•‘:$1:Yg. PLAN ' '. • • ' ts; i 1 - ;•• , : ■ • 1 ? E VIE •-r '' ' .; 4 4. 2: " ;;; • • .4 •- TAI ; TT I, Cal .1‘1'.1'1):9 • TYP/CAL SECTIONI:fi SWALEAND,DRIVEyvAy • a; . 1 NO 5cA1.z i t .9,1 - 7 , ;•••;Iii;•••Irs• . • ! :•• : ••••• ' • • a.s' .•• • i • • lo• 4 ' : NORMAL EAVALE 64.0P1.4„, CEMENT coucacre . . . 0.04(. FT 13' tti• C . I ;;- • • ▪ ai C. DEEP CURE, cuT (*. ■::. .. • ". CONCRET.0 : A, • ! COR4> I GWALE 1:RITTOm , • • ' ' • • A. •!, ' L.4 VI:SLOPE, MIN./3I 51.0PE, MAA.% CROM TO p ..„, - • OF_DaivEwAY, 'TO • U01 OF, SWA1 •'" • 11.1, :4: ,. , ; ' : • ' IPAALCAri FM &k' DrAIHAtAE: LiTiriALW SOD f.:11.tarc ar t.. t..1 DETAIL TYPICAL ORYWELL Loc.:71On 1- 1 C tcci r;c“.% i j 23.5 i r • • . , 3 ora r•-•.,..,,A1 . . r . N 0 SCAL 10.0 RYWE..“. ..PLAU VIEW I 'gilt... 1 ri;cittrti.'■ ;: t.u..1 Rt • k. • L.... • . r• i • . ! P A V E M E N T . . _ _ _ , ,i ?-oS" SToRAG5 g C. CThitizelD . • sv4m..4 STORAGE poikkt.._p-,El-e. • __.... . ...... .0 fi . • __.1.0..1...f1 6.t ¶T 3 _ \ 2 - ). . c C... ... - _ ... _ . . . •3 0 FT• 5 it• 1 (295(1•9S MI. 5 rr. 3 : (6'0( [IS f1. 12-6. I t- _ .. ., . . i G Ci f i : -z FT. ik 2- - -----.-3---- ----- , . ' . .: • 12 IN-/F-r. / 1 _.■.._.....G_ _ ... 151.Dc_f-- 3 l6 1 LOTS 11 IS L-. .■3,1 Lo MtViLom_E — ITN ADD t !zoo_ _ _ its). _10D 3 /14/94 _ - PW-kINP\E. CAL...Qui...AT/DNS •-cz e.y Tjvpy WIDTH -"? • Vol_ LOT 3Loc-A. 3 5 -•- 1 i24 Ft < , • ._ I J99.1.1. , h.. Lot.. 18 131ock. 3 . vvik1 be. ket' frovv, Ck'a 3o widt I Cle.V 5 • ■ (-3\Y“0 design \nitcli\r\ (;)-€ k6 I 5 og.A6s — L - 1) -4 o : z_g 4 0 C-k- 1- - 4- ■- f .., • 2 -) ‘"P■ 280 FT. SToRAGE. I ST01 AVAILABLE 29 f1I 286 I 280 3 i. . • 2c1 TO: 13 ILL HisMMiW6 r p. E SpoIANE couMTY EN6g, DEPT. SUBJECT: M tDiLOME 1 A DP/ TioN DATE: 23 /iS j 93 1 have. SLtbMitted a re_v; sed lo Plan for Loi 3 Block i V( ado me. 7TH Addi -bon with a. Froposed 21- -f w i de. drivewau instead of a 16 {t. wide drivewa as origgiviall3 shown. The owner ok - t - k ht -e_ says i-F is di {fiti&t+ -i-o e.n -}er -tine 2_ dt 3arasc from ?cedes Avenue_ as -Hie. drivewaj is vreseh-Fly cons-fracted and Would 1 ke -fo wide , 0 .1- d L - 0 0 3 g) 1 ti 0 0 1 s d d 4 1 -I-ke_ drive..way , See al drawivi9s, N DTE : Z Ga.r. 5 iara ge 'is used mov-e_ 04-I'eh *an 1 Car p aro.cig. LD 0 AUG 1 tnati F°Zinee, . , S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed '^ aV . ° ° i g ea August 8,1993 MIDILOME 7TH ADD. LOT 3 BLOCK I Scale in Feet 0 10 20 40 y l0 x5� 10' TOP OFDRIVCWAY DETAIL ':'D TYPICAL SECTION:. DRAINAGE SWALE,� LOT �, BLOCK 1 'STA. 4t18 , 407—'1 AVE. TO STA. It2S UN ION ST. Cancrett A{ren. for _ Slept 12+ 1`. ^inl' , ' 1en5th of cwb'cat ' - - Po..n fr..% ,LY y' da IL 4 t hicw : kit: -'' . c..r 1 I( CAA IN.. .. — 67514.1 — IT 1µt 'CONCRETE cuwB SWALC BOTTOM • DETAI L. , .._:. TYPICA•L SECTION: DRAINAGE:SWALE'AND'DRIVEWAY • TOP curio =SIDE. VIEW to .. 4..Y; A .lt C to Pavel.tnt Cu••t G c u e : •er•.It L.M. i ! 5r.k.na G..nt3 Sland ar4 ' (w a.P.O.T. 5 p•O) 'v }'Craaha , Sur4acins,T.r C G' C.,+ Pepth (we: bptc) "'' TYPICAL' ROADWAY'"'SECTION': .. _ NO. SCALE .... 'f CONCRETE'. CBWALB BOTTOM'. • CURB 'Cl/1 SLOrc, min./ 3'4 filoPC, NAAA aho,n TOP 1' I I ' , � ,) �IIII ff Q ^"�AI'' tt. � DIUVEWAY. TO- p I : OT AI Ir, SW �L� II�Jd61!yBL� A r�'u Yl III )fI T!c19s'V L YIYKA 1L Vr . 1'AV 1 13' TRANSITION ID S.LL. Oratn.5e 5.•.ta 1 Top .4 5.4 6rala art. t. Se a.JJ•J b DETAIL C' ' TYPICAL DRYWELL LOCATION ■ 1 ' l . • • L -4 DETAIL IL se DETAIL: TRANSITION IN CURB AT 'DRIVE WAYS AND CURB-OPENING LOCATIONS • DRIVEWAY /ENNA °PE &P /C IA1 y 1 'VAR/CS ' Go -lVCR LINO ORIVCWPYS C. CURB OPENINGS C. DETAICE.ELECTRICAL TRANSFORMER IN DRAINAGE. S K'ALE • r 10.0 t)tet rlE.1 Po.ar' i .i • Pave .w. nt 3.0' TARN S rT IOM J . •/.+ j� - Chat• ; .1 r... 12 _ ..1 , `_Cone C...♦ 'Ji ra rt (Aep P..• w...1)�'. PLAN .VIEW .`31//1 2 of A r iml,son f.'ullincrrs `Inc. (Pdl. rrl:'- 111.1:P'i n' 11,1,0 1 11/10.1 - 'IOC; 11.4u'1 Alfi.0 JIC IiUAI1 1;1).:•G1 't,A i,•l) Fit 5.%, -i1'. Cs St ..e ni • Z CAR C AR: GARAGE 6PRA6E 10' 10 r cog. C AR GARAGE Lo -37 3 LOCK 1 16 Covvcrete Curb) 24.3 27 2 CAK GARAGE r 0 ITEM PROJECT NO.- P11688 DESIGNER- DAVE BERTO PROJECT DESCRIPTION- MIDILOME 7TH ADD STREET # 1 NAME- REEVES ROAD TO 40TH AVE LENGTH- 1284.37 FT. 36.00 FT. BEGINNING STATION = 146.62 ENDING STATION = 1430.99 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 3 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED SURFACE AREA- 48912.36 S.F. ROADWAY EXCAVATION 1.50 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0. 17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 2 NAME- UNION STREET LENGTH- 410.92 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 410.92 ) TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED I ITEM MEASUREMENT QUANTITY SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE_ COURSE ASPHALT CONCRETE CURB TYPE A EXISTING STREET # 3 NAME- UNION COURT LENGTH- 230.23 FT. WIDTH- 36.00 FT. BEGINNING STATION = 269.77 ENDING STATION = 500.00 TERM # 1 : CUL -DE -SAC OFFSET PERM RADIUS = 45.00 RADII = 20.00 TERM # 2 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A EXISTING STREET #A STREET QUANTITIES MEASUREMENT QUANTITY 13425.12 S.F. 1.50 FT. 0.50 FT. 0.00 FT. 0.17 FT. 0.00 FT. MEASUREMENT QUANTITY 12168. 16 S.F. 1.50 FT. '0.50 FT. 0.00 FT. 0.17 FT. 0.00 FT. DATE- 10/22/92 WIDTH- 2717.4 C.Y. 905.8 C.Y. 0.0 C.Y. 619.0 TONS PROPOSED 2529.= FT. 745.8 C.Y. 248.6 C.Y. 0.0 C.Y. 169.9 TONS PROPOSED 745.8 FT. 676.0 C.Y. 225.3 C.Y. 0.0 C.Y.. 154.0 TONS PROPOSED 552.8 FT. OJECT MAX Li-(1vv 0 1 11--- NAME cm 1 Dratn3gc items Units ) Dryuel.l — Type A EA Dryuell — Type B EA ) Crate — Type 1 EA ) Grate — Type.2 EA ) Grate — Type 3 EA P Backfill for DW CY ') Concrete inlet EA 1) C.M. pipe 10 dia. LF 3) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 29 7 15) Sod SF Non Standard Drainage Items 1) 1S0 C6-6 -G 2) 3) 4) 1) 2) 3) 4) 5) 6) 7) 96/ BOND IiST FOI oan tit Price Cost DATE 76 Std Bdl Dui Conc Dia _Dia Dia OTHER Page Dul Dul BRF Inlet Pioe Pipe Pioe :OJ ECT :em /) Drainage items Drywall — Type A 1:1 HI ) Dryucll — Type B EA 1 ) Grate - Type 1 EA ) Crate - Type 2 EA •) Crate - Type 3. EA 114:1- Ilia Backfill for DW CY 3(.%6r9e 7(4') ' 0.2,54 ^> 376 ') Concrete inlet EA 3) C.M. pipe 10" dia. LF 3) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.H. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY ' A 70 15) Sod SF Non Standard Drainage Items 1) 2) 3) 4) 5) 6) 7) 96/ : IyPe'1\ 0256o i 2sd ' rd. BOND EST FORM NAME Units Quantity Std Bdl Dw1 Cone Dia Dia Price Cost Page Dvl Dv1 BRF Inlet Pipe Pipe Pioe DATE /Q -ZZ -qZ Dia OTHER :OJECT il(j.LA_2 NAME vyu.th■.\ Pik :em 11 Drainage items Dryveil — Type A ) Dryuell — Type U EA it ) Crate — Type 1 EA ) Crate — Type 2 EA ) Crate — Type 3. EA III )) Backfill for DW CY 11 (4°) = Bo 1 � () -7 I/O 1 ') Concrete inlet EA 3) C.M. pipe 10" dia. LF )) C.M. pipe-12 dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 1) 2) 1 So / furA4 3) 525' ci. +y `►� 4) 1) 2) 3) 4) 5) 6) 7) 96/4 Units quantity EA EA EA cY • 51C\ SF V-45 So ND EST FORi1 Std Bdl Dwl Conc Dia Dia Price Cost Page Dwl Dwl BRF Inlet Pine Pipe Pipe DATE Dia OTHER :OJ ECT mm 11 Dra l.nage items Dryvcl — Type A EA ) Drywall - Type B EA ) Grate - Type 1 EA ) Crate - Type 2 EA ') Grate - Type 3 EA ,) Backfill for DW CY ') Concrete inlet EA 3) C.M. pipe 10" dia. LF 3) C.M. pipe 12" dia. LF 10) C.M. pipe 15 dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF Non Standard Drainage Items 1) 2) 3) 4) 5) 6) 7) 96 3 75 ro ( choir) ) 7 5 4 ' T y p e . BOND EST FORM NAME U/tLCR -v) 4,4'-, Units Quantity Price Cost 74-1 DATE f() 2'1 Std lid1 Dw1 Conc Dia Dia Dia OTHER Pace Dwl Dwl BRF Inlet Pine Pipe Pipe :OJ ECT Drainage items Drywall - Type A EA ) Drywall - Type B EA ) Crate - Type 1 EA ) Crate - Type 2 EA ) Crate - Type 3 EA 1) 2) 3) 4) 5) 6) 7) Backfill for OW CY ') Concrete inlet EA 3) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items Page Dwl Owl BRF Inlet Pine Pipe Pine 96/4 Units Quantity EA EA cY 514 SF BOND E FORM L it iv /15 Vol g_ 4 l 55 Iy Price Cost DATE /0- 2.- Std Bdi Dwl Cone Dia Dia Dia OTHER • OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer TO: Duane Helt FROM: David Berto D•Q RE: P11688 Midilome 7th Addition Additional Flood Zone Language A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director October 28,1992. 1) That the regulations of the National Flood Insurance Program be observed since the proposed plat is affected by a Flood Hazard Zone. A development permit shall be obtained from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance 88 -0521) N. 811 Jefferson That the following statement shall appear within the dedicatory language of the plat: Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and the Spokane County Flood Zone Ordinance. Purchasers of lots 17,18 and 19 in block 3 of this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of these lots within the plat in the area of Special Flood Hazard. This condition is applicable to driveway approaches, driveways and private roads constructed an the site for - access. 2) A benchmark is required on the plat Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 July 6, 1992 EDGAR BUESCHKE MIDILOME INC • 400 SOUTH JEFFERSON STE #333 SPOKANE, WA 99204 -3142 Dear Mr. BUESCHKE: SUBJECT: MIDILOME 7TII ADD ' PROJECT # P 1168 G . Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process.. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. , The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and 2 stabilometer'R' value tests are required. It estimates the cost of such soil borings and tests to be approximately $2,000.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRAINAGE AREAS LOCATED. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued.: Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. /son Planning Engineer S P O IC A. N 'E OFFICE OF THE COUNTY ENGINEER • • AUTHO: `NG SIG L TURE cc: SIM'SON ENGINEERING k\gUV- value.pri N. 811 Jefferson DAT A DIVISION OF TIIE PUuLIC WOItKS DEPARTMENT Ronald C. Hormann, P.E., County•Engineer - Dennis M. Scott, P.E., Director • t TO E, L41 Cotot f /S /ff Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 156 -4715 SPOKANE COUNTY COURT NOUSE Sawa MEMORANDUM PHONE 456 -2205 SPOKANE, WASHINGTON 99260 TO.. Division of Engineering and Roads Division of Utilities Division of Buildings Spokane County Health District Fire Protection District No. 1 Model Irrigation District FROM: Thomas Veljic, Planner I DATE: May 19, 1992 SUBJECT: Review of Final Plat PE- 1168 -78 MIDILOME 7TH ADDITION Thank you. s am Enclosure c: Midilome, Inc., 606 West Third Avenue, Spokane, WA 99204 floitszvrn PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET Enclosed find copies of the above referenced final plat. Please review and forward any comments by June 2, 1992. If you have any questions you may contact Thomas Veljic at 456 -2205. TO: 6A1zi NELSoN J PL E. SPDgANE couN T y EnGszs, Derr. SUBJECT: n1 / Da. o e - 7Th ADD DATE: sjiS /9z A-F ++acke -d -cor your review are ec -in of - 1 -1 1 e_ s 4reet c4ac draivta9e pI4hs for W1idilowie_ ?7h Addi-1-iov, . Ala, ,'eluded are draivcaye calec,t(cr or, Ccfies. 1 ett% e 1 AMA II — 7hahk Yow. ii t impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed KEV /N mcyhuLK,N OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Mike Phillips, Kevin McMulkin FROM: Gary Nelson DATE: September 23, 1992 SUBJECT: Midilome 7th Addition Yesterday we met regarding the 40th Avenue, Robie Road intersection. We have the following comments to make regarding your proposed design: V / 1/ We do not think a tilted section is appropriate in this situation. We suggest that you consider either shifting the road south in the right of way, or getting a drainage easement from lot 8. 2. We suggest the curve from station 13 +09:39 to station 13 +63.56 be removed, and the road be continued as a tangent section. A curb cut should be used for the driveway to the pump station rather than the curb returns. �4. Please look at the possibility of using a larger radius curb return in the southeast corner of lot 8. You indicated that the lot line for lot 19 would go to the previous plat line east of Robie, and that easements would be added for the pump station access and the grassed percolation area. These modifications are permissible. If you have any questions, please do not hesitate to contact us. c: \wpdoc \gary \memo r o9% Q <o f /'13 Barr D Metal Frame T Gr Spokane County 5 Sta. 124-2b, 25' left Top of Grate e1ev. 5•.i -4l.5 • to — .1313 R/w ,well ,Type A - ate ,T 3 ' 'd .ft. )T" Court ay. 2012 6 Curb A O Rt zo.00 !As T• zo.00 L° 31.42. 13' Io 1 7FT a Swale Drainage Swale : Top of Sod Swale areo- to be sodded b9 eacin•home builder. 0"1F c a w \e. Curb Opening 3' wide, G "deep e Midpoint 0 Ex-is Curb Cut 5' wide , G" deep Sta. 1*30 t lt35 4_ Existirqq Double $carrel C�rwe 0 0 pi 6\6\ {f 7 1 4, Existing Curb Cut 5' wide , G' deep sta. 1-F2o to 1 +z5 d c C4 ti R, 8 0 , T 20 3g0 l • • 2 AY/ In ti� / v' Existing Double Barrel Drgwell 1 98.91 I nor Curl 8' w C f MIDILOME 7TH July 6, 1992 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer EDGAR BUESCHKE MIDILOME INC 400 SOUTH JEFFERSON STE #333 SPOKANE, WA 99204 -3142 Dear Mr. BUESCHKE: SUBJECT: MIDILOME 7TH ADD PROJECT # P 1168 G Respectfully, Gary S. son Planning Engineer ,41( AU HO: ING SIG)!ATURE PATE cc: SI ON ENGINEERING Of k\g\t\r- value.pri N. 811 Jefferson RECEWED JUL 1 p 1992 � °. r. u^'. illy !Fait X04 C O U N -- a � -^ -� A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $2,000.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRAINAGE AREAS LOCATED. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please he advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. /0-9)- Co k r f ti s n . ( y fl Cc OWE - f ; .1. Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 /> July 6, 1992 Gary S. son Planning Engineer OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer EDGAR BUESCHKE MIDILOME INC 400 SOUTH JEFFERSON STE #333 SPOKANE, WA 99204 -3142 Dear Mr. BUESCHKE: SUBJECT: MIDILOME 7TH ADD PROJECT' # P 1168 G AUTHORIZING SIGNATURE cc: SIMPSON ENGINEERING k\g\f\r- value.pri N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $2,000.00 excluding utility location. Additional Materials Laboratory remarks are as follows. NEED DRAINAGE AREAS LOCATED. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, DATE Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 (DATE) r11/ii )4Mf JJ c_LitC 3. 4 p O Tr, Fe, rsa S ,Sit 133 4M,,P w A' qq ; OV - 3/` 9– (DEVELOPER'S NAME & ADDRESS) 0. t "" Dear Mr. g (A'P ,S SUBJECT• `> / ' A i I <1 I' P v PROJECT # / (� (' Gr Respectfully, Gary S. Nelson Planning Engineer cc Riigineer k\g \flr- value.tes S;w r s ors d ti gke3c.1,,K Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $ -20o0 excluding utility location. Additional Materi is Laboratory remarks are as follows: 4 c/ f/,C4/i✓A�itG »/ec Le, it 4" The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. AUTHORIZING SIGNATURE DATE TO: MATERIALS LABORATORY FROM: t /U P. ( Set \ SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis Date: Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. Section 3 3 � / Township )1 S Range Leg (See attached section map) Project # f" Activity # 9 77] ROAD NAME R VALUES yo (ah.;n\ Other Tests Needed Listed Below: Drilling Request Estimate LOCATION Drainage - Percolation greater than 72 "/hr. Yes No Est. Act. 0 Priority (1) Needs to be drilled. (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note "actual surfacing depths will be based on 'R' value tests." • (3) Estimate of 'R' value and perc given. Not necessary to drill. Remarks* •Please note any unusual characteristics of soils andlor topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? XSECFORM. DN2 MEd= IJaE AF ,n.1 SW E1 H • 7.:, " PnteprN; atti ct„1,4 X 1••Nsiti ./0•-• TAYAtft t:; • ref-IR--es 4. .1' • : . • • a.; TRANSAMERICA TITLE INSURANCE COMPANY RECEIVED North 720 Argonne Spokane, Washington 99212 JUN 30 1992 Cmmty Engineering Prepared For: Order No.: CD- 164813M TOMLINSON REAL ESTATE Certificate for Filing Proposed: ATTN: BOB TOMLINSON MIDILOME 7TH ADDITION 400 S. JEFFERSON cc: Simpson Engineers /Duane cc: Spokane County Planning Dept. Charge: $125.00 cc: Spokane County Engineers Tax: 10.00 Total: $135.00 2ND REPORT PLAT CERTIFICATE Effective Date: June 22, 1992 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northeast quarter of Section 33, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 8, Block 3 of MIDILOME 6TH ADDITION, as recorded in Volume 19 of Plats, page 90; thence South 89 °48'55" East, along the South line of said Lot 8, 49.55 feet / to - the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence South 26 °40'38" West 155.67 feet to the South line of the Northeast quarter of Section 33; thence North 89 °48'55" West 1,075.37 feet; thence North 00 °11'05" East 531.13 feet; thence North 20 °49'09" West 179.47 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Volume 15 of Plats, page 35; thence the nex • courses and distances along s.'• . e, North 76 °44'08" East • feet; thence North 61 °37'35" _ �' feet to the West corner • 1, Block 4 of MIDILOME 6TH ADS 'ence the next eight courses and distances along the- -S herly line of MIDILOME SIXTH ADDITION, South 37 °12'21" East 220.26 feet; thence North 39 °00'44" East 68.17 feet; thence South "34" 127.86. feet; thence - South. 81 °16'31" East 54.20 feet; thence South 59 °33'43" East 124.68 feet; thence. South 18 °06'36" West 38.38 feet; thence South 87 °59'39" East 205.48 feet; thence South 00 °26'00" East 332.87 feet; to the Point of Beginning; Situate in the County of Spokane, State of Washington. (continued) Prepared For: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Order No.: CD- 164813M TOMLINSON REAL ESTATE Certificate for Filing Proposed: ATTN: BOB TOMLINSON MIDILOME 7TH ADDITION 400 S. JEFFERSON cc: Simpson Engineers /Duane cc: Spokane County Planning Dept. Charq?e: $125.00 cc: Spokane County Engineers Tax: 10.00 Total: $135.00 PLAT CERTIFICATE Effective Date: May 4, 1992 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northeast quarter of Section 33, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 8, Block 3 of MIDILOME 6TH ADDITION, as recorded in Volume 19 of Plats, page 90; thence South 89 °48'55" East, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence South 26 °40'38" West 155.67 feet to the South line of the Northeast quarter of Section 33; thence North 89 °48'55" West 1,075.37 feet; thence North 00 °11'05" East 531.13 feet; thence North 20 °49'09" West 179.89 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 76 °44'08" East 176.53 feet; thence North 61 °37'35" East 171.61 feet to the West corner of Lot 1, Block 4 of MIDILOME 6TH ADDITION; thence the next eight courses and distances along the Southerly line of MIDILOME SIXTH ADDITION, South 37 °12'21" East 220.61 feet; thence North 39 °00'44" East 68.17 feet; thence South 57 °33'34" East 127.86 feet; thence South 81 °16'31" East 54.20 feet; thence South 59 °33'43" East 124.68 feet; thence South 18 °06'36" West 38.38 feet; thence South 87 °59'39" East 205.48 feet; thence South 00 °26'00" East 332.87 feet; to the Point of Beginning; Situate in the County of Spokane, State of Washington. (continued) VESTED IN: EMMA S. HAWKINS, a widow EXCEPTIONS: Order No.: Page No.: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45335.9158. 2. PRELIMINARY ESTIMATED ASSESSMENT: ESTIMATED AMOUNT: $ R.I.D. NO.: 452 LEVIED BY: County of Spokane FOR: FILED: PARCEL NO.: 45335.9158 Lien attaches, as between seller and purchaser, 30 days after said filed date. 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: Emma S. Hawkins, a widow Edgar Bueschke and Louise E. Bueschke, his wife April 25, 1975 December 3, 1975 7512030261 (Covers property herein described and other property) Purchaser's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 4. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington Corporation July 1, 1977 August 4, 1977 7708040308 (Covers portion of property herein described and other property) CD- 164813 Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. (continued) 5. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Order No.: CD- 164813 Page No.: 3 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation December 1, 1978 September 10, 1979 7909100429 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation March 1, 1980 April 13, 1981 8104130146 Spokane County Installing operating, maintaining, altering and repairing a sanitary sewer system This and other property February 25, 1986 March 4, 1986 8603040234 (continued) GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: By Order No.: CD- 164813 Page No.: 4 Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future installed in the Easement area, right of ingress and egress The South 35.00 feet of the NE1 /4 of Section 33; Except the SE1 /4 of the SE1 /4 of the NE1 /4 December 2, 1991 December 3, 1991 9112030221 Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future installed in the Easement area, right of ingress and egress This and other property December 2, 1991 December 3, 1991 9112030222 10. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY Connie Dodge, Title Offi ,e`r For Service on this order call: (509) 922 -2222 s sketch vidod. without charge, for your e rmation<not intended to show all matter ted to the certy including, but not limited area, dimensions, easements, encroachments, tar icfn of boundaries. 11 is not part of nor does 1 . M1DILOME odifV, the commitment or pcli ' ched. The Company assume NO LIABILITY for any eralptathis sketch. Rcirence should be &to fan ate survey for hither information. 1 1 1 1 e flav _ A 2 1:074:041f 1 '40 fi■ Cie -••• OW • AO soa • gib OD (DATE) ,, )) • <4 o Tr,ft-e' S w 33 s -r l /o • cq;oti-3 /-/2- r gke_SLi ff K (DEVELOPER'S NAME & ADDRESS) a � /_ 9ti Dear Mr to ,S Cl,.1 *'e ] Q SUBJECT'. e Q / YY �i I�� �/ PROJECT # / l l t Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of percolation rate tests and stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $ excluding utility location. Additional Materials Laboratory remarks are as follows: The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE cc: 'Engineer S' S O✓�- k\g\f\r- value.tes DATE TO: MATERIALS LABORATORY CT, A &. /son FROM" Project # Activity # ROAD NAME y0 i dr Other Tests Needed Listed Below: Remarks* XSECFORM.0N2 SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. Section 3 3 Township a"S Range `G "I (See attached section map) 9 "in R VALUES 7 Drainage - Percolation greater than 72 "/hr. Yes No Est. Act. Drilling Request Estimate r] Priority (1) Needs to be drilled. (2) Estimate of 'R" value and perc given. These estimates can be used as a basis for plan approval with note "actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R' value and perc given. Not necessary to drill. Date: 7 - �rri LOCATION *Please note any unusual characteristics of soils and /or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? W ctIcr3 07J2.2a2nrc,41---.v;:m 4-‘210.--."&57- y4T`-:;. tt 's site4gist 1411- ko 1 11 ." k) sewage . ..Treqtrnent : st: e t 1/4 - . . . -4, FROM ANGLE DIST NORTH EAST TO P1168G MIDILOME 7TH ADD PLAT BOUNDRY 6 -29 -92 D.H. AUTO INVERSE * * * ** START 1645.61917 1393.98893 6 6 INV N 39 00 44.0 E 68.1700 1698.58805 1436.90100 7 7 INV S 57 33 34.0 E 127.8600 1630.00084 1544.80825 8 8 INV S 81 16 31.0 E 54.2000 1621.77939 1598.38107 9 9 INV S 59 33 43.0 E 124.6800 1558.61569 1705.87735 10 10 INV S 18 06 36.0 W 38.3800 1522.13697 1693.94722 11 11 INV S 87 59 39.0 E 205.4800 1514.94492 1899.30131 12 12 INV S 0 26 00.0 E 332.8700 1182.08444 1901.81882 13 13 INV S 89 48 55.0 E 49.5500 1181.92469 1951.36856 14 RADIAL N 0 11 05.0 E DELTA 26 29 33.0 RT RADIUS 435.0000 TAN 102. 3989 L -ARC 201.1359 RADIAL N 26 40 38.0 E RP 746.92695 1949.96612 15 14 CHORD S 76 34 08.5 E 199.3489 1135.62118 2145.26537 16 TAN @PT S 63 19 22.0 E 16 INV S 26 40 38.0 W 155.6700 996.52226 2075.37518 17 17 INV N 89 48 55.0 W 1075.3700 999.98925 1000.01077 18 18 INV N 0 11 05.0 E 531.1300 1531.11649 1001.72313 2 2 INV N 20 49 09.0 W 179.4700 1698.86833 937.93597 3 3 INV N 76 44 08.0 E 176.2500 1739.30815 1109.48387 4 4 INV N 61 37 35.0 E 171.9900 1821.04107 1260.81229 5 5 INV S 37 12 21.0 E 220.2600 1645.61095 1393.99915 1 LAT & DEP 0.00822 - 0.01022 1 HCLOSE N 51 12 02.5 W 0.0131 1645.61917 1393.98893 6 PREC = 1 TO 282988 Area = 637327.00 sq ft 14.63101 ac FROM ANGLE DIST NORTH EAST TO BLOCK 3 SIDELINES 6- 29 -92 D.B. AUTO INVERSE * * * ** START 996.52226 2075.37518 17 17 INV N 89 48 55.0 W 1075.3700 999.98925 1000.01077 18 18 INV N 0 11 05.0 E 531.1300 1531.11649 1001.72313 2 2 INV N 20 49 09.0 W 179.4700 1698.86833 937.93597 3 3 INV N 76 44 08.0 E 151.0300 1733.52152 1084.93670 19 19 INV S 20 52 10.0 E 320.0000 1434.51526 1198.93342 20 RADIAL S 69 00 08.0 W DELTA 23 33 16.0 LT RADIUS 470.0000 TAN 97.9931 L -ARC 193.2182 RADIAL S 45 26 52.0 W RP 1602.93117 1637.72275 21 20 CHORD S 32 46 30.0 E 191.8605 1273.19841 1302.79544 22 TAN @PT S 44 33 08.0 E RADIAL N 45 26 52.0 E DELTA 91 09 12.0 RT RADIUS 20.0000 TAN 20.4067 L -ARC 31.8185 RADIAL S 43 23 56.0 E RP 1259.16723 1288.54321 23 22 CHORD S 1 01 28.0 W 28.5675. 1244.63547 1302.28468 24 TAN @PT S 46 36 04.0 W RADIAL S 43 23 56.0 E DELTR 15 11 32.0 RT RADIUS 385.0000 TAN 51.3434 L -ARC 102.0844 RADIAL S 28 12 24.0 E RP 1524.37185 1037.76141 25 24 CHORD S 54 11 50.0 W 101.7856 1185.09119 1219.73294 26 TRN@PT S 61 47 36.0 W RADIAL S 28 12 24.0 E DELTA 81 30 42.0 RT RADIUS 15.0000 TAN 12.9275 L -ARC 21.3397 RRDIRL S 53 18 18.0 W RP 1198.30992 1212.64314 27 26 CHORD N 77 27 03.0 W 19.5851 1189.34659 1200.61572 28 TAN @PT N 36 41 42.0 W RADIAL N 53 18 18.0 E DELTA 251 53 57.0 LT RADIUS 50.0000 TAN 68.9466 L -ARC 219.8235 RADIAL S 18 35 39.0 E RP 1159.46883 1160.52433 29 28 CHORD S 17 21 19.5 W 80.9534 1112.07879 1176.46747 30 TRN @PT N 71 24 21.0 E RADIAL S 18 35 39.0 E DELTA 26 05 04.0 LT RADIUS 435.0000 TAN 100.7654 L -ARC 198.0379 RADIAL S 44 40 43.0 E RP 1524.37217 1037.76215 31 30 CHORD N 58 21 49.0 E 196.3320 1215.06020 1343.62340 32 TRN @PT N 45 19 17.0 E RADIAL N 44 40 43.0 W DELTA 79 32 02.0 RT RADIUS 20.0000 TAN 16.6438 L -ARC 27.7626 RRDIRL N 34 51 19.0 E RP 1200.83896 1357.68598 33 32 CHORD N 85 05 18.0 E 25.5867 1217.25092 1369.11609 34 TRN@dPT S 55 08 41.0 E RADIAL S 34 51 19.0 W DELTA 34 40 14.0 LT RADIUS 470.0000 TAN 146.7062 L -ARC 284.4042 RRDIRL S 0 11 05.0 W RP 1602.93208 1637.72369 35 34 CHORD S 72 28 48.0 E 280.0849 1132.93453 1636.20841 36 TRN@PT S 89 48 55.0 E 36 INV S 89 48 55.0 E 315.0000 1131.91896 1951.20677 37 RADIAL N 0 11 05.0 E DELTA 26 29 33.0 RT RADIUS 385.0000 TAN 90.6289 L -ARC 178.0168 RADIAL N 26 40 38.0 E RP 746.92097 1949.96553 38 37 CHORD S 76 34 08.5 E 176.4352 1090.93769 2122.81659 39 TRN @PT S 63 19 22.0 E 39 INV S 26 40 38 W 105.6700 996. 627 2075.37459 40 LAT & DEP 0.00598 0.00059 ' 40 HCLOSE N 5 36 46.5 E 0.0060 996.52226 2075.37518 17 PREC = 1 TO 654277 Area = 273259.39 sq ft 6.27317 ac FROM RNGL. DIST NOR EAST TO PR * * * ** STRRT 1821.04107 1260.81229 FROM ANGLE DIST NORTH EAST 5 TO BLOCK 1 SIDELINES 6 -29 -92 D.B. AUTO INVERSE * * * ** STRRT 1821.041 07 126 0.81229 5 5 INV S 37 12 18.0 E 220.2473 1645.61917 1393.98893 6 6 INV N 39 00 44.0 E 68.1700 1698.58805 1436.90100 7 7 INV S 57 33 34.0 E 127.8600 1630.00084 1544.80825 8 RADIAL S 57 33 34.0 E DELTA 23 51 53.0 RT RADIUS 573.8000 TAN 1'21. 2571 L -ARC 238.9980 RADIAL S 33 41 41.0 E RP 1937.80110 1060.55063 42 8 CHORD S 44 22 22.5 W 237.2741 1460.39651 1378.87639 43 TRN @PT S 56 18 19.0 W 43 INV S 56 18 19.0 W 103.0300 1403.23878 1293.15489 44 RADIAL S 33 41 41.0 E DELTA 96 27 34.0 RT RADIUS 20.0000 TRN 22.3921 L -ARC 33.6707 RADIAL S 62 45 53.0 W RP 1419.87888 1282.05953 45 44 CHORD N 75 27 54.0 W 29.8329 1410.72598 1264.27684 46 TAN@PT N 27 14 07.0 W RADIAL S 62 45 53.0 W DELTA 6 21 57.0 RT RADIUS 420.0000 TAN 23. 3560 L -ARC 46.6640 RADIAL S 69 07 50.0 W RP 1602.93707 1637.71344 47 46 CHORD N 24 03 08.5 W 46.6400 1453.31638 1245.26771 48 TRN @PT N 20 52 10.0 W 48 INV N 20 52 10.0 W 318.9000 1751.29481 1131.66286 49 49 INV N 61 37 35.0 E 146.7700 1821.04271 1260.80102 50 LAT & DEP - 0.00164 0.01127 50 HCLOSE S 81 42 35.2 E 0.0114 1821.04107 1260.81229 5 PREC = 1 TO 114511 Area = 85971.32 sq ft 1.97363 ac FROM ANGLE DIST NORTH EAST TO CENTERLINE REEVES ROAD 6 -29 -92 D.B. AUTO INVERSE * * * ** START 1739.30815 1109.48387 4 4 INV S 20 52 10.0 E 315.6100 1444.40387 1221.91670 72 RADIAL S 69 07 50.0 W DELTA 12 49 31.0 LT RADIUS 445.0000 TAN 50.0141 L -ARC 99.6103 RADIAL S 56 18 19.0 W RP 1602.93056 1637.72229 73 72 CHORD S 27 16 55.5 E 99.4024 1356.05889 1267.47996 74 TRN @PT S 33 41 41.0 E RADIAL S 56 18 19.0 W DELTA 16 25 16.0 LT RADIUS 445.0000 TAN 64.2092 L -ARC 127.5381 RADIAL S 39 53 03.0 W RP 1602.93056 1637.72229 75 74 CHORD S 41 54 19.0 E 127.1020 1261.46320 1352.37155 76 TAN @PT S 50 06 57.0 E RADIAL S 39 53 03.0 W DELTA 39 41 58.0 LT RADIUS 445.0000 TAN 160.6462 L -ARC 308.3343 RADIAL S 0 11 05.0 W RP 1602.93056 1637.72229 77 76 CHORD S 69 57 56.0 E 302.2033 1157.93287 1636.28760 100 TAN @PT S 89 48 55.0 E 100 INV N 39 10 19.1 W 0.0173 1157.94630 1636.27666 78 FROM ANGLE DIST NORTH EAST TO P1168G MIDILOME 7TH ADD PLAT BOUNDRY 5 -26 -92 D.R. AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 11 05.0 E 531.1300 1531.12724 1001.71237 2 2 INV N 20 49 09.0 W 179.8900 1699.27165 937.77592 3 3 INV N 76 44 08.0 E 176.5300 1739.77571 1109.59636 4 4 INV N 61 37 35.0 E 171.6100 1821.32805 1260.59043 5 5 INV S 37 12 21.0 E 220.6100 1645.61917 1393.98893 6 6 INV N 39 00 44.0 E 68.1700 1698.58805 1436.90100 7 7 INV S 57 33 34.0 E 127.8600 1630.00084 1544.80825 8 8 INV S 81 16 31.0 E 54.2000 1621.77939 1598.38107 9 9 INV S 59 33 43.0 E 124.6800 1558.61569 1705.87735 10 10 INV 8 18 06 36.0 W 38.3800 1522.13697 1693.94722 11 11 INV S 87 59 39.0 E 205.4800 1514.94492 1899.30131 12 12 INV S 0 26 00.0 E 332.8700 1182.08444 1901.81882 13 13 INV S 89 48 55.0 E 49.5500 1181.92469 1951.36856 14 N RADIAL N 0 11 05.0 E DELTA 26 29 33.0 RT RADIUS 435.0000 TAN 102.3989 L -ARC 201.1359 RADIAL N 26 40 38.0 E RP 746.92695 1949.96612 15 14 CHORD 8 76 34 08.5 E 199.3489 1135.62118 2145.26537 16 TAN @PT S 63 19 22.0 E 16 INV S 26 40 38.0 W 155.6700 996.52226 2075.37518 17 17 INV N 89 48 55.0 W 1075.3700 999.98925 1000.01077 18 LAT & DEP 0.01075 - 0.01077 18 HCLOSE N 45 03 17.5 W 0.0152 1000.00000 1000.00000 1 PREC = 1 TO 244106 Area = 637470.38 sq ft 14.63431 ac FROM ANGLE DIST NORTH EAST TO BLOCK 3 SIDELINES AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 11 05.0 E 531.1300 1531.12724 1001.71237 2 2 INV N 20 49 09.0 W 179.8900 1699.27165 937.77592 3 3 INV N 76 44 08.0 E 151.3100 1733.98909 1085.04919 19 19 INV S 20 49 09.0 E 318.9200 1435.89239 1198.39963 20 RADIAL 8 69 10 51.0 W DELTA 23 43 59.0 LT RADIUS 470.0000 TAN 98.7578 L -ARC 194.6834 RADIAL S 45 26 52.0 W RP 1602.93963 1637.71184 21 20 CHORD S 32 41 08.5 E 193.2946 1273.20687 1302.78453 22 TAN @PT S 44 33 08.0 E RADIAL N 45 26 52.0 E DELTA 91 09 12.0 RT RADIUS 20.0000 TAN 20.4067 L -ARC 31.8185 RADIAL 8 43 23 56.0 E RP 1259.17569 1288.53230 23 22 CHORD S 1 01 28.0 W 28.5675 1244.64393 1302.27377 24 TAN @PT S 46 36 04.0 W RADIAL S 43 23 56.0 E DFITfa 15 11 32.0 RT RADIUS 385.0000 TAN 51.3434 L -ARC 102.0844 RRDIRL S 28 12 24.0 E RP 1524.38031 1037.75050 25 24 CHORD S 54 11 50.0 W 101.7856 1185.09965 1219.72202 26 TRN @PT S 61 47 36.0 W RADIAL S 28 12 24.0 E DELTA 81 30 42.0 RT RADIUS 15.0000 TAN 12.9275 L -ARC 21.3397 RADIAL S 53 18 18.0 W RP 1198.31838 1212.63222 27 26 CHORD N 77 27 03.0 W 19.5851 1189.35505 1200.60481 28 TAN@PT N 36 41 42.0 W RADIAL N 53 18 18.0 E DELTA 251 53 57.0 LT RADIUS 50.0000 TAN 68.9466 L -ARC 219.8235 RADIAL S 18 35 39.0 E RP 1159.47729 1160.51342 29 28 CHORD S 17 21 19.5 W 80.9534 1112.08724 1176.45656 30 TRN@PT N 71 24 21.0 E RADIAL S 18 35 39.0 E DELTA 26 05 04.0 LT RADIUS 435.0000 TAN 100.7654 L -ARC 198.0379 RADIAL S 44 40 43.0 E RP 1524.38063 1037.75123 31 30 CHORD N 58 21 49.0 E 196.3320 1215.06865 1343.61248 32 TRN @PT N 45 19 17.0 E RADIAL N 44 40 43.0 W DELTA 79 32 02.0 RT RADIUS 20.0000 TAN 16.6438 L -ARC 27.7626 RRDIRL N 34 51 19.0 E RP 1200.84741 1357.67507 33 32 CHORD N 85 05 18.0 E 25.5867 1217.25938 1369.10518 34 TRN @PT S 55 08 41.0 E RADIAL S 34 51 19.0 W DELTA 34 40 14.0 LT RADIUS 470.0000 TAN 146.7062 L -ARC 284.4042 RRDIRL S 0 11 05.0 W RP 1602.94054 1637.71278 35 34 CHORD S 72 28 48.0 E 280.0849 1132.94298 1636.19750 36 TAN @PT S 89 48 55.0 E 36 INV S 89 48 55.0 E 315.0000 1131.92742 1951.19586 37 RRDIRL N 0 11 05.0 E DELTA 26 29 33.0 RT RADIUS 385.0000 TAN 90.6289 L -ARC 178.0168 RADIAL N 26 40 38.0 E RP 746.92942 1949.95462 38 37 CHORD S 76 34 08.5 E 176.4352 1090.94615 2122.80568 39 TAN @PT S 63 19 22.0 E 39 INV S 26 40 38.'I W 105.6700 996.52473 2075.36368 40 40 INV N 89 48 55 W 1075.3700 999. 173 999.99927 41 1AT R nFP 0.00827 0.00073 1 41 HCLOSE N 5 04 21.3 E 0.0083 1000.00000 1000.00000 1 PREC = 1 TO 473729 -Area = 273373.11 sq ft "'27578 ac FROM ANGL, DIST NORM, EAST TO BLOCK r 42 SIDELINES AUTO INVERSE * * * ** START 1821.32805 1260.59043 5 5 INV S 37 12 21.0 E 220.6100 1645.61917 1393.98893 6 6 INV N 39 00 44.0 E 68.1700 1698.58805 1436.90100 7 7 INV S 57 33 34.0 E 127.8600 1630.00084 1544.80825 8 RADIAL S 57 33 34.0 E DELTA 23 51 53.0 RT RADIUS 573.8000 TAN 121.2571 L -ARC 238.9980 RADIAL S 33 41 41.0 E RP 1937.80110 1060.55063 42 8 CHORD S 44 22 22.5 W 237.2741 1460.39651 1378.87639 43 TRN @PT S 56 18 19.0 W 43 INV S 56 18 19.0 W 103.0300 1403.23878 1293.15489 44 RADIAL S 33 41 41.0 E DELTA 96 27 34.0 RT RADIUS 20.0000 TAN 22.3921 L -ARC 33.6707 RADIAL S 62 45 53.0 W RP 1419.87888 1282.05953 45 44 CHORD N 75 27 54.0 W 29.8329 1410.72598 1264.27684 46 TAN @PT N 27 14 07.0 W RADIAL S 62 45 53.0 W DELTA 6 24 58.0 RT RADIUS 420.0000 TAN 23.5409 L -ARC 47.0326 RADIAL S 69 10 51.0 W RP 1602.93707 1637.71344 47 46 CHORD N 24 01 38.0 W 47.0080 1453.66081 1245.13657 48 TAN@PT N 20 49 09.0 W 48 INV N 20 49 09.0 W 318.9200 1751.75752 1131.78613 49 49 INV N 61 37 35.0 E 146.3900 1821.32483 1260.58994 50 LAT & DEP 0.00322 0.00049 50 HCLOSE N 8 35 11.6 E 0.0033 1821.32805 1260.59043 5 PREC = 1 TO 400368 Area = 85977.44 sq ft 1.97377 ac FROM ANGLE DIST NORTH EAST TO BLOCK 2 SIDELINES AUTO INVERSE * * * ** START 1621. 7939 1598.38107 9 9 INV S 59 33 43.0 E 124.6800 155:.61569 1705.87735 10 10 INV S 18 06 36.0 38.3800 15 2.13697 1693.94722 11 11 INV S 87 59 39.0 205.4800 1:14.94492 1899.30131 12 12 INV S 0 26 00.0 E 332.8700 182.08444 1901.81882 13 13 INV N 89 48 55.0 W 115.4500 1182.45665 1786.36942 51 RADIAL S 0 11 05.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 48 55.0 W RP 1202.45655 1786.43390 52 51 CHORD N 44 48 55.0 W 1202.52103 1766.43400 53 TAN @PT N 0 11 05.0 E 53 INV N 0 11 05.0 E c: 0.69057 1766.71826 54 RADIAL N 89 48 55.0 W' 1]FI TA 52 01 12.0 RT 8.2843 8. 1700 1 RADIUS 15.0000 TAN 7.31 L -ARC ...188 RADIAL N 37 47 4 0 W RP 1290. 4221 1781.71818 55 54 CHORD N 26 1 41.0 E 1.. 558 13 .49529 1772.52556 56 TAN @PT N 52 2 17.0 RADIAL S 37 47 43.0 DELTA 2:.4 02 24.0 LT RADIUS 50.0000 TAN 39.0362 L -ARC 247.8717 RADIAL S 38 09 53.0 W RP 042.00557 1741.88346 57 56 CHORD N 89 48 55.0 W 61.5386 1302.69369 1710.98724 58 TAN @PT S 51 50 07.0 E RADIAL N 38 09 53.0 E DELTA 52 01 12.0 RT RADIUS 15.0000 TAN 7.3192 L -ARC 13.6188 RADIAL S 89 48 55.0 E RP 1290.90013 1701.71837 59 58 CHORD S 25 49 31.0 E 3.155 1290.85177 1716.71829 60 TRN @PT S 0 11 05.0 W 60 INV S 0 11 05.0 W 88. 700 1202.682 °. 1716.43403 61 RADIAL S 89 48 55.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20. 0000 L -ARC 31.4159 RADIAL S 0 11 05.0 W RP / 1202.7'671 1696.43414 62 61 CHORD S 45 11 05.0 W 28.284; 1182.7 681 1696.36966 63 TRN @PT N 89 48 55.0 W 63 INV N 89 48 55.0 W ..60.0000 1182.• 1636.36997 64 RADIAL S 0 11 05.0 W DELTA 49 39 40.0 RT RADIUS 420.0000 TAN 194.3391 L -ARC 364.0350 RADIAL S 49 50 45.0 W RP 1602.93807 1637.72405 65 64 CHORD N 64 59 05.0 W 352. 64 1332.10254 1316.71296 66 TAN @PT N 40 09 15.0 W RADIAL S 49 50 45.0 W DELTA 96 27 34.0 RT RADIUS 20.0000 TAN 22.3921 L -ARC 33.6707 RADIAL N 33 41 41.0 W RP 1344. 947 1331.99921 67 66 CHORD N 8 04 32.0 E 2'.8329 1361.639 : 1320.90385 68 TAN @PT N 56 18 19.0 E 68 INV N 56 18 19.0 E 7.0300 1418.79730 1406.62535 69 RADIAL S 33 41 41.0 E DELTA 25 52 02.0 LT RADIUS 623.8000 TRN 143.2545 L -ARC 281.6259 RADIAL S 59 33 43.0 E RP 69 CHORD N 43 22 18. E 279.2402 TRN @PT N 30 26 17 E LAT & DEP 1937.80216 1060.56120 70 1621.78101 1598.38745 71 - 0.00162 - 0.00638 71 HCLOSE S 75 43 07.9 W 0.0066 1621.77939 1598.38107 9 PREC = 1 TO 330388 Area = 161045.46 sq ft - 69710 ac FROM ANGL, DIST NORM EAST TO CENTERLINE MAIN EAST -WEST ROAD AUTO INVERSE * * * ** START �"`�� 1739.77571 1109.59636 4 4 INV S 20 49 09.0 E 315.6000 1444.78224 1221.76680 72 RADIAL S 69 10 51.0 W DELTA 12 52 32.0 LT RADIUS 445.0000 TAN 50.2119 L -ARC 100.0008 RADIAL S 56 18 19.0 W RP 1602.94399 1637.71134 73 72 CHORD S 27 15 25.'0 E 99.7905 1356.07232 1267.46902 74 TAN @PT S 33 41 41.0 E RADIAL S 56 18 19.0 W DELTA 16 25 16.0 LT RADIUS 445.0000 TAN 64.2092 L -ARC 127.5381 RADIAL S 39 53 03.0 W RP 1602.94399• 1637.71134 75 74 CHORD S 41 54 19.0 E 127.1020 1261.47663 1352.36061 76 TAN @PT S 50 06 57.0 E RADIAL S 39 53 03.0 W DELTA 39 41 58.0 LT RADIUS 445.0000 TAN 160.6462 L -ARC 308.3343 RADIAL S 0 11 05.0 W RP 1602.94399 1637.71134 77 76 CHORD S 69 57 56.0 E 302.2033 1157.94630 1636.27666 78, TAN @PT S 89 48 55.0 E 78 INV S 89 48 55.0 E 105.0000 1157.60778 1741.27612 79 79 INV S 89 48 55.0 E 210.0000 1156.93074 1951.27502 80 RADIAL N 0 11 05.0 E DELTA 12 39 45.0 RT RADIUS 410.0000 TAN 45.4908 L -ARC 90.6109 RADIAL N 12 50 50.0 E RP 746.93287 1949.95318 81 80 CHORD S 83 29 02.5 E 90.4267 1146.66910 2041.11755 82 TAN @PT S 77 09 10.0 E RADIAL N 12 50 50.0 E DELTA 13 49 48.0 RT RADIUS 410.0000 TAN 49.7244 L -ARC 98.9654 RADIAL N 26 40 38.0 E RP 746.93287 1949.95318 83 82 CHORD S 70 14 16.0 E 98.7253 1113.28835 2134.02834 84 TAN @PT S 63 19 22.0 E 84 INV N 26 40 38.0 E 25.0000 1135.62709 2145.25244 85 LAT & DEP - 0.00592 85 HCLOSE S 65 24 38.7 E 0.0142 1135.62118 PREC = 1 TO 97083 No Area FROM ANGLE DIST NORTH 0.01294 2145.26537 16 EAST TO CENTERLINE NORTH RUNNING STREET OW AUTO INVERSE * * * ** START 1356.07232 1267.46902 74 7i. rnui ni Cc 10 10 (a C 1C01 =7MM 1470 AM771 1 %Q? 744i7uL AA RADIAL S 33 41 41.0 E DELTA 24 54 41.0 LT RADIUS 598.8000 TAN 132. 2651 L -RRC 260.3497 RADIAL S 58 36 22.0 E RP 1937.80844 1060.54909 87 86 CHORD N 43 50 58.5 E 258.3039 1625.88239 1571.68858 88 TAN @PT N 31 23 38.0 E 88 INV 5 81 16 31.0 E 27.0000 1621.78683 1598.37615 89 LAT & DEP - 0.00744 0.00492 89 HCLOSE S 33 28 34.8 E 0.0089 1621.77939 1598.38107 9 PREC = 1 TO 49100 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE OFFSET CUL D SAC / Q. N\ o h AUTO INVERSE V",V( ' 1 * * * ** START 1261.47663 1352.36061 76 RADIAL S 50 06 57.0 E DELTA 31 31 18.0 RT RADIUS 410.0000 TAN 115. 7157 L -ARC 225.5643 RADIAL S 18 35 39.0 E RP 1524.38405 1037.75023 90 76 CHORD S 55 38 42.0 W 222.7304 1135.78569 1168.48399 91 TAN @PT S 71 24 21.0 W 91 INV N 18 35 39.0 W 25.0000 1159.48071 1160.51242 92 92 INV S 27 35 35.0 W 180.2300 999.75012 1077.03193 93 93 INV N 89 48 55.0 W 77.0300 999.99846 1000.00233 94 LAT & DEP 94 HCLOSE N 56 34 51.9 W 0.0028 PREC = 1 TO 181841 No Area FROM ANGLE DIST CENTERLINE CUL D SAC AUTO INVERSE jiV * * * ** START 1157.60778 1741.27612 79 79 INV N 0 11 05.0 E 185.0000 1342.60682 1741.87256 95 95 INV N 18 06 07.0 E 185.0000 1518.45028 1799.35366 96 96 INV S 87 59 39.0 E 100.0000 1514.95015 1899.29239 97 0.00154 -0.00233 1000.00000 1000.00000 1 NORTH EAST TO LAT & DEP - 0.00523 0.00892 97 HCLOSE S 59 36 13.5 E 0.0103 1514.94492 1899.30131 12 PREC = 1 TO 45429 No Area L -ARC 364.0350 RADIAL S 49 50 45.0 W RP 1602.93807 1637.72405 65 64 CHORD N 64 59 05.0 W 352.7464 1332.10254 1316.71296 66 TAN@PT N 40 09 15.0 W RADIAL S 49 50 45.0 W DELTA 96 27 34.0 RT RADIUS 20.0000 TAN 22.3921 L -ARC 33.6707 RADIAL N 33 41 41.0 W RP 1344.99947 1331.99921 67 66 CHORD N 8 04 32.0 E 29.8329 1361.63958 1320.90385 68 TAN@PT N 56 18 19.0 E 68 INV N 56 18 19.0 E 103.0300 1418.79730 1406.62535 69 RADIAL S 33 41 41.0 E DELTA 25 52 02.0 LT RADIUS 623.8000 TAN 143.2545 L -ARC 281.6259 RADIAL S 59 33 43.0 E RP 1937.80216 1060.56120 70 69 CHORD N 43 22 18.0 E 279.2402 1621.78101 1598.38745 71 TAN@PT N 30 26 17.0 E LAT & DEP - 0.00162 - 0.00638 71 HCLOSE S 75 43 07.9 W 0.0066 1621.77939 1598.38107 9 PREC = 1 TO 330570 Area = 161015.46 sq ft 3.69641 ac FROM ANGLE DIST NORTH EAST TO P1168G MIDILOME 7TH ADD BLOCK 2 SIDELINES 5- 26 -92 D.B. AUTO INVERSE * * * ** START 1621.77939 1598.38107 9 9 INV S 59 33 43.0 E 124.6800 1558.61569 1705.87735 10 10 INV S 18 06 36.0 W 38.3800 1522.13697 1693.94722 11 11 INV S 87 59 39.0 E 205.4800 1514.94492 1899.30131 12 12 INV S 0 26 00.0 E 332.8700 1182.08444 1901.81882 13 13 INV N 89 48 55.0 W 115.4500 1182.45665 1786.36942 51 RADIAL S 0 11 05.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -RRC 31.4159 RRDIAL N 89 48 55.0 W RP 1202.45655 1786.43390 52 51 CHORD N 44 48 55.0 W 28.2843 1202.52103 1766.43400 53 TAN @PT N 0 11 05.0 E 53 INV N 0 11 05.0 E 88.7700 1291.29057 1766.72020 54 RADIAL N 89 48 55.0 W DELTR 52 01 12.0 RT RADIUS 15.0000 TAN 7.3192 L -ARC 13.6188 RADIAL N 37 47 43.0 W RP 1291.24220 1781.72012 55 54 CHORD N 26 11 41.0 E 13.1558 1303.09529 1772.52749 56 TRN@PT N 52 12 17.0 E RADIAL S 37 47 43.0 E DELTA 284 02 24.0 LT RADIUS 50.0000 TAN 39.0362 L -ARC 247.8717 RADIAL S 38 09 53.0 W RP 1342.60556 1741.88539 57 56 CHORD N 89 48 55.0 W 61.5386 1303.29369 1710.98917 58 TAN @PT S 51 50 07.0 E RADIAL N 38 09 53.0 E DELTA 52 01 12.0 RT RADIUS 15.0000 TAN 7.3192 L -RRC 13.6188 RADIAL S 89 48 55.0 E ._RP _- _ 1291.50013 1701.72031 59 58 CHORD .S 25 49 31.0 E 13.1558 1291.45177 1716.72023 __60 TAN @PT S 0 11 05.0 W __60 - INV 5 0 11 05.0 W _ 88.7700 1202.68223 1716.43403 61 RRDIAL S 89 48 55.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 11 05.0 W RP 1202.74671 1696.43414 62 61 CHORD S 45 11 05.0 W 28.2843 1182.74681 1696.36966 63 TANi'PT N 89 48 55.0 W 63 INV N 89 48 55.0 W 60.0000 1182.94025 1636.36997 64 RADIAL S 0 11 05.0 W DELTA 49 39 40.0 RT RADIUS 420.0000 TAN 194. 3391 BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) PE- 1168 -78 MIDILOME SOUTH ) AN APPROVED PRELIMINARY ) PLAT. ) THIS MATTER, a request for an extension of time from Midilome, Inc. has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat which originally included Midilome 5th, Midilome 6th and a redesignated area now known as Midilome South, was approved by theBoard of County Commissioners on August 8, 1989. 3. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the, Spokane County Subdivision Ordinance and have been used as a basis for this decision. 4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation remains the same since the original preliminary plat approval. 5: No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County Utilities and the Department of Building & Safety. 6. This is the second request for a time extension for the newly designated Ivlidiiome South. The total life of the preliminary plat has been approximately 5 years. The original preliminary plat included what is now referred to as Midilome 5th, Midilome 6th and newly designated. Midilome South. 7. The following facts are also relevant. a. Since the last time extension was granted, 71 of the original 168 lots have been finalized through Midilome 5th Addition (34 lots) and Midilome 6th Addition (37 lots). CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The applicant has made demonstrable progress toward filing the final plat. In review of the preliminary plat file and the criteria established to consider an extension of time, the proponent has shown that a three year extension of time is warranted and should allow the proponent adequate time to complete the final plat. 2. The applicant /owner should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. DECISION SEP 2 41991 SPOKANE COUNTY ENGINEER FINDINGS OF FACT CONCLUSIONS AND DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1168 -78 is hereby APPROVED. Ex4 ;nsion of Time Findings , , Lome Lakshas Planner I enclosure KC- GA- PE- 1168- 78/ERT TIME FNDGS-9/23/91 File No: PE- 1168 -78 DATED THIS 2 DAY OF SEPTEMBER, 1991. Under state law and county ordinance, you .have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. c: County Division of Engineering and. Roads• County Division of Utilities County Health District ' County Division of Buildings Midilome, Inc., 400 S. Jefferson #333,.Spokane, WA 99204 Simpson Engineering, 909 N. Argonne Road,.Spokane, WA 99212 File Page 2 • 9 -88 HEC Findings PE- 1168E -78 Page 1 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS & ORDER DATE: September 22, 1988 RE: MIDILOME 5TH ADDITION - Change of Conditions, PE- 1168E -78 ZE -13 -78 R -1 zoning 1. The proposal is to realign the southerly road serving the preliminary plat to avoid creating double fronting lots and the potential future creation of an arterial on 40th Avenue. No zone change or general lot size change is proposed. The redesign has two fewer lots than the original proposal. 2. Located on the west side of Pines Road and the east side of Bowdish Road and approximately 930' feet northeast of the intersection of the Dishman Mica Road and Bowdish Road in Section 33, Township 25 North, Range 44 E.W.M., Spokane County, Washington. 3. We find that the item has been properly advertised in accordance with state and local regulations. 4. We have considered and evaluated the information and conditions contained in the Planning Report for this proposal. 5. The Comprehensive Plan designates this area as Urban which is in keeping with the redesign and original proposal. 6. That we believe the proposal is compatible with existing uses in the area described in the Planning Report and explained by the sponsor during the hearing. 7. We note that area owners did not speak to the project. There were concems of the public which were explained satisfactorily during the course of the hearing. 8. We find the provisions of the State Environmental Policy Act have been complied with. 9. We approve the recommended changes of conditions of approval relating to Engineering Conditions #4 and #11 In the Planning Report. The National Flood Insurance Program does not apply to this project and one lot will utilize Pines Road as access. 10. The committee finds the requested change of the conditions to be a better design for the neighborhood. VOTE: 2 -0 to approve. DECISION AND ORDER 5 : That the preliminary plat be given conditional approval for three (3) years to October 1st, 1991. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. . Upon filing the Final Plat the zone change of the Final Plat area shall be finalized and the existing Agricultural zone classification shall be changed to R -1. 9 -88 NEC Findings PE- 1168E -78 l Page 2 IN REFERENCE TO THE ATTACHED FINDINGS & ORDER. THE HEARING EXAMINER COMMITTEE ADOPTS THE FOLLOWING CONDITIONS OF APPROVAL ATTACHED HERETO; That the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. The preliminary plat of record approval is for the property legally described In the application for this proposal. That the Final Plat be designed substantially in conformance with the changed preliminary design as legally described and advertised. No increase of density or lot number shall occur without a new application submittal and approval. IN / The Spokane County Subdivision Administrator shall review any proposed Final lca' Plat to insure compliance with the Findings and Conditions of Approval. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Planning Director /Designee. That appropriate road names be indicated on the plat. hat appropriate utility easements be indicated on copies of the proposed final plat. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 10. That 3 current certificates of title be fumished the County Planning Department prior to filing the final plat. That the following statement be placed in the final plat dedication: No more than one dwelling structure be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." The final plat map shall indicate by a clear dashed line, the required setbacks from all private, tract x or public roads. the dedication shall contain a statement that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks Indicated on this subdivision may be varied from if proper zoning approvals are obtained." 9 -88 HEC Findings PE- 1168E -78 Page 3 0. 13. That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. The purveyor will also certify on the Water Plan that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The final plat dedication will contain the following statement: The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each Lot and prior to issuance of a building permit for each Lot." 0 That no building permit will be issued for any lot within the Final Plat until " "' certified by a Washington State licensed engineer "that the water s � ,,. Y system has been r 9 9 Y installed pursuant the approved WATER PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the As Built" water system. V. That a survey is required prior to the filing of a final plat. COUNTY ENGINEER'S CONDITIONS That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish r 4,- 9 -88 HEC Findings PE- 1168E -78 Page 4 the County Engineer with As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. hat appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A l -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system? Dedication of sufficient right of way along Pines Road so as to provide 30' feet of right of way west of the centerline of Pines Road. statement shall be placed in plat dedication that no direct access be allowed from ots to Pines Road except lot 10 which is the lot located in the northeast corner of the preliminary plat. 11. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 1 2. That all public roads within the plat be designed and constructed to Spokane County standards. ,r. 13. That sidewalks are required along the west side of Pines Road and on one side of the northerly through street which provides a connection between 37th Avenue and Pines Road. Sidewalks shall be extended to 37th Avenue. 14. The County Engineer has designated typical roadway section number two, access street standard for the Improvement of interior roadways to be constructed within the proposed development. This will require the installation of 36' feet of asphalt. The construction of curbing is also required. 15. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 9 -88 HEC Findings PE- 1168E -78 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein pecified. his plat or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's Office as having stomiwater runoff problems. Since this plat or development proposal is affected by or Is a contributor to stormwater flows, property owners should participate In the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: 'That the owner(s) or successor(s) in Interest agree to join in any County approved ttormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining or operation of stormwater control facilities ". The County Arterial Road Plan identifies Pines Road as a minor arterial. The existing right of way width of 50' to 60' feet is not consistent with that specified in the plan. In order to implement the Arterial Road Plan it is recommended that a strip of property 10' feet in width along the Pines Road frontage be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Pines Road. COUNTY HEALTH DISTRICT CONDITIONS COUNTY UTILITIES DEPARTMENT CONDITIONS -1 . Page 5 Those conditions adopted by the Board of County Commissioners on December 1st, 1977, Board Resolution 77 -1394, which requires that individual residences be connected to a public sewer system rather than have individual on -site septic systems. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 9 -88 HEC Findings PE- 1168E -78 Page 6 Project will make connection with public sewer. County Utilities must review and approve plans and specs. Approved on 22nd day of September, 1988. OUGLAS S. ADAMS Chairperson Spokane County Subdivision Administrator THE HEARING EXAMINER COMMITTEE HEREBY ATTESTS TO THE ABOVE FINDINGS AND CONC USION AND VOTE. DATE: September 22nd, 1988 ` its 9 O. TRANSAMERICA TITLE INSURANCE COMPANY lls North 720 Argonne `N 0 Spokane, Washington 99212 s4 4cO Prepared For: Order No.: CD- 164813M TOMLINSON REAL ESTATE Certificate for Filing Proposed: ATTN: BOB TOMLINSON MIDILOME 7TH ADDITION 400 S. JEFFERSON cc: Simpson Engineers /Duane cc: Spokane County Planning Dept. Charge: $125.00 cc: Spokane County Engineers Tax: 10.00 Total: $135.00 PLAT CERTIFICATE Effective Date: May 4, 1992 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northeast quarter of Section 33, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 8, Block 3 of MIDILOME 6TH ADDITION, as recorded in Volume 19 of Plats, page 90; thence South 89 °48'55" East, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence South 26 °40'38" West 155.67 feet to the South line of the Northeast quarter of Section 33; thence North 89 °48'55" West 1,075.37 feet; thence North 00 °11'05" East 531.13 feet; thence North 20 °49'09" West 179.89 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 76 °44'08" East 176.53 feet; thence North 61 °37'35" East 171.61 feet to the West corner of Lot 1, Block 4 of MIDILOME 6TH ADDITION; thence the next eight courses and distances along the Southerly line of MIDILOME SIXTH ADDITION, South 37 °12'21" East 220.61 feet; thence North 39 °00'44" East 68.17 feet; thence South 57 °33'34" East 127.86 feet; thence South 81 °16'31" East 54.20 feet; thence South 59 °33' 4" East 124.68 feet; thence South 18 °06'36" West 38.38 feet; thence .outh 87 °59'39" East 205.48 feet; thence South 00 °26'00" East 332.87 feet; to the Point of Beginning; Situate in the County of Spokane, State of Washington. (continued) oN VESTED IN: EMMA S. HAWKINS, a widow EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45335.9158. 2. PRELIMINARY ESTIMATED ASSESSMENT: ESTIMATED AMOUNT: $ R.I.D. NO.: 452 LEVIED BY: County of Spokane FOR: FILED: PARCEL NO.: 45335.9158 Lien attaches, as between seller and purchaser, 30 days after said filed date. 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: (Covers property herein described and other property) Purchaser's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 4. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: Order No.: Page No.: (Covers portion of property herein described and other property) CD- 164813 Emma S. Hawkins, a widow Edgar Bueschke and Louise E. Bueschke, his wife April 25, 1975 December 3, 1975 7512030261 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington Corporation July 1, 1977 August 4, 1977 7708040308 Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. (continued) 5. CONTRACT OF SALE AND,THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: 7 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Order No.: CD- 164813 Page No.: 3 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation . December 1, 1978 September.10, 1979 7909100429 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation March 1, 1980 April 13, 1981 8104130146 (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. Spokane County Installing operating, maintaining, altering and repairing a sanitary sewer system This and other property February 25, 1986 March 4, 1986 8603040234 (continued) 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road Maintenance installed or in the future installed in the Easement area, right of ingress and egress The South 35.00 feet of the NE1 /4 of Section 33; Except the SE1 /4 of the SE1 /4 of the NE1 /4 December 2, 1991 December 3, 1991 9112030221 Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future installed in the Easement area, right of ingress and egress This and other property December 2, 1991 December 3, 1991 9112030222 10 Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY By Order No.: CD- 164813 Page No.:. 4 Connie Dodge, Title Offi.er For Service on this order call: (509) 922 -2222 t amo anna TRANMICA TITLE INSURANCE COWAN'S sketclovided. mdlhout charge, for your 7 rmotion not intended to show all matter red to the perty including, but not limited area, dimensions, easements. encroachmentspbr MIDI LO 1E tide of boundaries. It is not part of. nor does 8 - - odi , the commitment or cli fY p ' —idla9 ' .,.. .. ched. :The Company assume! NO LIABILITY for any er jelaAy1 ® sketch. Retrence Should be e;tr an ate survey for hither information. c a ® ®� - 9 1 1 1 1 1 II 1 1 rm 1 0 0 3 9 TRANSAMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE SPOKANE, WA 99212 Date Description FIN, 94- 0386820 I N V 0 I CE TOMLINSON REAL ESTATE SERVICES S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 Attention of: BOB TOMLINSON Title Officer: CONNIE DODGE Property Desc: PTN 33 -25 -44 Buyer: Seller: 5/13/92 PLAT CERTIFICATE 5/13/92 SALES TAX Phone: (509) 922 - 2222 Detail Date 5/13/92 Page 1 8388100 Order Number: 164813 Customer Reference: MIDILOME 7TH ADD Liability Amount 125.00 10.00 Invoice Total, 135.00* OFFICE OF THE COUNTY ENGINEER ENGINEER'S AGREEMENT NUMBER This agreement between Spokane County and whose interest in the project is AGREEMENT TO PAY FEES Pl1 €8 ( (name 01 person) President Owner C O U N T A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Edgar Bueschke (Le. owner, agent, etc.) is entered into this 13th day of May , 19 92 . This agreement is applicable to the project known as: 1�IlDt t -etE 7 T/t ADD, (project aaaress or mename & me numner) That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: other possible sanctions. NAME. MIDILCME, INC. ADDRESS: S. 400 Jefferson, Suite 333 CITY, STATE: Spokane, Washington 99204 -3143 ZIP CODE: PHONE #: (509) 623 -1000 FAX 623 -1475 I understand that failure to pay these fees may result in delay in compleC' or approval of the project or SIGNATURE By. deAl � -.. / k\g\t\agreemen.fee 3NZ 811 Jefferson (PRINT NAME) Edgar Bue chke Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 PAY TO THE ORDER OF it IL 1,1 (1)sEaFFRsreanps Spokane B Eastern Branch 004 III +I P.O. Box 1446 Pd Spokane. WA 99210 Midilcme, 7th SPOKANE COUNTY ENGINEERS MIDILOME, INC. CASC 0000030st. 1: 67340 DATE RECEIVED FROM c J Address b May 11 3054 19.211250 1 9 92 $ FOrl • DOLLARS RECEIPT" Ua X 0 0 0° DOLLARS �� - - - - -- Prepared For: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 TOMLINSON REAL ESTATE ATTN: BOB TOMLINSON 400 S. JEFFERSON cc: Simpson Engineers /Duane cc: Spokane County Planning De cc: Spokane County Engineers pt. PLAT CERTIFICATE Effective Date: May 4, 1992 at 8:00 a.m. ic-e. 6- REcEd MAY 1 3 1992 Order No.: CD- 164811 888hu8g Certificate for Filing Proposed: MIDILOME 7TH ADDITION Charge: Tax: Total: In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northeast quarter of Section 33, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 8, Block 3 of MIDILOME 6TH ADDITION, as recorded in Volume 19 of Plats, page 90; thence South 89 °48'55" East, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet; thence South 26 ° 40'38" West 155.67 feet to the South line of the Northeast quarter of Section 33; thence North 89 °48'55" West 1,075.37 feet; thence North 00 °11'05" East 531.13 feet; thence North 20 °49'09" West 179.89 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Volume 15 of Plats, page 35; thence the next two courses and distances along said line, North 76 °44'08" East 176.53 feet; thence North 61 °37'35" East 171.61 feet to the West corner of Lot 1, Block 4 of MIDILOME 6TH ADDITION; thence the next eight courses and distances along the Southerly line of MIDILOME SIXTH ADDITION, South 37 °12'21" East 220.61 feet; thence North 39 °00'44" East 68.17 feet; thence South 57 °33'34" East 127.86 feet; thence South 81 °16'31" East 54.20 feet; thence South 59 °33'34" East 124.68 feet; thence South 18 °06'36" West 38.38 feet; thence South 87 °59'39" East 205.48 feet; thence South 00 °26'00" East 332.87 feet; to the Point of Beginning; Situate in the County of Spokane, State of Washington. (continued) $125.00 10.00 $135.00 VESTED IN: EMMA S. HAWKINS, a widow EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45335.9158. 2. PRELIMINARY ESTIMATED ASSESSMENT: ESTIMATED AMOUNT: R.I.D. NO.: LEVIED BY: FOR: FILED: PARCEL NO.: Lien attaches, as between seller and purchaser, 30 days after said filed date. 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: 452 County of Spokane 45335.9158 Emma S. Hawkins, a widow Edgar Bueschke and Louise E. Bueschke, his wife April 25, 1975 December 3, 1975 7512030261 (Covers property herein described and other property) Purchaser's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 4. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: Order No.: CD- 164813 Page No.: 2 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington Corporation July 1, 1977' August 4, 1977 7708040308 (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. (continued) 5. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: Order No.: CD- 164813 Page No.: 3 Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation December 1, 1978 September.10, 1979 7909100429 (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: (Covers portion of property herein described and other property) Seller's interest is now held of record by Edgar Bueschke and Louise E. Bueschke, as tenants in common, as disclosed in Spokane County Cause No. 84302158 -4. 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Edgar Bueschke and Louise E. Bueschke, husband and wife Midilome, Inc., a Washington corporation March 1, 1980 April 13, 1981 8104130146 Spokane County Installing operating, maintaining, altering and repairing a sanitary sewer system This and other property February 25, 1986 March 4, 1986 8603040234 (continued) 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future installed in the Easement area, right of ingress and egress The South 35.00 feet of the NE1 /4 of Section 33; Except the SE1 /4 of the SE1 /4 of the NE1 /4 December 2, 1991 December 3, 1991 9112030221 Spokane County Construction, installation, operations, maintenance and repair of public utilities, signs and road maintenance installed or in the future installed in the Easement area, right of ingress and egress This and other property December 2, 1991. December 3, 1991 9112030222 10 Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY By 0 A ‘1) Order No.: CD- 164813 Page No.: 4 Connie Dodge, Title Offi,e`r For Service on this order call: (509) 922 -2222 TRANSAMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE SPOKANE, WA 99212 Phone: (509) 922 - 2222 I N V O I C E TOMLINSON REAL ESTATE SERVICES S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 Attention of: BOB TOMLINSON Date 5/13/92 Page 1 8388100 Order Number: 184813 Customer Reference: MIDILOME 7TH ADD Title Officer: CONNIE DODGE Property Desc: PTN 33 -25 -44 Buyer: Seller: Date Description 5/13/92 PLAT CERTIFICATE 5/13/92 SALES TAX FIN: 94- 0386820 Detail Liability Amount 125.00 10.00 Invoice Total: 135.00* .203 I 1 • ; ....e ' • ' • L a mar es. 4.14 TRANECICA TITLE INSURANCE COMPAN1 l SO MOD IIMED 11•111111 s sketclavided. v‘ithout charge, for your r e irmation < not intended to show all matte ited to 11i - erty including. but not limited I . . . 1'•/:,, . .', .Q1.,;.•''''' . • area, dimensions, easements, encroachments. r • . : • time of boundaries. It is not pert of, nor does 1 .. , M IDILOME atOtaliatttis sketch. Retrence should be ,, . ,.. .... ..:t)Itli'i•4:*:',; 4. ... cite* die survey for hither information. rZ r • ,: .::: - w MARIE 2 N \D hed. The Company assume, NO LIABILITyfor any 3-RDS odifY, the commitment or pots eilit . • ,..,„ W 'Pr 1 1 1 1 1 ..•••-•-•••-• So CC 0 ins sosimr, mas SPS 945192570 Cell uS lly ��� — I� — -- IIN -- —' 7 Z Cpn a ae rsheded my WO - L7000= s C:mun .. Mve any F<OW/pF FFMFSS® O. W eBW y gUrytkntl /1 I SHIPPE S ACCOUNT No. 2 I SHIPPER'S REFERENCE 920366259 5089169 -70 11 111 Oil I I I II *'9451 92570 * i ORIGIN SEA I 3 I PIECES 1 DESTINATION GEC, J WEIGHT 0. 20 1bSM _ad SENT BY (COMPANY NAME) S BANK OF WASHINGTON 8TH FL INTERNATIONAL DEPT. 1415 FIFTH AVENUE SEATTLE WA UNITED STATES 98101 (206) 344-5425 DESCRIPTION OF CONTENTS ORIGINAL LC DIMENSIONS - x X DIMENSIONAUOLNGEDWEIGHT l /B I COMPLETE FOR WORLDWIDE PACKAGE EXPRESS (INTERNATIONAL DUTIABLE SHIPMENTS) DECLARED VALUE FOR CUSTOMS (SPECIFY CURRENCY) SHIPPER'S EIN /SSN OR VAT NUMBER EXPORT LICENSE NUMBERISYMBOL IMPORT CHARGES DUTY 3THE TOTA COMMODITY/TARIFF CODE THIS SHIPMENT LICENSED BY THE UNITED STATES FOR ULTIMATE DESTINATION, ' • DIVERSION CONTRARY TO U.S LAW PROHIBITED IF ULTIMATE DESTINATION 15 SOUTH AFRICA OR NAMIBIA RESALE TO OR DELIVERY, DIRECTLY OR INDIRECTLY. TO OR FOR USE BY OR FOR POLICE OR MILITARY ENTITIES PROHIBITED. 9I ❑. RECEIVER ❑ SHIPPER CHARGE TO: 5 RECIPIENT (COMPANY NAME) OKANE. COUNTY .ENGINEER DAVE. BERTO • N 811 JEFFERSON. SPOKANE WA 7 UNITED TATEIS 99260 RECEIVED NOV 1 81992 SPOKANE COUNTY ENGINEER Assumed to be sender unless otherwise specified ❑ BILL RECIPIENT ❑ 3rd Party ❑ CASH $ / 6 SERVICES DOCUMENT WORLDWIDE PACKAGE EXPRESS 0 Ia CLASS WORLDMAIL ❑ 2nd CLASS OTHER ONFORWARDING 0 EXPRESS CENTER/DROP BOX CHARGES SATURDAY SERVICE ns0 PROOF OF DELIVERY ❑ ( Poo ) TOTAL) RECIPIENTS SIGNATURE X RECEIVED IN GOOD ORDER IXCEPT AS NOTED II I DOCUMENTS F NECESSARY FOR EXECUTE T HE EXPORT OF MERCHANDISE OESCRIBED HEREIN ON MVIOUR BEHALF. DHL GOES NOT CARRY CASH. SIGNATURE ON MANIFEST ` SFIISPEW8S1t;NATUriE . DATEI 141 7 -9f PLEASE PRINT NAME DATE / TIME AM PM PICKED UP BY DHL DATE / / TIME AM PM/ CONSIGNEE IN THE MA'T'ER OP ESTAI3LISIIMEN'I' OP REEVES ROAD, 40 AVENUE, UNION STIUiET, UNION COUR AND 40 COURT OP MIDILOMB 7 ADDI'T'ION AND 13ATES DRIVE, 38 AVENUE AND 13ATES COUItT OF MIDILOME 8111 ADDITION COUNTY ENGINEER'S ROAD PILE NO. 2431 11 1 1 1 1 I I RE 1 11 No Assessor's Tax Parcel Number assigned - Public Roadways 11 1 1 $ .00 11 (I r RESOLUTION NO. ...)7 0: 1 I3EPORE'IIIE BOARD OF COUN'T'Y COMMISSIONERS OF SPOKANE COTINI'Y, WASHINGTON RESOLUTION E5'I'A141,1SIIMEN'1' 4091432 Page: 1 of 2 0410711997 03;06P Spokane Co, WA This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of REEVES ROAD, 40'" AVENUE, UNION S'T'REET , UNION COURT, 40 COURT, BATES DRIVE, 38 " AVENUE AND BATES COUIt'I', proceedings for which were initiated by PRELIMINARY RESOLU'T'ION NO. 97-0205, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and naps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and VI' FURTHER APPEARING that the rights of way have been dedicated as public roads, 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREPORI BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the Ist day of April, 1997, being more particularly described as follows: REEVES ROAD - 50 foot wide right of way, from the northerly line of Lot 4 Block 7 (one foot strip) of Midilome I" Addition southerly to the southeast right of way line of Union Street. 40" AVENUE - 50 foot wide right of way, from Ilse southeast right of way line of Union Street easterly to the west line of Midilome 7 111 Addition and including Lot 9 Block 3 (one foot strip) of Midilome C Addition. UNION STREET - 50 foot wide right of way, from the northeasterly right of way line of Reeves Road northerly to Lot 4 Block 4 (one foot strip) of Midilome G" Addition. UNION COUIt'I' - 50 foot wide right of way, from the southwesterly right of way line of 40'" Avenue westerly to and including cul -de -sac. 411 COUIt'I' - 50 foot wide right of way, from the north right of way line of 40 Avenue north to and including col - dc - sac. Located in the Northeast Quarter (NE I/4) of Section 33, township 25 North, Range 44 E.W.M. of Midilome 7 Addition. ceb- BA'T'ES DRIVE - from Mc north line of I 2 Block 8 (one foot strip) of Midilome I" Addition southwesterly to the case right of way line of Bowdish Road. 38 AVENUE - 50 foot wide light of way, front the west right of way line of Bates Drive west /1 GY rT to the east right of way line of Bowdish Road. BATES COURT - 50 f on t wide right of way, from II1c southeasterly right of way line of Dales Drive southeasterly to and including cul -de -sac. Located in the Northeast Willer (NE %) of Section 33, 'Township 25 North, Range 44 E.W.M. in Midilome 8 111 Addition. (131)5 APPROVED BY THE BOARD This 1st day of April, 1997. ATTEST: WILLIAM E. I)ONAI IUE LEI�K OF TIIE BOARD By RO'ANNE MONTACUL,UEPUT3 I \v \res \cst \rf2431. midilome dist \cngr\ 1111 CO ENG 1 1 flE 1 Lot 2 Block 8 of Midilonte 1" Addition No. 1168 Lot 4 Block 7 of Midilome 1" Addition No. 1168 Lot 9 Block 3 of Midilontc 6"' Addition No. 1168P Lot 4 Block 4 of Midilome 6 Addition No. 1 I68P 4 i L(P' D. HARRIS 11 11 BOARD OF COUNTY COMMISSIONERS OF SI'0 ANE COUNTY, WASHINGTON 1011 ROSKELLEY, CIIAIRM { catWcCac- KATE ;CASLI N .7 L 4091432 Page: 2 of 2 0410111991 03:06P Spokane Co, WA and as shown by the records and naps on file in the Office of the Spokane County Engineer be and the same hereby is established as County road and the same shall be known as REEVES ROAD, 40 AVENUE, UNION STREET , UNION COURT, 40" COURT, BA'T'ES DRIVE, 31 T1 AVENUE AND IHA'I'ES COURT, Road File No. 2431. The road supervisor of the road district in which the said roads arc located are hereby directed to open and maintain the same for public use and travel. BE IT' FURTHER RESOLVED that the one fool strips described as follows are hereby dedicated for public road purposes: DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer U.S. Bank Of Washington International Banking Division .9` "....Floor 1420 Fifth Ave. Seattle, WA. 98101 Dear Sir or Madam: RE: Midilome 7 & 8 Additions P1168G & P1168H Midilome, Inc. Very truly yours, • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.G., Director July 24, 1997 Please be advised that the Irrevocable Standby Letters Of Credit No's S089170 & S092777 issued by your company as surety for installations of roads . and associated drainage facilities for the above mentioned plat, dated November 9, 1992 and December 16, 1994, in the current amounts of $26,600.00 and $13,900.00 may now be released. If you have any questions, feel free to call our office Bill Johns, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 TO litf,1�'u� FROMQ i ' OFFICE OF SPOKANE COUNTY ENGINEER AVOID VERBALORDERS r DATE 9i i . r� . Ci i 27--Y, /.-- �� SUBJEC j��C''� / -1' %i' i 6t-e - I ' 1 1 I I ' II h I ! II 1 '_(I ,i :11-. 11, it II 1'- -II I . } 1 1 I ' i; ' - I� - II !__'1 I 1 . „- jl_ {_ II 1 ,'-II � I I I II I 'i I , ' I - 11 11 '- ...:;,,__:.1, II :1: ' I' I - I, 1' 't '1 I 1 '1 - 1 ' ' !I - =' -I - )' ' " ! - li II -. I ' -'i r =11 I n_ _ It II I q 1 I 'I I U:'rT ; BANK 1 1 I ' I' ' ' 1 ' p - II 4 I - 1 , i - I I , 'I ' _ 1 I ' 1! I ' 1 ' c, ' ' 1 i -, , . - II 1 I _ 1 ! II _ 1 II I , ' - 1 1 I 11 I ' ti i ' 1 1! _ ' ll= 11 1 ' , I ' I . 11 i Ili I ! 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I 11 ! 1' I ' =1 _ I II 1 ;I I _ i t — P 1 i 1 " . -AMENDMENT! TO; - - IRREVOCABLE STANDBY LETTER OF.ICREDIT _ !' 1.- -Jr- . - I ' I - I''. � ' 1 1 _ ' ' I 1 1 1 I 1 I I ' I 1 1,- 11 .11 I I_II I , ' 1. 1 !' 1 I 1 =: I 1 . - 1, , 11117n.:,---111-=11, _ I 11 1 - - -_I, 1 , II -I 1 1 : 1 _ ' _1 II, I - I I 1 1 - II I 11 II t 1! 1 11 1.1- 1 . II 11 1 II II I II '- I " II 1 1I, 11 . • . 11=11 -_ "JANUARY -.0'6 r 111 , 997. II 1! 1 l II !1 II 11 -11 Il i) 1 1,11 � it I -1 -1 ; I 11 'II II I -II 1 II I II 1 I I 1 I hi 1 1 is LI. I '-1:-'-II--II I l !I II I I I I L I i'- I' ,I -Ii - It -h - r t I - I' II - II I II- -1 - I' II --II- I' 11 1 .-II- 0 .-1:- 11 II I - - II I! —II -' 11 - ' I I II I 1 1- I I 1 '- I, . : - I L J 1� I .I I= 1 i II I 1 I i 11 I 1 I II 11 BENEFICIARY II l i' ' - ' -II 1 ' - 1 I APPLICANT 1, I! : I- 1' - ,1 'i- II- I -' 1 1 ;= I ti I' ' - - _ -SPOKANE COUNT -I -Ij 9 MIDI LONE, ;INC ' II '- -!' '1 1- i ' 'I I'' II - - 1 _ I ' I NPORAN E JEWAE992 0 60 1 017 it it II 1 1.i1 1 1L � 1 1 S 1 ! _ II 3 1 124 1- REG 1. 11 I, li II 1 _1 1 I I -,' (L I f ' ._ 11 lI 11 .l _ I I -„ it 11 !1 _ — I ' ! = ;1 1' 11 ,. -II 11 I , r I I ( - II „ I II , 111 I , , I = Jr 1, n 1h II. 1 -- REFERENC -. ❑ MIDILOME - 8 T H IIADDITION ; S POKANE, WA1 9922 I I - I , I) , I- I I - I I I I I II- , ;- II I r -- II II - -n II ; ii I 1._ 11 n 11r I =II I - I IL I_ I 11 I. II . { I I '- ' 1 -' -I II - 11 ' -I- I ' - I' 11 '1 : _II 11 II - II I it ' 1 . I " - 1 1 .il II II - 'I 1 1 LETTER OF1 CREDIT NUMBER IS0927,77,' I! { - II il. - I 4 = t II ,- II I) - 11 II L= 1 - - I I I I L .), , - , n ,1 I -1 I ' li 11 ' ,1 1 ' = 1 1 11 -I 11 - i1 1 I I . '! 1 . - II nnnnnnn • I 'I • ! ''- , 1 '_I ,. - I .I I- 1 , i' I - -I I ! 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II II -11 1 1 1 II 11 1 1 ! I! .. 1 • it • I - ;REFERENCE:TMTDILOME- =V- II - LETTER,,OF , CREDIT I NUMBER: 'S08917 AMENDkEN T2 NUMBER:- 00311 -I. .S' BANK OF WASHINGTON, NATIONAL ASSOCIATION - i - , - - - ' "INTERNATIONAL BANKING DIVISION 9TH FLOOR', 1420 - FIFTH, AVENUE, P.O. BOX 720, SEATTLE; ,WASHINGTON IU.S.A. _'98111 -0720 SWIFT USBKUS6W FAX,- (206)' 5374' 11 II II ,ISSUANCE: I 1(206) 587_ 7049. - l ". I '_,NEGOTIATIONS: (206) '344 -5 = - ,''BANKING HOURS: 8:00.A.M. < 5:00 P.M. it- I AMENDMENT TO-IRREVOCABLE STANDBY,, LETTER,tOF :iCREDIT: I, .t ' '.- 11 , I- i 11 II , - !t I it II I - 1 1 1 1 1 { ,, I It it I ,DECEMBER 16, 19941, I, -1% ,r, j 11 ` II` :II ' I 'II ■ - , II 1 1 .mu .I -: ii - '� 1!' I - � 1 1 ' “ if BENEFICIARY -: , = .I', - ; I. a 'i APPLICANT I SPOKANE COUNTY ENGINEER, i .1 I. -1 MIDILOME, INC -J I N. ' 811 JEFFERSON' -, ':''' ,' , S; '4 JEFFERSON ii I '; i ATTN DAVE BERTO' 1 ,-" 11 - SUITE: 3'33 1 ' .SPOKANE, • WA 99260- 0170 1 1 -1 6_ SPOKANE; WA' 992047 '3143 1 ' I, ' 1, . r u -, ,. - I ' , -1, it - I II _I I II I • WE HEREBY AMEND ,IRREVOCABLE. STANDBY -LETTER OF CREDIT AS FOLLOWS: I I ... ; 1 LETTER, OF'CREDIT,AMOUNT,IS DECREASED" BYIUSD5,500 TO - A NEW ., , AVAILABLE 'BALANCEI USD38, 500. 00, V 1 - n . u . , 'PLEASE I IMMEDIATELY I ADVISE US" YOUR 'ACCEPTANCE /REJECTION'OF'THIS AMENDMENT'. PLEASE . , 1 SIIGN - AND RETURNIiA ICOPY, THIS AMENDMENT , TO US., ; . '1 ' - I : I, .,-11, n : ia - I._j II 11 -, i II II .'„ i L� u I it ., 11 1' II- 1 I , I ' 11 - i I . 1 ENDMENT ACCEPTED ENDM NT I li I :" 1 I L 1- - 1 1 I1 II 11 1 • I_ l . - :., A THORIZED. - S - ALL OTHER; TERNS '' REMAIN. - UNCHANGED ! -', 1 I .1 - I -J I II 'I 1 1. . - ,. • "- U .?8•.; BANK OF = WASHINGTON,'' NATI I I , 1 SEATTLE, WA T I 1 1 , 1 , 1I - I II I- I . 1 • I 116 - 1194 " 1 - 11 ✓t '1 I • I ,AUT.IZ vSi I d I I I l l 1.. 11 ,i II ,�.� 1 ' -" I'! IL ,I 11 I i II 1=-", II 1 II I:. _ I I .. II_ " 1 f1 • - _I I' II u I II li i I II I ( ' I ,_ ,I 1 - 1 I i I If .1zT I 1. I I I I I I,' I III • u , f - I t . L' II I • u I 11 , II 11 1 1 ATURE /'NAME - ) TITLE, i1 ASSOCIATION 11 I . O 1 ,. I I i I .1 i - li 'I ALEMASH B. TIIAHUN , -1. i rnePOj2ATE.OFFICERI URE • 1 • 1 1 - 1 " I I 16-7349 1/92 RECEIVED AUG 3 0 1993 Coeety [aaieeerio, U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT AUGUST 26, 1993 BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: S089170 AMENDMENT NUMBER: 002 A A A A A A A WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. LETTER OF CREDIT AMOUNT IS DECREASED BY US$154,000.00 TO A NEW AVAILABLE BALANCE OF US$44,000.00. PLEASE SIGN AND RETURN THE ENCLOSED COPY INDICATING YOUR ACCEPTANCE OR REFUSAL OF THIS AMENDMENT. PLEASE INDICATE (BY 'X') CHOICE: THE REFERENCED AMENDMENT TO THE LETTER OF CREDIT IS ACCEPTED THE REFERENCED AMENDMENT TO THE LETTER OF CREDIT IS REJECTED BENEFICIARY AUTHORIZED SIGNATURE / NAME / TITLE ALL OTHER TERMS REMAIN UNCHANGED U.S. BANK OF WASHINGTON, NATIO'' 'SSOCIATION SEATTLE, W APPLICANT: MIDILOME, INC. ' S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 -3143 HORIZED S RE ALE'MASH g TILgpUN CORPORATE OFFICER ilJ.SIBANK tss ss • NOVEMBER 09, 1992 BENEFICIARY: SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: 5089169 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 IRREVOCABLE STANDBY LETTER OF CREDIT AAAAAAt APPLICANT: MIDILOME, INC. S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 -3143 EXPIRY DATE: NOVEMBER 03, 1994 AT: OUR COUNTERS PRESENTLY LOCATED AT 1414 FOURTH AVENUE INTERNATIONAL DEPARTMENT, SEATTLE; WASHINGTON 98101 ON OR BEFORE 4:00 P.M. AMOUNT: NOT EXCEEDING U.S. DOLLARS 22,000.00 ( TWENTY TWO THOUSAND 00 /100 U.S. DOLLARS ) WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT AVAILABLE BY YOUR DRAFT(S) DRAWN AT SIGHT ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY PROVIDED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR 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 2. THE ORIGINAL OF THIS LETTER OF CREDIT. SPECIAL CONDITIONS: 1. ANY AND ALL BANKING CHARGES OTHER THAN THOSE OF THE ISSUING BANK ARE FOR THE ACCOUNT OF THE BENEFICIARY. 2. PARTIAL DRAWINGS ARE ALLOWED. 3. IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT SHALL BE **,THIS PAGE 1 FORMS AN INTEGRAL PART OF-CREDIT 5089169 ** " AUTOMATICALLY EXTENDED, WITHOUT AMENDMENT, FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE PRESENT EXPIRATION DATE OR EACH FUTURE EXPIRATION DATE, UNLESS WE HAVE NOTIFIED YOU IN WRITING NOT LESS THAN THIRTY (30) DAYS BEFORE SUCH EXPIRATION DATE, THAT WE ELECT NOT TO RENEW THIS LETTER OF CREDIT. ALL WRITTEN NOTIFICATION SHALL BE SENT VIA REGISTERED MAIL. DRAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: "DRAWN UNDER U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION IRREVOCABLE STANDBY LETTER OF CREDIT S089169 THIS CREDIT IS SUBJECT TO "THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS" (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 400 WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND /OR DOCUMENTS PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE OF THIS CREDIT BY THE NEGOTIATING BANK A CHARGE OF USD25.00 WILL BE DEDUCTED FROM THE PROCEEDS OF ANY DRAWING PRESENTED WITH DISCREPANCIES. U.S. BANK OF WASHINGTON, NATION:. ASSOCIATION INTERNATIONAL BANKIN 1 IISION I D sTURE ALEMASH D. TILAHUN CORPORATE OFFICER * *mTHTS PAGE 2 FORMS AN INTEGRAL PART OF CREDIT S089169 ** C If RECFW ED NOV 1 91992 3POMHE Cuu'i i [MINCER AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT NOVEMBER 17, 1992 BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: S089169 AMENDMENT NUMBER: 001 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX.(206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 AAAAAAA APPLICANT: MIDILOME, INC. S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 -3143 WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. DOCUMENTARY REQUIREMENT NO. 1 CHANGED TO READ AS FOLLOWS: A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR 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 DATED NOVEMBER 17, 1992 FOR MIDILOME VII ADDITION. ALL OTHER TERMS REMAIN UNCHANGED U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION SEATTLE, WASHINGTON IZED SSG JUDY MARZOLF ASSISTANT VICE PRESIDENT *.*i+THIS PAGE 1 FORMS AN INTEGRAL PART OF CREDIT S089169 ** i iltog— S P O IZ A N L w 14/ Ftg t k i 1 C O U NJ T Yfi i �hF,.}[ dll n DIVISION OF ENGINEERING AND ROADS WiIIiam A. Johns, P.E., County Engineer U.S. Bank Of Washington International Banking Division 9th Floor 1420 Fifth Ave Seattle, WA. 98101 Dear Sir or Madam: RE: Midilome 7 & 8` Additions P1168G & P1168H Midilome, Inc. A DIVISION OP THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 31, 1996 Please be advised that the Irrevocable Standby Letters Of Credit No's. S089169, S089170 and S092777 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plats, dated November 9, 1992, November 9, 1992 and December 16,1994 in the current amounts of S089169 $22,000.00, S089170 $38,500.00 and S092777 $25,700.00 have been recalculated as follows. 5089169 may now be released; 5089170 may be reduced to $26,600.00 (twenty six thousand six hundred U.S. dollars) both letters were for Midilome 7` S092777 • may now be reduced to $13,900.00 (thirteen thousand nine hundred U.S. dollars) for Midilome 8` If you have any questions, feel free to call our office Very truly yours, Bill Johns, P.E. ane C y pgineer David A. Berto Plat Compliance Surveyor 1026W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 . FAX: (509) 324 -3478 TDD: (509) 324 -3166 Bond Reduction PROJECT P 1168G Midilome 7th Add DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A @ 10% EA 0.4 1250.00 500.00 2) Drywall - Type B © 10% EA 0.9 1573.00 1415.70 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 © 10% EA 1.3 320.00 416.00 6) Backfill For DW © 10% CY . 48 14.90 715.20 7) Concrete Inlet EA 675.00 0.00 8) C.M. Pipe 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M. Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch /208 Excavation @ 10% CY 457.1 10.00 4571.00 15) Pond Excavation CY 10.00 0.00 16) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 16) Monuments @ 10% EA 17) Barricade LF 18) Street Signs @ 10% EA GRADING, SURFACING, CURB, AND SIDEWALK NON - STANDARD ROAD ITEMS NAME D. Berth DATE 31- Dec -96 DRAINAGE SUBTOTAL 7617.90 1.3 0.3 160.00 32.00 75.00 208.00 0.00 22.50 OTHER SUBTOTAL 230.50 19) Rough Grade @ 10% CY 470.12 10.00 4701,20 20) Top Course @ 10% CY 156.71 10.60 1661.13 21) Base Course CY 10.60 0.00 22) Asphalt Concrete © 20% Tons 214.16 44.50 9530.12 23) Curb Type A @ 10% LF 428.08 6.50 2782.52 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 16.20 0.00 1) 0.00 2) 0.00 3) 0.00 GRADING AND SURFACING CONSTRUCTION TOTAL USE 18674.97 26,523.37 2f�600.00 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON / Date /t n ic?/ Inter -of 'ce C mmunication From Subject Form 327 -C.R. ,192 PROJECT P1168G MIDILOME 7TH ADD DRAINAGE ITEMS UNITS OUANITY PRICE COST 1) Drywell - Type A 0 301. totReir EA 1.2 1250.00 1500.00 2) Drywell - Type 8 @ 30% 70 EA 2.7 1573.00 .4247.10 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 0 30% ) °R•/ FA 3.9 320.00 1248.00 6) Backfill For DW @ 30% )oy0R =fCY 144 14.90 2145.60 7) Concrete Inlet EA 675.00 0.00 8) C.M. Pipc 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M: Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation @ 30% riot 'I DY,I.'CY 1371.3 10.00 13713.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 16) Monuments @ 301.. ic7.R..6 EA 17) Barricade LF 18) Street Signs @ 30% i0704,1 EA GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 301. lo Zo 2J' "? CY 20) Top Course @ 30% 1070 'aa4* CY 21) Base Course 11 CY 22) Asphalt Concrete @ 30% 2,0 0R.t Tons 23) Curb Type A @ 30% //4'� . % zo LF 24) Curb Type B 6'� LF 25) Curb Type R LF 26) Sidewalk • SO YD NON- STANDARD ROAD ITEMS 1 ) 2) 3) . 4) 1ST BOND REDUCTION NAME DAVE BERTO DATE 20- Aug-93 DRAINAGE SUBTOTAL 22853.70 3. 9 0. 9 OTHER SUBTOTAL 691.50 1410.36 470.13 321.24 1284.24 GRADING AND SURFAC /z /' -3% ➢c 160.00 32.00 75.00 10.00 14103.60 10.60 4983.38 10.60 0.00 44'.50 14295.18 6.50 8347.56 7.90 0.00 7.60 0.00 16.20 0.00 0. 00 0. 00 0.00 0. 00 0. 00 0. 00 624.00 0.00 67.50 0. 00 0. 00 0. 00 0. 00 GRAND TOTAL 65,274.92 tAX COVER SHEET - Spokane County Engineer's Office - Third Floor Fax # 324 -3478 1026 W BROADWAY SPOKANE, WA 99260 - PHONE # (509) 456 -3600 4.9 � C 7? DATE: /a — 0 — 71 FAX #: ` 266 c� TO: (J - C _ [ 4—/t/ k Q f Wf1S'/- M/S' 7 / /!1/ COMPANY: CITY / STATE: NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: &E MESSAGE /SPECIAJ. INSTRUCTION: Th SRb.T,9 -Rril L e7/ or CO OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer U.S. Bank of Washington International Banking Division 1414 Fourth Ave, P.O. Box 720 Seattle, Wa, 98111 -0720 Dear Sir or Madam: .._: Midiiome 7th Addition F1158H Midilome, Inc. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 8, 1994 Please be advised that The irrevocable Standby Letter 03 Cr edit 5089170 issued by your company as surety for installations of roads and associated drainage for the above mentioned plat, dated November 9, and amended November 7,1592, in the current amount of S44, 00 .00 may now oe recuced to 'a lthirty eight thousand five hundred U.S. dollars The letter uo December 5 ,1994 had an error in the amount of .eduction and this is the current amount retained by Spokane County on this project. If you have any questions, feel free to call our office Very truly yours, Rona.r.. Ho:mann, P.E. Sp^ ane County Engineer David A. Berta 1026W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 • OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer U.S. Bank Of Washington International Banking Division 1414 Fourth Ave, P.O. Box 720 Seattle,Wa. 98111 -0720 Dear Sir or Madam: FE: Midilome 7th Addition P1168H Midilome, Inc. A DMSION OF THE PueuC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 5, 1994 Please be advised that The irrevocable Standby Letter Of Credit 5089170 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated November 9, and amended November17,1992,in the current amount of $44,000.00 may now be reduced to $16,500.00 (twenty five thousand seven rrundred U.S. dollars). If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 PROJECT )p / /GB G MID /tomC 7 DRAINAGE ITEMS 1) Drywell - Type A @ 10% 2) Drywell - Type B @ 10% 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 @ 10% 6) Backfill For DW @ 10% 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) G.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch /208 Excavation @ 309. 15) Sod NON STANDARD DRAINAGE ITEMS 1) 3) 4) 5) 6) 16) Monuments @ 10% EA 17) Barricade LF 18) Street Signs @ 10% EA GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 10% CY 20) Top Course @ 10% CY 21) Base Course CY 22) Asphalt Concrete @ 20% Tons 23) Curb Type A @ 20% LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SO YD NON- STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE NAME DRAde 00- r evt DATE 05- Dec -94 UNITS QUANITY PRICE COST EA 0.4 1250.00 500.00 EA 0.9 1573.00 1415.70 EA 3 0.00 EA 330.00 0.00 EA 1.3 '320.00 416.00 CY 48 14.90 715.20 EA 675.00 0.00 LF 21.30 0.00 LF 25.90 0.00 LF 32.00 0.00 LF 28.80 0.00 EA 1435.00 0.00 EA 300.00 0.00 CY 1371.3 10.00 13713.00 SF 0.70 0.00 DRAINAGE SUBTOTAL OTHER SUBTOTAL GRAND TOTAL 1.3 0.3 470.12 156.71 214.16 856.16 GRADING AND SURFACING 160.00 32. 00 75.00 0.00 0.00 0.00 0.00 0.00 0. 00 16759.90 208.00 0.00 22. 50 230.50 10.00 4701.20 10.60 1661.13 10.60 0.00 44.50 9530.1.2 6.50 5565.04 7.90 0.00 7.60 0.00 16.20 0.00 0.00 0.00 0.00 0.00 21457.49 Inter - office Communication To ,(. ( � From V Lz Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date i ,9v PROJECT P1168G MIDILOME 7TH ADD DRAINAGE ITEMS 1) Drywell - Type A @ 307. /0 2) Drywell - Type B @ 30% /0 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 @ 30% /0 6) Backfill For DW @ 30% /O 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation @ 30% 15) Sod NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) 16) Monuments @ 307.. /0 17) Barricade 18) Street Signs @ 30%/0 19) Rough Grade @ 307.. /0 20) Top Course @ 30% /G' 21) Base Course 22) Asphalt Concrete @ 30/ 20 23) Curb Type A @ 30% 20 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) • 1ST BOND REDUCTION GRADING, SURFACING, CURB, AND SIDEWALK NAME DAVE BERTO UNITS ER EA EA EA EA CY EA LF LF LF LF EA EA CY SF DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL 3. 9 0. 9 CY 1410.36 CY 470.13 CY Tons 321.24 LF 1284.24 LF LF SQ YD QUANITY PRICE 1.2 1250.00 2.7 1573.00 325.00 330. 00 3.9 320.00 144 14.90 675.00 21.30 25.90 32. 00 28.80 1435.00 300.00 1371.3 10.00 0.70 GRADING AND SURFAC 160.00 32.00 75.00 L) E 65 GRAND TOTAL DATE 20- Aug -93 COST 1500.00 4247.10 0.00 0.00 1248.00 2145.60 . 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13713.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22853.70 624.00 0.00 67.50 691.50 10.00 14103.60 10.60 4983.38 10.60 0.00 44.50 14295:1B 6.50 8347.56 7.90 0.00 7.60 0.00 16.20 0.00 0.00 0. 00 0.00 0.00 2 65,274.92 OFFICE OF THE COUNTY ENGINEER Ronald C. 1 P.E., County Engineer August 24, 1993 U.S. Bank of Washington International Banking Division P.O. Box 720 Seattle, WA 98111 -0720 Dear Sir /Madame: With regard to the letter of credit issued for Midilome VII dated November 9, 1992. Mr. Tomilinson has requested a reduction at this time. Please be advised the letter of credit number S 089170 in the current amount of $198,000.00 (One Hundred Ninety Eight Thousand 00 /000 U.S. Dollars) may now be reduced to the amount of $44,000.00 (Forty Four Thousand 00 /000 U.S. Dollars). Thank you for your attention in this matter. Sincerely, Terry ghtfo Inspector W. 1026 Broadway Ave. t7O A DIVISION OF THE PUBLIC Dennis M. WORKS DEPARTMENT Scott, P.E., Director Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 Inter - office Communication From Subject Form 327-C.R. 01 • OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dat An- eta A d i a C / Z© 19 a_77-ne-c-c-z-et ,y,DX0 1ST BOND REDUCTION PROJECT P1168G MIDILOME 7TH ADD DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A @ 30% EA 1.2 1250.00 1500.00 2) Drywell - Type B ip 30% ER 2.7 1573.00 4247.10 3) Grate - Type 1 EA 325.00 0.00 EA 330.00 0.00 4) Grate Type 2 EA 3.9 320.00 1248.00 5) Grate - Type 3 @ . 0'/• 145.60 6) Backfill For DW @ 30% CY 144 14.90 2145.60 Concrete Inlet EA 675.00 0.00 8) C.M. Pipe 10" Dia. LF 21.30 0.00 25.90 0.00 9) C. M. Pipe 12" Dia. LF 32.00 0.00 1Q) C.M. Pipe 15" Dia. LF 28.80 0.00 11) C.M. Pipe 18" Dia. EA 1435.00 0.0 12) Precast Manhole EA 300.00 0.00 13) Solid lid 10.00 13713.00 14) Ditch Excavation @ 30% CY 1371.3 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) 16) Monuments @ 301.. EA 17) Barricade LF 18) Street Signs @ 301. ER GRADING, SURFACING, CURB, AND SIDEWALK NON- STANDARD ROAD ITEMS 1) 2) 3) 4) NAME DAVE BERTO DATE 20- Aug - 93 DRAINAGE SUBTOTAL OTHER SUBTOTAL 3. 9 0.9 160.00 32.00 75.00 0.00 0.00 0.00 0.00 0.00 0.00 22853.70 624.00 0.00 67.50 691.50 19) Rough Grade @ 30!.. CY 1410.36 10.00 14103.60 20) Top Course @ 30% CY 470.13 10.60 4983.38 21) Base Course CY 10.60 0.00 22) Asphalt Type Concrete @ 30% Tons 321.24 44.50 14295.18 23) Curb Type R @ 30% LF 1284.24 6.50 0347.56 7.90 0.00 24) Curb Type B LF 7.60 0.00 2 6) S 6) Sidewalk Curb Type R SQ YD 16.20 0.00 2i GRADING AND SURFAC 72 (3 C QS GRAND TOTAL 65,274.92 0.00 0.00 0.00 0.00 ITEMS: 1) C sirr,rf Al! " Zoe Dr; .L ' Appr orl.e5 y Z-) Cn., S .km L-#" Snrjr/er.l Eai'P/, R. rmS AIR TESTED: DATE: g / /9 /9 Z i) Qo4 7 c r 2OA S, r1 b .P` .d H) Place_ Cnnr re.L Anrrrn B�l,ir.r.� Cur nrn 5r1 S % PASS / Y' S) Con 5 tru.c.4 P1 ° Ater P S i SCn ,rl > Sewn.- L; 4f 54a _ C csrc TV INSPECTION REQUEST: 6) Corr,. r.-1-- 1Drr,;r,a pf ,4s n ( +Sn 14- k Cc,,.i, DATE: 7) J,&// Tr,ffcc, ,S,,,sns tP/ cn ,.hl) Seer_ I 8) R,aiS? Waller I /nlr,rn in Ay,L/# ?)ne / YP7fpLTIt -1I,4d r ,;*4 Road 9) Renoon.e a$n( f1. , /7rP cl'lrrl.mieJ 4 (.rill f/a Hrzn L* 5'0 p rom. st /O) PrrA;r l o.v.nr erl Car A ti Zti? trin;nr. h R NE (map (map 1.1M;(,,./HnekAut i.rr sta it) llle rl 17 1n/+raan r f 6 r Le ..1-LA /3f1'n Lt 4 S Rt Art, t/S 1 7'0 4 - 4 kt 1 1L) Aril DW - Frof ine Y Grmlz'S L-e ,ZrsrJe5/1n r,/, y. n,rl MA (Ear-. () Construct (4..,l, () ¶t /ran Lt HntS /)u4 P1) Pressure. Orrars Sewry liAPa ?7rv1 MHs , lm Pi G Sew/et Ias eiel, SEWER INFORMATION: AIR TESTED: DATE: g / /9 /9 Z lir PASS 0 FAIL MANDRELL: DATE: 9/1 / y L % PASS o FAIL TV INSPECTION REQUEST: DATE: INSPECTOR'S SIGNATURE: PLAID �P J NrJ C±i+..J LE f Jrritc�i+ or WEE SPO ' N PROJECT NAME: mi c / i / e 7 tt A r.lr'v5 INSPECTOR: 51 r k 5 DATE: 7//9/93 CONTRACTOR AND /OR SUBCONTRACTORS: BueschkL., Daces Llano( Aspl„alt z" Drop ) 13 /h li.+e.) c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: BILL JOHNS FROM: DAVE BERTO DATE: November 23, 1992 SUBJECT: BOND ITEMS P1168G MIDILOME 7th The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. PROJECT P1168G MIDILOME 7TH ADD DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK, NAME DAVE SEATO UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD OUANITY PRICE 4 1250.00 9 1573.00 325.00 330.00 13 320.00 480 14.90 675.00 21.30 25.90 32.00 28. 80 1435.00 300.00 4571 10.00 0.70 4701.2 1567. 1 1070.8 4280.8 13 160.00 32.00 3 75.00 GRADING AND SURFACING DATE 22- Oct -92 10.00 10.60 10.60 44.50 6.50 7.90 7.60 16.20 COST 5000.00 14157.00 0.00 0.00 4160.00 7152.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45710.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76179.00 2080. 00 0.00 225.00 2305.00 47012.00 16611.26 0.00 47650.60 27825.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 139099.06 GRAND TOTAL 217,583.06 . 16 -7349 1/92 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 -- AMENDMENT TO- RREVOCABLE STANDBY LETTER OF CREDIT AUGUST 26, 1993 BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: 5089170 AMENDMENT NUMBER: 002 A AAA A-A / THE REFERENCED AMENDMENT TO THE LETTER OF CREDITIS ACCEPTED THE REFERENCED AMENDMENT TO THE LETTER OF CREDIT IS REJECTED APPLICANT: MIDILOME, INC. S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 -3143 ALL OTHER TERMS REMAIN UNCHANGED U.S. BANK OF WASHINGTON, NATIO SEATTLE, W BENEFICIARY U.S. BANK WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. LETTER OF CREDIT AMOUNT IS DECREASED BY US$154,000.00 TO A NEW AVAILABLE BALANCE OF US$44,000.00. PLEASE SIGN AND RETURN THE ENCLOSED COPY INDICATING YOUR ACCEPTANCE OR REFUSAL OF THIS AMENDMENT. PLEASE INDICATE (BY 'X') CHOICE: AU HORI ED SIGNATURE / NAME / TITLE HORIZED S RE SSOCIATION ftElkecti CORPnR„7E nF_,76 - I c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO August 24, 1992 SUBJECT: BOND ITEMS P11615c MIDILOME 7th ADD The bond for the above mention project is for the following items: 1) No bond has been calculated as we have not approved road and drainage plans. 2) Plat has not filed TO: Edward 5. harr , Jr. ?. E. SFo!AWE COUNTY EN6',NcEg-IN6 SUBJECT: Midilome 1 TN Add,-ti,,,,,,, Lot It Stock 3 DATE: 11/3i 93 1+ ail tars a nuittiocr of house 6L■lde.rs have_ a.1reacl: urc.l�a +ke tots in Micl.Hnwte_ 1 Addi-! unlike�f�'�c{ilonae 8 Aci.dt` +.on where a il -Hie lots were bc,t.t9int b one c,otvipaK3. Therefore. i i wok(d be di{f;.Ji +o do an overall drainage recaleujcek" for V c 1ow.e 11H Addi +ion Since -+ere is hot a con+b %necl , for drivewaj revisions or rayvrne for suck. ? tan So Tar 13 lots ou+ o 3R lo-/ have driveways , cons tru.c.ted on -lkevh - Hopeful /3 -fWart w;t1 he few , drivewa revisions in +ke_ fu +ure. 6:. it a i -4-hei will have - to be. hanc(.le_d c,t an - oft cA;vtd IAA I basis_ 1. have included additional drainage, ealeula +ions -for Midi tome. 1 Addition _ The en feu la +ibns stern.," +Teat- sufficient /swale stora will rethain on Pnnd 'Lot 14 $Ioc[c 3 (gasih C-3) i ■ +he_ proposed cL vewct , \s Widetted -from 16 feet to 3 fest. Thank You i e impson Engineers, Inc. CIVIL. ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 RECEIVED NOV 1 2 1993 SPOKANE COUNTY ENGINEER Signed S■PLE 'BASIN PAVEMENT "zog" S t o ro;G E REQulkry SWALE s'(ogAGE — NN A \ P n --- - - •FLocC 3 LOTS 8,9,IO Ss _ I 318 1 Ft? 3* i 2- =_133 Ft, 0 F_In = 13 Ftl 0,12- . 12 t Ni/ Lo t5. 0 FvY 9 Ft> 0 f 3 _4 50 99 (I 98_f� -)=�. Pt Lots 14 S IS OEo FT!' . - LS . FTC Lots 13 £ z 14.4° Fta 60 Ft" 4.6_ FT.)- k34 F-r — o_T L =1 7 - 13 S 1 6610 F't 2"16 FT" t ,�(BG)(1 98 Fr.`)= no F't -c \2 c.:( 7.4 V.N \ti J4r V o� ( \� h ao ; LL o-_)1 _.L•9 B F T) - .Aft ti F t_ 36 Ft' MIDILoME _i-rN /ApVITION RECE[VEDND. lzSoo DRAINAGE CA L C- U L AT I D N NOV 1 2 1993__ -! I_ /? /93 gE V I s E v D R 1 v w AY t2 T 4 SPOKANECOJNT1! ENGINEER k W M FOR- L-01 14 °BLOCK 3 13 pZ 544 Ft' < Dr \Vewa on Lot \o i side lot Othe,r _arwewa I STORAGE V - eQUtRED s 14 T51ock 3 will be_ t he Qtia 3 ' ; e . 7141 revnath t6' wide. 1 U 20 8 544 F f 3 z) I- TYPE A " . ISYWELL + S19 fT• S"toRA6E (o.3 ars our) Stog&GE AVAILABLE : - 7 - 70 rt, -> 541 1 7 r-r. i 5'1`1 1 Ft 14z TO: BILL REMMIN6S . F,E. S?OICANE CouN Y ENGR, DEPT. SUBJECT: tMIDILOME -NTH A DATE: toitici3 1 leave_ submi-+td w revise -d lot p(ah -for Lot 11- block 3 Midi kyne 1TH Add■-tion . The builder i would li(: -e to c.onstruct a 3o ft. wide driviewa ivis-feacl ; of a (!o fit. w +de driveway as oriyi naily sllowh . (err 11 A ran" lJJJ RECEIVED sememmic SPOKANE Gown ENGINEER o impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed KEVIN McMULKIN MI DILOME 7TH ADD. LOT I 0 TH EXPIRES 7 AVEN Curb t LineTh L ne -- October 1 15 ; SCALE IN FEET SIMPSON ENGINEERS INC. N909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 920-1322 • 13 Rode Cement Concrete Curb,Type A Spokane. County Standard • CEMENT CONCRETE DRIVEWAY DETAIL "A 13 b` RN/ 25 DETAILst, 18 • • DETAIL 1t Cs PI CONCRETE SWALE BOTTOM CURB III SLOPE, MIN. /3:1 SLOPE, MAR FROM TOP OF. DRIVEWAY TO BOTTOM OF SWALE IB Asphalt C.ncrata Pavement Clan 'e'. i co..pa ta4 Depth Asphalt Content Ski. to 4i.'r• (W.e.D.PT. Spec.) Gnashed Surfacing ,Tap C —/ G' Compacted Deptk.,(N•s.o.o.T. Spec) TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 8' �4 DEEP CURB CuT is TYPICAL ROADWAY SECTION : NO SCALE PROFILE 13 E Drel.�a Swale. • DITI0A ©A &ili/AC4E N IL(3 • SIDE VIEW R%w 13 10 -- to 5r Ws Dralnaye Swale z Top of 5od Smote area to be sodded by sack -Mown b.:lder. u 1. DETAIL C TYPICAL DRYWELL LOCATION NO SCALE 14.- DETAIL. h IS t DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY A j CURB OPERWC TRANSITION V /1 ToP CURB VARIES J T GU'14ER LINE DRIVEWAYS C. CURB OPENINGS (a" DETAIL£ ELECTRICAL TRANSFORMER IN DRAINAGE . SWALE Etcctrlc..l ro •Trancforw.r Co nc, Cab "-Conc. •eM ' F w 1 -MP -1 JL Elect r 4.1 Power 1 Yea s , Tranvformer �- - • - `Con Curb Str.et (Asphalt Pa.emewt)� PLAN VI EW of 2 V impsml Engineers, Inc. CIVIL CNCINECRS & LAND S1r12vCYORS 11.90 ARCC ROAD SPOKANE. YEA S;2i2 Ph B:L - L"? Eltra S P O K A N E ; ,;, t ;' • OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer December 7, 1993 Kevin McMulkin, P.E. Simpson Engineers Inc. 6 SUBJECT: P1168G - Midilome 7th Addition Lot 13, Block 3 Driveway Revision Approval Gentlemen: I am enclosing a copy of the drainage calculations for this project with the County's approval stamp; a blackline set of the Lot plan (approved, but not stamped) are also enclosed. In accordance with Section 2.02.A.3 of the SCRS, this approval is valid until December 7, 1995. If the facilities are not constructed, you may request an extension for an additional two years; the plans shall be revised to reflect current standards prior to granting the extension. Please arrange to update the mylar original on file at the County. If you have any questions, please contact me at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer 661 Edward J. Ptry, Jr., P.E. Plans Review Engineer encls: Calculations (1 copy) 208 Lot Plan (1) cc:y�roject file reviewer (comments only) W.1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 I @ 99 996.7, -FFVVTT S�ONAL` EXPIRES, )117( 9 S • 10 20 T S q ^s r e e. p ;i CEIViaU 0 , 40 DEC 01 1993, 41 U N. 909 ARGONNE ROAD t o 2 J 2 Z``" ! SPOKANE, WASH. 99212 . • PHONE 926-1322 MI DILOME 7TH ADD: 'LOT I3, BLOCK 3 iUEklq-igar) t"artlaelaokuri P7daf3 E. SIMPSON ENGINEERS INC. co. Rug w*s Asphalt Concrete Pavement • CIsss' B', . 2' G owp.cted Dept. Ceme.a C is E A Lspbalt Content 5 Go Spokane Co.nty Standard DETAIL -. Concrete Irro.i 'Go len5th of Garb:o t _ cs, Wale CEMENT CONCRETE DRIVEway '-SWALE BOTTOM ti Crushed Sarfadny,Ter C G' Compacted Depth (W- S.O.ot Spec) TYPICAL ROADWAY SECTION : NO SCALE *- 51erc 12a'(wm.l " • P row Getter • I!1 SLOPE, MIN. /3:1 SLOPE, Max FROM TOP OF-DRIVEWAY TO BOTTOM OF SWALE .TOP CURB KOI EL©Ji flhi ADD9fl ©[k DRWIAGL DEMOL2 1 5-LL. Dralnsye Swale : Top of 5o4 5mola area to be sodd.d by tacky-home b.14tr. _DETAIL C TYPICAL DRYWELL LOCATION NO SCALE W-DRYWELL DETAIL e D . DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CuRA OPENING _ _ DETAIL � .C'a . TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY ' - NO SCALE R /W. 13 rL In I I VARIES _J_L Gu4-4ER LINE DRIVEWAYS C." CURB OPENIRGS !'' PROFILE ,DETAICE,ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Eleetrmel rover' ,T ransform" - Cone. Garb ( -Pavement FM La t_I - I I i Electr:al Poer I L-1 'Transformer O' DEEP CURB CUT any.. .. ` \--Cent. Curb Street (ASpb.l+ Pavement) - � ' ET< PLA N YIE N' ' Sheet 2 of 2 5 i)r(psr,n Enyirlars, Inc. CIVIL ENGINEERS d- iAI+D SIARVEYOPS 11.505 ARGONNE RO:O SPOKANE :.A 99:12 Fh 926-1322 swmLE BASIN FAVE.MENT "ZoS" STogft.GE F= E4uix�v SWALE s1ogf.GE MiAILPBLE at_ocY 3 LOIS €,91 11,12 E 5 2 .' (N 3 _ FT. . Z = \3i FTr (�O )(Lois FT") s 13° FT. 12 I N /F"f. Lo l5 e O F1'.2 Q l • 0 FT LoTs 1415 S 3 1 "0 FT. 15 FTC 50 99 Xi / 0 98 F1jrJ2'1FT LOTS 13114 144 T? 60 FT 49' 97 t " LToFs 1z, 13 E , 6614 FTL 2110 F"c.'" 036)(.gg Fr") t 110 f o� .? V N`0" z4 _(l 001 X1.9P Fr ?) t I `LS FT- . o. C N 1-- 1 1/4 ° 36e FT.' MIDILOME -'rH ADDITID-N NO. IZSoo PSAIa&4_E CALC.ULA ispks 12/1-M3 ge_itsap pg\vEv4Ai �1ps1 - � IC \A/ 5 Fo1- Lot 13' I BLOCK 3 13 FT? 5 44 Ft C tiw E The dcive�nt —Lo l \.3- _EdoLk 3 wi11 be l8 'from side lot I■ne and 24' wide• O c ' ar j s ore" desi3hed - For \6'wide e,tct?* driveway oh Lot v- flock 3 which has been• changed 4o 3o' w1'de av d lo' frowt S■de •' LctLivte. s . g&: U 2-o$ 4 S " oRaG>: z \"33-4- o -1• -rS't 6D r 2-16 = 544 FT 3 I TY "PE ;A DRYWi;LL a" 519 fT." S (o.3 a Frour) s - tog AGE AVAILABLE- FT 3 5 4`- 1 FT. i 51c FT' s\t4N1/44. BASIN FAVEI•Af-Wi wzoso SwAL.E -S Ez-ECitIk9.E.1) 1-015 13,9t o e s___. ' = ya Ft' (i ei) = Vel - 12,,,, &kilt -r. , -2- 1.-0•S 15 _L 0 .T..a. ei .. 0 1 _0 5 01 19 LOTS it iS ' . & ISOD FT. • 15 • Lots l'314- e . 1. to fa . ° f' 11' , 97 _ifir 2/6 Ft 8 (1.98 ri 110 1 , .,S• E- S/A ' „.• . c VIA a a itc .4,,_° .; ../...41%.* / , *Aka , le gl ‘ 331:‘ e 0.\ , P v .0 AS 2. RECEIVED DEC 0 1993 irt n t 0,4 ,c4•;:r PEZESit 0.C..3:0RaDl • NOTIFY THE PEIM:rt stiatt r2tI2 T) 24 9.1W.S. 0,0VE0 Cf.}E?;:ri ENG M1D11._42ME - 212_2\DDATitl N0. 12 GbLCULATI.K2A tZi I EVise.i> _.1 '‘t4.IpTI-1. M Fait Lon' {3 EL-OCAC 3 • 13 031 51-ft f'V• L26 \sjuroid..0 • ---sttattlThAtixe. : J3 SeCoiZiact tac..nt‘t12 • I 7/1., N vb fror side. lot line osici 24 tat. 13 Ok\heY - &t rarcdcsted drIve.v.lo orc °tiff 5■0c.44... 3 winick sioeen‘cko,nseci 30 vi■ And toro $ ! I) hit - '707-14.0 1s 3 .4 D 1.- 4 • - z) I- TYPE 0. DRY wELL. -I- S f-cl srDgp. GE (om cf s 0 sec 0 F. AG E AV NI A3 L. E 1 o3 _ . 1 °3 > - 775 F . 7, 51 `1,_ TO: 3(LL FIEW114411465 (GARY NELSON) SPOKANE COUNTY ENGg. DEPT. SUBJECT: tt'11DILon.ic 7TH AP.AiTio DATE: 4 -9 -93 Attacked - coy- 3oir S+tMp 6+ cypr'ovckI are +he rev■sed 9%'x h" drainaje finals 4or 1...o' 4, Flock I Lok I , $jock 2. Lot 9 , sloe k. t ahcl Lo 6 Flock 3, Atso , included - for stamp n.f ctpprnval are - t - he. 5n ur revised hi o+ street and c{raihckte_ "Rns" arta . jlars r s sepias. nrcipvgn CeentY Engineering t impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 P(► agic Signed KEVEN W! iN' ►VIULW,Iti__ W z z W . Q. ■ + 031 �I t „2 i _ED al' N " d'd Wt oIQ In In d = L ID I I rn Ot3$ e E.R. 40TH MIDILOME 7TH ADD. LOT 1, BLOCK 2 , Sodded Earth Berm Sta. 11+31 W u Sea Detail H Double Barrel br�welt -C of Grate, E1ev. See Detail �,� Sodded Earth Berm COURT 0} SS • a 20 10 SCALE IN FEET 10 20 Stu. t2t 2 B 2.002 1 See Deta 'H ■ Curb Cut • t6 wide 6" deep 'AP Sta. Mt 41'‘ See Detail ° A ' E,Iectrical Tr ans form e,r SeeItetail "E 05 No. 12500 3/8/93 (KwM) 40 Curb ECEIVED R 0915 ;3 gy Engineering r ECEIVED MAR 2 9 1S9J County Engineering CiS."Et.CE E. S,APE'Oil EI!CSCtEiia U.'i:O ARGON ROAD 5 POr.kN E.1'. ASH. T:212 ftCU 92o-1222 DETAIL-q 15 R/w 25 L 16 L 16 .li ry. /ft. a� p , 16F Sala Cewe.t Concrata Curb Type. A Spak.nc Co..t3 Standard DETAIL "D" TYPICAL. SECTION: DRAINAGE SWALE , 4' WIDE STA. 0 +79, ♦OTN CT. TO STA. 12 +32, 40 TN AVE. STA. 5+62, •OTN AVE. TO STA. 3+92, UNION CT STA. 0 +90, UNION ST TO STA. 12+•9 TO STA. 13+60, 13 Co. crate Apron {ar Slope 12:1 tw■al leasth of curb cat ' Down f rom Gutter y' wide a 4 cK Curb_+r TYPICAL -0 833 t. TYPICAL ROADWAY SECTION : NO SCALE 21 66' DETAIL "A care cur \ -51ope Breaks -/ 10' 13 PLAN STA. 7 +17 40 TN AVE. 10TH AVE., Left T' 011.1e. ` _ Swale Batt., curb at slope of curb R/W t 8,5' 0 SWALE MOM,. �( -f1!— Asphalt C•ncrata Pavement Class 'p, 2 Co..p.ctea Dcpt Asphalt Content S GVT- (w.s.D.oT. Spec.) Gr cashed Surfacing ,Top C G' Compacted Depth (WS Cot Spec) 1 CEMENT CONCRETE - CONCRETE DRIVEWAY CSWALE BOTTOM CURD ‘-1:1 SLOPE, MI14. /3'.1 SLOPE,I'IAH 1 TOP OF DRIVEWAY TO BOTTOM OF SWALE 2 LOT I,BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8, BLOCK 3 MIDILOME 6T8 ADO Top CURB _ OE TAI L Gz SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 18 / G' DEEP CuR6 CuT DETAIL: PROFILE TRANSITION DETAILS ELECTRICAL r [ / Dro,n•5e Swale_ 13 G101iL,1i-!G:a]L [))V`a/hIG :Itht 1r SIDE VIEW R/w 19 et/ Swale. ar Swale: Tap sad Swede area to be Sodds d each by ea<b fsme ba1Ner. 0 DETAIL C TYPICAL DRY WELL LOCATION NO SCALE DETAIL TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY �I CORN OPEHINC 1 VARIES G.4 -1-ER LINE DRIVEWAYS 6 CURB OPENINGS G. TRANSFORMER IN DRAINAGE SWALE to u B Elcctr :c.l rower Trans f arm.r i Conc. Curb I \CL Ease tnent - T C S..atem t r -;-ems F/w L :ncJ �' r { Electr;cal eon. - 1 �i - ems Tranerorener �--t RECEIVED' LEan< E..•a `-- St reet (LSpn..e Po.r.r., rt) M IPR a ra M N' Sh?' 1 2 U[ 2 �� c &111psvn Engulcpr, Inc. • nom Ertt.:11[LRS A' LANE: CdJR\fri■2`. AitCCM:E L:921: S TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top of earth berm (3 at top) Covered with grass sod END VIEW : 1:1 Slope,min. /3 :1 Slope,mex. from top of berm to bottom of Swale DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE _ STA. 4 +80,40TH AVE. TO STA :0+90, UNION ST. LOT 4, BLOCK 1 0.Z2 222 13 _ 7' t/ , 4.5 0 1 0 9 0 4. Swale Bottom Flat Bottom No Slope_ elev. 20%04 MIDILOME1 7TH ADD. DRAINAGE DETAILS DETAI L SIDE RECEIVED MAR 2 9 1993 � eQ Ina taIE:C 4 t011•Sa tS Psi F 2 - cw.oss-secTiomp,L. p1/4.F.st. oF SWALE : Lai 0 91 01 0.4 izeGiUtge1;> MIDILOMS 1 ADDV LON ST DRAINUSGE. CALCULKTIONS 2.00 1.') .1 619 FiL S (to ces o‘.11 z 2 3 42- FI• * -- B FT 3 I II LOT 24 1 A z. 2 ° 12 - fT. 4: 7- Z. S+ fl. 3 --- 61Z - P:N> E.- AND 11:N61 OF SW/al-e kf 100 V'1. Ant) t.o THEN SWALE MR( E.E coot it)net. FLAT LOT \ VOL. - a (4‘ t 5.8St 9 3.55 fT. 54-6 H. 84 tz.500 2116 /93 • (4.7,5) .3,55_ 1. /7. 2.) * C 0 U F-T Lot 3 P z- 119 ct f 1. :k; 5 0 F1. s ?Wit. 12.441. • 232 S 1_0" 3 VOL. ( f1 z l41 f1- > 5o L.i.- g)t (4)(z)( 1 +3.8 5 ' T / o 6 lbJJ 3 MAR 17 1993 . 232- 1 . - 1 1:t e. iiiiilinlin t es i na;i - !I - Clunty6EIng9ines-rIng. • or of fl' v4AY 0.116 I WA LE / S L O PE . l 0' M 1 &v ITION p.r•tNkGE CAI- CULF.1 IUNS SP.SEMssT 8a 1 5 3 13 I;ASEMEN 10 0 Tor of DR"vE I 1 A DO o,0 16l F(. /ft ?Snr��� p F�SVIPLE 5 4 \ Co NC. �tDKr Cu RS St�Q CA 12 L� 05: - 5ECr10NPL Ye- of SWALE. C4 ) k C2)(0:)/364\ Z 1.98 F1. 1.01 a it or R1W 1' NORM ^ 1161 . FT/ in YF;�j� / iRsi 7 /7 -k-cYr o � olt 5 -- , ALE SL A S WA.LE BOTTOM No. Iz5oo z /IG/93 (Kwr -t) r a o5S-S CZIDMM Ale-f-• OF SWALe C t+ C G uRB ( 2)(° ) ( 3,55 1.01. 0.42) 2.,00 . RECEIVED . RECEI 1E4, . . MAR 2 91993 MAR 17 1y� County Engineering. County Engineerr,; Electrical Trans See. Detail'" 2 , Double Barrel To? of Grote i zd See • Detail "C" Curb Cu t E.R tG"ni 'See Detail P. C deep and "B' 1 0 i 0 MIDILOME 7TH ADD. LOT, 4,BLOCK I 50B WO. 12500 3/6/93 (KWM) N.'JJ ARGONNE ROAD NORTH SCALE IN FEET 0 10 20 40 • 1" , 20 . • APR 0 91yyJ Engineering CLARENCEE. u!MPW1d E +Tit�ERB� sic,- . '14 i wa,.fsib -n,ar- g:,fi a 91S93 county Engineering 44 mem s Nog 6.4 Rim Cement Cbncrata Curb,TypC A Sp.Kane Caa.1y Standard DETAIL "D" TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE STA. 0 +79, 40 TN CT. TO STA. 12+32, 407K AVE. STA. 5 +62, •0 AVE. TO STA. 3+92, UNION CT STA. 0190, UNION St 70 STA. 12+49 TO STA. 13+60, 13' 10 Caner etc. Apr. {. Ien54h of curb cut 1 3 wide u 4 2 I DETAIL n A 10' CEMENT CONCRETE DRIVEWAY 13 4' B le B cLis rl. /rl. .OLIB rT /fl. Asphalt C.narate Pavement Class 'B 2 Comp.dad Perth Asphalt Coates+ SaAI• t. 447. (w.s.O.o -T. Spec.) Crushed 5urt.cln5 ,Tap C G' Compacted Depth (w.5 -0-oT Spec) TYPICAL ROADWAY SECTION : STA. 7 +A7, 407N AVE. IO7K AVE., Loft 1' GI, It' •gate Swale Saliva care at elope of Curb Slope- 12:1 (•{al Down from Gatter DETAIL Ca R/W 0.OIhl DETAILc "' NO SCALE .s NORMAL SWALE SWPE„.A SWALE OOTTOM "1 r 3 / t LONG RE T6 Cti R9 LI :1 SLOPE, Slut/ 311 SLOPE,MIAA -FROM TOP OF DRIVEWAY TO BOTTOM of SWALE LOT ',BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT B, BLOCK 3 MIDILOME 6TH ADD. Top CURB PROFILE F ra..u.ye Sale TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 8 I 4 • DEEP CURB CuT WAIDICL ©Ib1L 7/` H AD d1i©J DE/MHIL'Ai fDE`trb,I,ULL S r .O' TRANSITION SIDE VIEW Rim Gu4FER LINE l 19 = Smut Dralnase Swale : Top of Sod Swale area to be Bedded by each shame buuder. o DETAIL. 0 TYPICAL DRY WELL LOCATION NO SCALE 14•-•DRYWELL L _ J u to DETAIL 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY A I 1 V,Cula OPENG IN 1 VARIES DRIVEWAYS fa CURB OPENINGS fe DFTAICE ELECTRICAL TRANSFORMER IN DRAINAGE . SWALE lo' 10 �— Eleelr:eal Pone. .Transfer me. i Co..c. Garb e� i r P O' - Easement • Smete T R/ LnCJ )" 1 I. Electrlcat Pow, I lJ 1 Troaefor...er I a.. n ` -Coot. Curt' 5" reel (P-SO-all Ps•e.....f) PL V IE CEIVED .fie V impsmt 6ugir(4'4`il . . li mooring Crt'I1 (11Clll'c LRS k LA A I f n 900 ARGONNE ROAD • _ j,_ 9951 —_ 9 1'4 1— .— TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETA I L NO SCALE Top of eorth. berm (3' wide of top) Covered with arose sod • r r END VIEW : DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA.4 +80,40TH AVE. TO STA.0t90, UNION S7. LOT 4, BLOCK 1 t G' 1:% 5lope, min. / 311 Slope, max. From top of berm to bottom of swole. 8 7 4.5 `Swett Bottom Flot Bottom, No Slope EICV. Z010 MIDILOME 7TH ADD. DRAINAGE DETAILS SIDE 3: 51ope, 3 1 1:1 Slope,min. RECEIVED WIAR 2 15yJ p 14 " 1a t:ie.6YMi1 {i: Wtidlidtii�S:sffi 13 A 1,1 .5 I TOttc _ grA B o 12-5 t too. Qv) (t zl Ki (t.1.0.s1 — S -t 2,61:7 t 1to.o4 iS) — err r — 6 tecTc - zoo° * Woo 'PT: Lo 0..1z .P I r\ = 81;50+ 1 / 1 / 4 8810 31 O.+ = ) 1 9 6. Er± 1.3 0 cg- y 504_ *. _ _ 12_ Lty TP.NT. 4-6 taitni OF 0 C • 11.2 U I 12- tA2 $7 0 g P.N r.“_1=1/4131..s. - - (- - (3/4) (z)(11-) (t t F,GDITiDt4 r10_ 1z.E.00 ov-tAwknic. P1 C..kt_c.uLk 5/5/9 z 4.15 f 12- SW A L. ST = 15.11 31 + 51 ?..S.VISED Pbkt> R t/30/93 1-01 ELoCK I 1 (-) 4 1 - ci r tY F1/±) 7. 4% RECEIVED RECEIVED • MAR 1 7 1993 . (c p4 - 4)tsunigriner t y1N3 12_ County Engineering • 2 Double Barrel Drywells \\ a / "Co? of Grate,Elev, 2DIO \ \ � / See Detail °C" - \ .r; Q / / .\ /1 x / l ei e Driveway See Deto. "B" o.na "6" Sodded Earth Berm Sta. GtDO, See Deto. \l ° H" MIDILOME 7THADD. LOT 9, BLOCK 2 G 3 x oi % O --\o \ 'r \ `9 ) 'Q \8 SCALE IN FEET 0 10 20 30B ND 12.500 3/893 (KWM) 2. 40 RECEIVED APR 0 91993 Caaty Engineering RECEIVED .M NEB A CO t R 2 j 1993 SPCM .C. W;,4 :;' 2L} YIILl1 County Engineering / W Rho 13 tekl ./ a n. nc a • 6 t Cement Concrete Carb,TypC C Spokane County Standard C_rb.b...or DETAIL "D" 10 F r /.l 4 PLAN z DETAIL ..AI Comerst< Apron {cr lens cf curb cat . 3 wide a 4'4 *1cY. ' . kik Curb Con " • 'Vanes • - &-Asphalt - . L 514e breaks- DETAILS 11 10 AMS rt /m. Asphalt Concrete Pavement Claes'D', 7 compacted Depth Abphslt Lenten* 54,'•t. 4 Vb . (w•s•D.o.T. spec.% Crashed Sot-foeing ,Top C — G' Compacted Depth (w•S.D Spec) TYPICAL. ROADWAY SECTION : NO SCALE TYPICAL. SECTION: DRAINAGE SWALE, 4' WIDE STA. 0+79, 40TH CT. TO STA. 12+32, 40111 AVE. LOT I, BLOCK 2 STA. 5+62, 40TH AVE. TO STA. 3+92, UNION CT. LOT 6, BLOCK 3 AVE. L07 9, BLOCK 2 LOT 8, BLOCK 3 M101LOME 6TH ADD. STA. 0 +90, UNION 37. TO STA. 7+47, 40T STA. 12+49 TO STA. 13 +60, 40TH AVE., L•it 13• 1' • Co..Greta Curb Smote. tMtom et slope of Curb Slope- l2:1 (min) ' Der.. -from Getter ❑ ETAI L Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE BA4 13' E 10' r 8.5 u Li 1.1 t/ - OH33 / • DT✓m .. v . CEMENT CONCRETE CONCRETE DRIVEWAY SWALE BOTTOM -C.---- - CUR V III SLOPE, MIN. /3'.1 SLOPE, MAA FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE W NORMAL SWALE SPE,r'S 1B -oils rt{ Top CURB J OETAILE ELECTRICAL TRANSFORMER IN DRAINAGE . SWALE 10' I 4' DEEP CURB CUT y 2S PROFILE MITAL(AL flHI /AIm© LI)ft th6Gr(aa l; LDA< TRANSITION SIDE VIEW R/w 0 Scala Dr. na4e Swale : Top of Sod Smote area to bt Sodded by sack -bona b•.lNcr. N DETAIL C TYPICAL DRY WELL LOCATION NO SCALE / / 1 .-DRYWECL L J DETAIL ES DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURS OPENING LOCATIONS DRIVEWAY ?CURD OP @UN6 l VARIES 3.0' GaunER LINE DRIVEWAYS Co" CURB OPENINGS � — elan rlc.l fo..cr Trans former Cc.■c. Garb TRANSITION %)_ ' f /.: L_1ntJ JJ � 1 I I j �--- ctr1c.l robe - t] o; Tranalormcr I L-Conc. Cwc _--\_, St reet ( Asphalt Pa.e....., 1 ) - -c .... PLAN VIEW RECEIVED 2 1993 Vivylson F RI2c. r P.ql- 111GIdLl:PS S LAUD SVP:i (CPS 11.90ci Rl.1l;l.r g legineering TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETA I L 1 END VIEW : DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4+80, 40TN AVE. TO STA. 04-90, UNION ST. LOT 4, BLOCK I LA 1, 1' al 1 8 45 I '5 -4- i A - r ;es - , 1 r 0114 \ ---5....e1e Bottom flat Bottom ,14o Slope. EIC.V. SOW% NO SCALE 1 Slope,m‘e./ 311 Slope, moat.. f rom top of berm to bottom of swede Top of ea.riVs. berm (3' of top) covered with graze sod 1 MIDILOME, 7TH ADD. DRAINAGE DETAILS 11 II SIDE 3:\ kope.,MO.A. 3' 1:1 Stope,min. RECEIVED MAR 2 9 1993 County Engineering IL ligr INC. 6 ' aiiattilt4 Wig:a A t so o5 -i l6) 11t. 1 oTm._ '2_ A 12. 7C7 M f ?An. " tzt vrztv‘'S. wvi'ER-viov.S MID(LOIAE - ADDrtloN STORmWATE.R. DRAINAGE. C-Al..C.Ul-MvoNS z. z Y3 1 0oD 4- 3 c 1‘ ? = ZSt,7S3k 5 I kt? = 3p,li3 ET 2.1 - 1 33Z_ 1) 1 2.51 C 35 1 .5 1 63 f1. ,./ . " , 2,P b. 3...F T.7 * — 62.; FT. 3 12. 04/ sToFAGa NW A 1 3 OtS9 1 uNtom ST. To to, _ k-07 ELocv_ -so tit 135 HO. 12.5oc) z/I6/93 it,' ■ s' ) ( 3.55 F1 -- 163 ‘z v ci)Z BP•siN ‘ --I> (.9 1.98 fT 036 ft? -Dv - eV tVf titier RECEIVED RECEIVED • • MAR 2 9 1993 MAR 17 1993 County Engineering --County- Enginterit. Lop I0 ' . . ioP of pfz+vEv4M M\Dlt_OME � PDD tTloNI ty' AItJ KG CP L CU LA it NS €ASSNV r4T 3 >;P5 EMEN"f Top of DRtvEwrY F./v4 0,0141 ft. /ft• � m;mnrr1" top. �oPE Rl w . 4°- 0 8 s IT V to- $ CRoS: AREA of SwALE. (+./ (2)(Q )/ 64 \z 1.913 F� 1.01 0.11 r e . ... 'c` 0,0 N o t ?: � I . �v .7... F T � .. ,_.. .. ' �TP Q i �iT�`77��T�lb`FffiY�T, �q3. F l .. . . ....... .... .. . WA LE. SLOPE ......,..,......., SwkLE Bono CROSS - SecttQNAL F t(. OF SWALC NO \tSoo z/16/g3 (KwN\0 CD NC. c uRB Co NC. tA ... RECEWEP.....RECELVED.. . • MAR '2. 19 MAR 171993 " Wit' En neefing Minty Engineering Electrical Transformer See. Detail "E` Single Sarre' Drywell - Cop, of Grate Elev.201o See. De - tail ao \ \s \ c \ \• \°? \ , Sodded Earth Berm - \ Se'e Detail Curb Cut } ■O "deep 5ta. 5t Ck Detal1 \ S p e , \ / l° 9 �\ S ri F \ C) - Drivew See Detail "B and "G // ,' / q K MI•DILOME 7?tf ADD. LOT 6, BLOCK 3 • 7 v Z Double Barret Drywells Tor of Grate, Elev. 2oo9s 2 See Pe-tail "C' I M 4 0 / RE Eli/ED D MAR 2 91993 MPR 0 J ,:_ . r, : peering SDB NO 12S0O 3� B/93 (KW 1• /`.'1 t wiv E 13 Curb r 6ru CEMENT CONCRETE • DRIVEWAY B/w Ceaeat C.ncrata Curb ,Type A Spol.*.c County Standard DETAIL U D D II DETAIL "A PLAN kfili NL©>RE 7YT 5 DETAILS 1 NO SCALE TYPICAL SECTION: DRAINAGE SWALE, 4' WIDE STA. 0+79, 40 TN CT. TO STA. 12+32, 40TH AVE. STA. 5 +62, 40 AVE. 70 97A. 3+92, UNION C7. STA. 0 +90, UNION ST. TO STA. 7 +47 40TH AVE. STA. 12+•9 70 STA. 13 +60, •0tH AVE., Loft 13' 1 7 a ; °If ` eencrete Sw.te %Nbw cars a t.slope of Curb Concrete /.pro. { Slope. 12:1 1..1.31 Ienyth of curb cut ' - Down from Getter • S' a 41 1 4144 .. a .h'4h c�- L. . • :.es.a.... — ar.wmaron I CUrb Ceti\ -. Vanes 1 ` \ 2 Aaphall-7_,, L_st r e 5rea%s— 1 T Asphalt Concrete Pavement CI..•'p Compacted Depth AsphaM Content 5 G i f t• (w•a.O.a.T. Spec.) Cr ushad S,rfaclny ,Tap C G Compacted Depth (.4.S0.aT Spec.) DETAIL G. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W lil 8,5 13 r L d L up' u LI NORMAL SWALE SLAPE.�s. • ill O.Olbl F t ^ ' •: CONCRETE CeWALE BOTTOM CURS '1 SLOPE, Mitt/ 3:1 SLOPE,1 - aj CROM TOP OF DRIVEWAY TO DOTTOV1 OF 18 I 4' DEEP CURB CUT SWA 15' TYPICAL ROADWAY SECTION : LOT I,BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8, BLOCK 3 M101LOME 6TN ADD. ToP CURB 13 c 9ra0.ye Swale. LLII _ A /=) )L OTOOl?J t(/AtlL > SIDE VIEW IO P/N 13 /e W Ca 5-Me Drslnage Swale. : Top of Sod Swale area -to be sodd.4 by each tome builder. DETAIL t C TYPICAL DRYWELL LOCATION NO SCALE / W-DRYWELL N ,. DETAIL. 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY j CURB OPENING CiU4-1-ER LINE DRIVEWAYS 4 CURB OPENINGS G.. PROFILE DETAICE ELECTRICAL TRANSFORMER IN DRAINAGE . SWALE IB' 7 i Electric.' fo..er Transtor...er 7 -Conc. Curb l Pavement C5..ale- T t / F/. Line -� , 1 I Elect.: al Po t: -l . s , 5treet ” rhait P en n -, °,) PLrANR VI E Shed 2 S impson £ngincen, Inc. n 909 AR.ONNE' P'5' 'SFG. <!,c, ,� .. 5741 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETA I L NO SCALE Top of eortt. berm (3'wide of top) covered with 9ras9 sod DETAIL "I TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80,40TN AVE. TO STA. 0+90, UNION ST. LOT 4, BLOCK I tI 13 I 1' END VIEW : la' o ._ Z � �F T . 1' 51ope,m'tn. / 3 +1 Slope, moat. F rom top of berm to bottom of swede Oy f �' 1/4 --Sveole Bottom flat Bottom, NO Slope Elev. 20102 MIDILOME, 7TH ADD. DRAINAGE DETAILS SIDE RECEIVED MAR 29 1993 gam Engineering IL S€ ' ' al t,43 INC. t13/4 Wit:a PREA -lotAL G9, 22.1 F'i. 8369 (11)(kb)= 133 � 03.1,ft 0./ r:cRE A RooF5 ¢EV ISE.D MtP1L -ov' - -1TH ADDITION N0. 12500 STORMWATER DRfitNAG; C- ALCUILATIDI.lS 5/4/ci (KWr`) tD / BASIN M 1 U rLvtsE9 "a/t /93 Pnvr. _ ( 1 t 14) (18) 154 ;t9 — to t2- a)(Is) cvogs RADiuS FILLET @ �}ON AVE L ( z 2J LoTS 2000 F? z LOT STORAGE ■'MLABLE (4)(2-)(11)(8) z (4)(Z)(11.)(17-) a V9) SS 8l CURB RADiuS FILLET e GuL DE -S/.G 5000 PT f 1 ? a Ea' ,Eth MAR 29 1993 Minty Engineering 3 2,996 Sa 88.98 65.08 4 3 FT?= io.1d1 A c 19 59. 4(P `? 0. F c FT A DR1vES 3 Lo i 5 C°_ t000 FT• Z 30D0 FL 1,01 Ofl0. 11,1(' 0. A \mets,nous=- _9369-t 5000t 3000 . 19 fTt 913`$ P.Cg6 11,960 51 A GRAsS = X09,221 — ,14- , -t-G`l t X2;5515 tt 1,..-7-1 ACf2� 1.16 ' STORAGE REQuI lLEp = '9960 F -t. ;t YZ IN LEIS f1. 121N /FT- ora" S1 PVA1t_ABL6 z 110 — 16 z 9+ FT• t 3.55 FT- = 334 FT. cRw o„ hvTr 100 ft X WV; FTZ = 198 FT uA'otl CC. 532. ' 4IS ✓o . fT3 > 415 RECEIVED MAR 17 1993 Pn,,nh rnrtinnorina 5 32 FT. 4 t0 13 SiasemSr-LT lof of vf-‘vewtot 1 tAkptteoME 1 p,pv rnoN HO_ 1Dcfatt4 /9.6e CALcui_p. '1 1.0 ( r-) en f 5 60? t• 4. t Jo .1 • 0 SO? 6 j i i rk K k% I 0 dS.OSS - SCTIONtht- kize•A of Sv49.1-a 1- Milk \ 3 E.- / To? of •1;)wl l,9$ 1•01- w •A-e- .4nre fr.,471 AnfrAscilr 6-.06"/ frvFT MoRMAL sw,cLg _cv.oss- sect totoa. P.F.th of Sm.L.e. 3.55 RECEIVED MAR 2 1993 RECEIVED Gcunt Erikinetring • co 44 C, FES 1WR 17 _tEily Engineering %�\\ R� _j �� c c9:>---n0 CV\ EE a P drr' P fu PLAT IUDlL©NdIE r/TH MD. LOT rfi f LOM 'd EXPIRES 71171 9 fi GPAp+IIC SCALE ON FEET) 10 20 40 �.. 20 . impsvn. Engineers, Inc. Cl vll CI<GIUEEGS h LW.D SURvl 'ORS N./09 ARGONNE ROAD SPOKANE, Wr, 992I2 PP 9;15-022 CoN4RETE APRON FOR SLOPE I2:1 DETAIL: TRANSITION IN CURB AT DRIVEWAYS LGNGT• or [use cur AND CURB OPENING LOCATIONS pOWN FROH GUTTCR 12 WIDE U 4" THICK �-+I-��i• " " •�' I �TRWSITIOH CUR B•• -r vcb CU 4.r IAS N. , / �ASPHALT'Z.. N J .. fL SLOPE 8RGKU _ DETAIL. "A DETAIL • C ° t 1 i PLAN TYPICAL DRYWELL LOCATION NO SCALE . -1 13 y 10' ' 1 etas, I:I MIN.SLOPE 3:1 MAa. SLOPE 11 M DETAI I. - Ca L .... TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4FALC ..,, : '.. R u NORMAL SWALE KOOCw,y Top CURB 111 O .OIL = 1: T TF '- 6WALa NoTTOM' 111 SLOPC, MIN./ 311 SLAPC,1 -wt fltOPA Top Or ORIVCWAY To OOTTOM or b•ALE PROFILE 13' LuVLL UVE 7/1111 W I> L 9` ii-M DM! AU LIIL`V'G'vVL DETAIL 13 ORIVEWAT ( CuHY OetruNC R/ W VARIES 2.0' TRACTS ITT OX Cauiica Lwc DRIVRWAYS G" CURO OPCNIHGS le" DETAIL. "D TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4 +18, 4018 AVE. TO STA. 1 +25 UNION T 10' 8.5 I.S TOP OP ORivfway-, - I 4' 1>-;),‘ o•11G7 trier filrl \cos <RCrc SwAr -C Lwrron C A( L1 y DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8 4' PBLP CURD CUT TOP..OF LARTH UCKM (3 wioC AT.TOP) . - COVERLD WITH 60.aSS 15,O0 CXPIRES 71171 ion Pr aVIA.0 w..wJ lu 1 unpsou Engiurrrs, Inc. CIVIL. I,I:d L I 6 1 AI ID 'l11P.L IvRS I l.fi•:5 nG; ?:n,:; it ,AP ..,u AI,i. ... rCl: m -I :Ji .� 2 of - „e -• L am\ _:FIRES 7 ;17, s3 20 GRAPHIC SCALE OH FF'I') 0 10 20 / 40 A inl�son Ewjineers IlL. F:GIEERS n LAIID Sui?VE9ORS \ `\ N.909 ARGOIJNE ROAD] ANE WA 9921^ Ph 9:10-1122 L CONCRETE APRON FOR SLOPE 12:1 LENGTN Or CURO CUT DOWN FROM GUTTER 12 WIDE* * THIJK� CURB W U 1 11 -... DETAIL A /lcurb Cut I\ \ •� Vestal / `ASPNALT'Z \ J SLDPE BREAKS PLAN DETAIL • P C TYPICAL DRYWELL LOCATION NO SCALE Le-DRYwELL DETAIL. -E .. - -- 1:1 MIN.SLDPE 3:1 MAA.610PE CGMENT CONCRETE DRIVEWAY • • 11 M ❑ ETAIL Ca. • TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY N0 {%ALC 5 R/w 8 (t ofeP cu RO cuT CONCRETE 6WALE 6oTTOM '. r • . 44 ,0 +. 1[I SLDrc, MIN. /3'• I.bLDVE,MAa f1wm TOP for DRIVEWAY To 90TTOr1 OF. SWALE . PROFILE 10 0 . 11(.7 13 F7 /Fr IRIL ILME 7/` 1 ADDITION DIP3l ^alNAtici th La TOP OF QRlV WAY •. TYPICAL SECTION: M p DETAIL. 6 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEL./AY ( CUN4 E✓ENINC RA./ \1 • DETAIL F EXPIRES 7117193 DETAIL- " D a TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK 1 STA. 4 +18 401..L AVE. TO STA. 1 +25, UNION CT. 8.5' I.1.-5 n - 4' I 1- - 076143 - I rT /� ._ -1 ; ( 11 f1' � CO,v '•RETC CuNO SWALE OpTIGM BERM ACROSS DRAINAGE SWALE NO SCALE TOP_DF EAf4TH OL1iM(3 w,og AT_TOP) .. COVERED \.(ITN CRASS b00 11 L S' unpson Enginccrs, h:c. Cl,IL .•G M.( Fn v:u -1; Sheet 2 of 2 PLAT VADDLOLE 7/I ADD, LOCI MCC EXPIRES 7117' 9 i GRAPHIC SCALE (IN FEET) 0 10 20 4) ��J 1" = 20' IuaN�a Is1i (§ringson Engineers, Inc. CIVI1. EIIQIIEERS tt LAND SURVEYORS 11 .EiRS ARCOIINE ROAD SPOKANE, 14A 55212 PH s: - 13-;i" CONCRETE APRON FOP. LENGTH of LUPO CUT . SLOPS Ill DOWN FROM GUTTER IL WIDE Y 4' THICK m 5 COKES I U A 4 W - _ DETAIL N A I % urbca j \ .F Varus " I � 2ASP MALT'y■ \ � SLOPE BREAKS DETAIL 0 C • ' TYPICAL. DRYWELL LOCATION N0 SCALE PLAN PROFILE N It DETAIL ..E. .,,..- 1:1 MIN.SLOPE 3 :1 1-1AIr..6LOPE °1 ..... DETAIL.. ,I G . TYPICAL SECTION: DRAINAGE SWALE AIyD DRIVEWAY • NO 'CAL; CGMENT CONCRETE DRIVRWAY 18 11{' LONC RiTC GWALI WWOTTOM': »•.,C4A0 • `L•'1.5LOPi, rum./ 3:I bLOPC,•AA fROM TOP Of. DatvsWAY 'To .00TTOri or SWALE .. DETAIL: TRANSITION IN CURB LAT DRIVEWAYS AND CURB OPENING LOCATIONS O RIVE WAY f CUPP OFL iota: 2.0' Top Cuaa TIL.NSITION VARIES '1 I IL EL 71 H G1DDITIO L ioU"31 IImA6r brtks.GL M DETAIL a C.u11EP LwC DRIVEWAYS Co" CURB OPENINGS G DETAIL_ b 0 s TYPICAL SECTION: DRAINAGE SWALE; LOT 4— , BLOCK 5TA.4.sB 401'! AVE. TO STA. N:5, UNION CT. R/W 13' 10' ToP OF oRIVCWAy 4 1_ 0. 141 F T /F )' f I rf COACRGTE SWALE BOTTOM GUA H _. DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP-OF EARTN.IERM( WmC COVERGO WI TN GRASS bOO EXPIRES 7117,53 2.0' TPANS ITI0 LOPE, MN. . . loo or bW *LE unparon E.'ngiuccrs, Ine. (:IVn. %110 :UR'.L IIt;‘) Ar:;:a.rr ,POAO .a rid. .,A e.,21t rn n.l. -I 1 \ EWAY SE E_.DE7A \LTeC I" \ ■ t ■ \ 0 ,1\ A �. 0 ` \ \ \ i vy` `_ Y A A . . '� � � ----' \ \ Qe Gc \ \ 277 a ti o Y \ NN'''.--- C-- E ------ 0006LE DR Y''.€LL.S___. _-(� // / �!}(} GU0.L'_GUS, SEE ToP or -. T E zoi DETAIL A Ie aEE_. DET.AIy __ "C�_... / GR,1Ph^IC SCA�((IJ FEET) • QDDa LOINV6COCK 1 r P7 A a ' J O �y C' .. 02 h ;0 / rr..nn.a 19.6 ivipsrm EnginyerS, tnc. CIVIL ENGINEERS & LAND SURVEYORS 11.5(19 ARaJ(INE ROAD SPOKANE, ViA/15 ?G• Fn 976-1 3?:- _ DETAIL "A CONCRETE APRON FOR SLOPE 12:1 LENGTH OF CORO CUT DOWN FROM GUTTER 12. WIDE A 4' THICK ---..\\ y ' 5' . r I " �.. ... • 1 CURB --7 I urb Ca . ` v 1 A / .VArias N I ' `ASPHALT J 1L SLOPE BREAKS DETAIL M G R TYPICAL DRYWELL LOCATION NO SCALE 10 1 -- / //o�// /j//f CEMENT CONCRETE DrovawaT Le-DRYWELL L -1 _DETAI.L — 3' 10' 13 'PLAN - PROFILE 11 111 rlIM.SU]PE 3:I MA*. SLOPE ' &I I a ` //lal//a DETAIL .. C; TYPICAL SECTION: DRAINAGE SWALE AND • R/W t 8.51 0.0141 NORMACS WALE y4 'S. f4 .1 IT'S CONCRETC EWALA BOTTOM '. CUA* • uI.SLDrg, sits./ 3:1 SLOPC, Ma* . fPAM TOP Or. DRIVEWAY TO OOTTOM or OWAGC DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( Cults o'E„ING 2.0' 2 . 0 ' ToP cuRB TRANSITION TRANSITION VARIES :s 141 DETAIL B D A TYPICAL SECTION: DRAINAGE. SWALE LOT 4 , BLOCK 1 STA. 4 +18, 4017 AVE. TO STA. 1 +2S, UNION CT. 4' l p 4 TOP of D0.wEWAy � .S G.oi�l ft /� 0.1141 iT / — T i f ''�co..cRCTe fl CuAII SwALC BOTTOM DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8 i:' DEEP cuRO cut r l 10' 13' H116VLL(?IUVG tal °' AIIIKOR `G3thiI C�c r ;L'u'GaIL Cau'HER LINE DETAIL. D R/44 r 8.5' DRIVEWAYS 4" CURB OPE /ARDS 4" TOP..OF EARTH UE1LM( 3' w1OE AT_To ?) - COVERED with G0.P1 SOD c XPIRES 7117193 LOPE, MAP . . . Ion of LWALE IAA "ti inlpsun Engineers, Inc. CIVIL 1:11111 111 e' I AIX iUNLu 1412: II 1;(,ti Ali. ; d:(. I1111 AI,1. u. .j.I n1 Y.v'I:.. .S/Id r �/ / '\ �J(1 // / �l%A 7 J ` O� / ' U Fi � ��/ `E,)--/ . a`, FLY , 0 & ice, '-•• � 2 J \ L / 7 7\ NW LC ,rTM ADD. LOT, LOCK 9 GRAPHIC SCAL Ty( u. FEF 0 �z • :=111ES 7,17, 9 i 2G . 1%..nxY Is.G 4G (by iv[pson EnyUu;irs, Inc. CIVIL ENGTNELUS 4 -(AND SURVEYORS N.909 AE2C0•:Itr ROAD SPOKANE, 44X0971? Ph 926 -13?? / CONCRETE APRON FOR SLOPE 12:1 LEN4T1 or CURD CUT DOWN FROM GUTTER 12 WIDE A 4. THICK CURB I / ure Cu � .� 41 1 Wass • / ` ASP HAI -T"?.... \ J SLOPE BREAKS DETAIL M C" TYPICAL DRY WELL LOCATION NO SCAL L UPI 1 _ DE "A:' DE TALL . .E. 3' Y PLAN PROFILE (rD • I:1 MIN.SLOPE X3:1 MAA. bLGPE 67T DETAIL 11 G. . TYPICAL SECTION: ARAINAGE SWALE AND DRIVEWAY NO CALL DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DKIVEWAT (Curb OPENING 2 -0' 2.0' Top CURB TRANSITION TPANSITION VARIES 11 DETAIL N D" TYPICAL SECTION: DRAINAGE SWALE, LOT 4, BLOCK 1 STA. 4 +18, 401-1 AVE. TO STA. 1 +25, UNION CT. ToP OF oa,vEway N Y DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 7 /I� l/a/ / 11 11 •lll:l II 1•.. b bWALY. uorroM ': '. i, C4Ap i, laL SLDPE, nut/ 3:1 bLOPC,MAA {7t01, ToP Or DRIVFwAY TO.. BOTTOM OF SWALE 10' GIL©? JE 71611 tD]I`u'IOK bni°411kArki, Ca.u44CR LINE R/W 13 N DETAIL.. O 8.5' ORIVC WAYS 4 CURB OPEN,R s 4 • • 0.1147 IT /PT oft-6;1 `CONCNCTC CUAb SwAIE EWTTCM TOP _OF EARTH nERI'n(3 WIDE AT .T0?) COVEKEO WITN LMASS SOO EXPIRES 7117/5 Of LOPE, M.v..... . ion of tow-.o Shit 2 of I.+. ti' unps,n Enyinccr, , Inc. c odi. I nco.i I.Ir'. e' 1 AliC ■ '41)le'.0 I: ilt° 11 P air nbia mm LOT , 3 <4o )a x a o \ -1 k \ C ) 1 /' V / / / �J /// ..V- L) V / • / O (.7 / ri / <J 7 ,7 OCE N / 0 / ' / t� / J 0 20 / • / / / / 11 v::r) 4g/ G RAEHi:CALE tViitL SOIL FitjiIIPer5 Inc. CIVIL ENGINCEfj3 & LAND SURvCP014S N.90D /ARG0III :E ROAD SPO,F.ANE'WA 55212 PH 5 ?.r. -1322 /'/ CONCRETE APRON MR. SLOPE 12:1 LGN4rN of cuKO WT DOWN FROM CLATTER 12 WIDE K4 "TNIC Cu RB --1 / ur C u • \ / / Nadal N ' a � / IL/ �ASPHALT'Z� J SWPE BREAKS • W I DETAIL. n il 10 CGMENT CouCRGTR DRNEwAY • PLAN DETAIL ° G" TYPICAL DRYWELL LOCATION NO SCALE .DETAIL.. ..E. b O ETAtL p � .. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALC R/W 13 "1 I e' I a .5' 0.0 .... apti El MIN.SLOPC 3:1 Mw..&LGPE NORMAL SWALE 41.09C To? CURB r r:a "n cONCRETE d .; .. 6wALA BOTTOM • ;CUs 1F1 SLDPG, mop./ 3:1 bLOPE,MIAY {ROM Top Of. DKIYLWAY To 9aTTOM of. SWALE DETAIL: TRANSITION 11.4 CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE TOP OP DN1VEwAY DEEP cuRO Cur 10' TRANSITION 13' 1 $47 FT t„tVDVELe?R LE; Dlil ii t(GE M DETAIL. O OKwEWAY j CuND OPEMO1c R/w 8.5 VAKIES DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP..OF EARTH .BEKM( 3' wi0 AT. .Toe) COVEKED WITH GRASS SOO. ..... DETAIL_ U ED" TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK 1 STA.4t18, 40 AVE. TO STA. 1125, UNION CT. A1ua /1�Til3ID '- Ca...-ER LINE DRNGVVAYo 4 CURB OPENINGS 4 4 aI � +\ 1 CuAD SwALG OOTIOM EXPIRES 711715 3 til�11. 11 11 1 8 111 711 0PC,MA. on or :PALC Vunpsml Engineers, Inc. 11 V1L. CI aal,l ll n' 1 ALE. 1;4 t its Shit! 2 of / • • • • • 4 • 3 \ t, / / / • / / / ` (' `7 ' / / / / 1 .) / /' /' ,r v o r w . / �\ / v / / 4' • 1 20 j r,.,,■eye is., / euq/som�nyi11 Ti Inc. NG,S LAND SureVIORS N.9,09 ARGONNE: ROSU $Pr +:npf. wA :1511? PII p126-1322 CONCRETE APRON FOR SLOPE R:I LEN4TM o cuPC CRT DOWN FROM GUTTER 12 WIDE A 4 THICK Gusts DETAIL M C P TYPICAL. DRYWELL LOCATION NO SCALE • U \B . - DE A... S wr l.a � I I / GA SP A LT' ? \ SLOPE BREAKS DETAI 10 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALC 13 10' PLAN • 1:1 MIN.SLOPE 3 :1 Mar- SLOPE ❑ ETAIL NI Ca R/W Top CuRa Jl 7 Am. bla I/ 18 PROFILE (f 4• ?of LP CUS, CPT • N0RMM. SWAB � I I ' l CEMENT COUCRETR A C a RETF DRrvEW*y 6WALE BOTTOM . llel SLOPE, His./ 3:1 b OPE,MAA fROn TOP Or PRlVEwAY TO DOTTOrI or SCALE 13 05Y.E Val eaDD9` V©H, N°sG^al ACi DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAt ( CUMIN CPt NINE 2.0' TRANsIrioN DETAIL. P 13 R/ W 1 VARIES CLI44gR LINE D0.W a CURBOPINmGs (o" DETAIL. ° D a TYPICAL SECTION: DRAINAGE. SWALE, LOT 4 BLOCK 1 STA. 4*i8 40121 AVE. TO STA. 1 UNION CT. 10 _ 8. LS TOP of 0111YEWAY-1 : _ OI14 `Pr lf RCrE • • CuAb SCALC bOTT'cn DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALC TOP..OF EARTH UERM (:S W IOZ AT_ToP) .. COVERED WITH GRASS .00 . S 7117•53 2.0' TPA•>ITIOM COPE, MAA . . Torl , f •Whn-C S 2 of _ Vunp. Ellyinccrs, hlc. Glyn_ C.; CL A {Ali[, / 3 Cur SEE DETPIL V_ W 3 2 w Dou13 LE 1 212E.)._ DRYW __oP of . GRAT.E__ 2011" � , ., SEE DRIVEWALSE Mu E L:6,1G. Lk)M E Fig ODD LOS' 9 3 LO©GL 13 t PRO PE R.TY LINE Y 70. 0 0 D RA i ICI A GC SEE 0E1 AIL c-r3uul.owc- &j 90.00 5 00` - =v 0 0" EASEMEtt- �. - 0 - - - -1 r) 1 GRAPHIC SCALE 0 10 20 � Et-P-134 GCRr1 DETAIL C i F ..1 IN FEET) 40 f dry 1.. 0' t inlpson Engineers, bit CIVIL ENGINEERS n LAND SURVETCfRS N.9 O9 ARCONHF. ROAD SPOKANE WA V92I2 PH 92,3 - I.S2! t X 11 _ DETAIL. L A CONCRETE APRON FOR. SLOPE 12:1 LENGTH OF Cuso COT DOWN FROM GUTTER 12 WIDE X 4" THICK 1,.=.1 GUNS - -T I 1 / i � siEl Cut �\\ vuva 1 `AS P Z+ \ L. SLOPE OIRCAK• PLAN DETAIL C: TYPICAL DRYWELL.LOCATION ND SCALE i ( DRYWF ETA IL. " pdU /5 / //S . ,1 I:I MIN. SLOPE 3:1 11AN. SLOPE ❑ ETAIL a TYPICAL SECTION: DRAINAGE SWALE AtID DRIVEWAY NO. SCALE CEMENT CONCRETE DRIVEWAY RA./ • 4" DBEP CURD CuT I'' ... CONC RITA 6WALG ROTTOM ( . .. COND ':... Ifl SLOPE, row/ 3:1 SLOPE,MAa FROM TOP Of DRIVEWAY TO DOTTOM OF. SWAI.C USBL© iE 7/111A A) icri©t l A4 k LHL V t L.) .. // DETAIL. D DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY 1CNR4 OPt. NINO 2. 0' 2.01 Top curie TRANSITION TIw4bITION VARIES '4 PROFILE Go ER LINE DRIVEWAY> 4' CURB OPENINGS CC D ETAI L O" TYPICAL SECTION: DRAINAGE SWALE, LOT 4 BLOCK 1 STA. 4 +18 40123 AVE TO STA. I + 25 1 UNION CT. 13' 4 .. 1 ,-J-fif ; O.Ol 1iT //T OIIL7 fi /Ar f'i( col.,i RETc SwAl-E BOTI'GM cUAy \\ Y DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF. BERM( WIDE AT. To?). DOPE ED WITH CRASS `00 - . Mut 2 of iutpsmL L'uyiuccrs, Inc. 1:IVI, II:GV.I I.1.': r.' I Al I[. 9UIr.1: ILlt ° - _lur Al.:, AA .551: rn a u -1:_: 4o COURT 1 _t d Is:1i 13I EARTH E3l_12.1 -1 - C F 9 `71 — o S *?s — — T41 L FA Ii Q . ' LMEuT U- a ` LACK __ 100.00 N LL$E .EE ?TR ADO. LOT L, INLOU r XPIRES 717 5 3 7v.ar ■ 7 i • GRAPHIC SCALE OH FEET) yx- ri!al�r; 1" = 20' /mnu<a 1;46 incpson Enyinecrs, Inc. CIVIL. ENGINEERS & LAND SURVEYORS I4.90V :JiCGPR:E ROAD SPOKA PP, 1YA 99212 Ph S7€ -132? _ DE "A CONCRETE APRON FOR SLOPE 121 LGN6TH a r CURD GUT DOWN FROM GUTTER 12 WIDE A 4 / 3. 1 5' CURB -'r l yr N Cu \ / 'tat in \ / Cei DETAIL * C N TYPICAL ORYWELL LOCATION NO SCALE 1 1 K L J ,._.DETAI /aoU/B/ • A. CEMENT Co»CRFTE DRIvEHAT • SLOPE BREAKS PLAN II I:1 MIN.SLOPE 3:I MAA. ITS //J; l6 ToP CURB .1 DETAIL Ca M TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY Na 4CALC R/W t B.5' 8 CONC RETG SWALH ROTTOM • "NO 1:1.SLOFE, MIN. / 3:1 SLOPE, Max {ROT.i ToP 'or DRIVEWAY To POTTOIN or SWAUE PROFILE TOP OF DRIVEway O 10' 13 1161 Fi /r U� biL aR E 7Y'ifti D(I` I1� N . DG3/ oar: LNE'IfMLJ TYPICAL SECTION: M OCTAIL. [3 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PRIV CHAT 1 Cun6 Gi'Rx1NG n 2.0 TRANSITION Y TPrwsfFloK 2.0' VARIES G u44FR LING 6 ORIVCWAYn " CURB OPCNIH¢S 0 DETAIL. B O " TYPICAL SECTION: DRAINAGE. SWALE; LOT 4 , BLOCK ! STA. 4 +I8, 401'1 AVE. TO STA. I 5, UNION CT RA", R/ 8.5' 4' 1 DETAIL • 11 lI 11ll J /lI IIIY1Ii H Y F Ili el CONCRCTC Cunt, $WAIL BOTTOM BERM ACROSS DRAINAGE SWALE NO SCALE TOP -OF EARTH OERM( wl0G AT .1011 COVERED WITH GRASS L0O 2XPIRES 711715 3 LOPE, M.U. . . Ton OF SW.•.LC t5msun Eny inecrs, 11101E [182I.IL1. i > 1.:J1V '•Ula .l. r.ei'. II AR.)f.,p:L RJA;1 F'01 Slate 2 of 4 HDIOLOGE r 1 eV 04 s.\ /4" 9967 R FC/s 0 z o o 9 0 o , Y ■ Apo. LOT 3% o LOGfE: 2 ri`e-y 3 9 100.00 • .\ s ih 1 �,5 2-1 5-2-" J GRAPHIC SCALE (IN FELT) 0 10 20 40 , 1 "_ 20 . V unpson Engineers, Inc. CIVIL C e LAr:O SURVEYORS r1.909 ARCONNE ROAD Sov:AI r. WA 9921? Ph 92 -1322 r N 0 ;h D CONCRETE APRON FOR LENGTH or ERSE CUT SLOPE 12:1 /' 1 / POWN FROM GUTT ER 12 WIDE X 4 - 'Duca• 5' CURB urb Cu �\ Vas a I / / CASPHALT•Z.. 1 � 1 u DETAIL TYPICAL (MY WELL LOCATION NO SCALE I:I HIN.SLOPE' MAr..SLoPE m 1. 2 7211/ . a( •,.. olf+/ /l+4fs 11 F DETAIL. Ca. . TYPICAL SECTION DRAINAGE SWALE AryD DRIVEWAY NO 4CAI.0 „ ) R/W _ 13' 3 I 1 8.5' CEMENT CONCRETE DRIVEWAY ' DETAIL "A SLOPE UREARS PLAN • 1 1 (� D0.YWiul D�TAII. _E. .,_.... I I To? CuRB DETAIL.. " - TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK 1 STA.4 +1B, 4010 AVE. TO STA. N25, UNION CT. i R / W J 0 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ' Gunb oet .wC I. COMC KIT CSWAIA WO UTTOM . ro 111.SLLWE, MIN•/311 bLOPC,1•Wt fROM TOP Of, DRIVEWAY TO DOTTOri oF. O WAGC .. PROFILE 1! / =llla l o/! b 10' 13 ToP OF GRIVCWAy A' PP.CP CNRO CuT 2.0' TRANS ITION FT /F b llLL©VA 7/ U'H L [aF['VGGJ O[3l4dG9A6r, brErbstf,5 Caul ER LINK M DETA11... 4 VARIES {II -CONCRETE CuAO SWAGE BOTIGM .. pETAIL. F TYPICAL SECTION: BERM ACROSS DRAINAGE SWAL PO SCALE TOP CIF EAR7N BE14.M(3 WIDE ST - TOP). COVERED WITH CRASS SOO c XPIRES 7117 3 TlYW SITION O RIVE WAY D C. CURB OPENINGS (n LOVE, MA... ... lam JF t.W'ALE SIti'eI 2 of NN intpsml Engineers, Inc. CYR. [(Wm.'" m.' :US N 1 AND iiik.0 n.e: EXPIRES 7)17'971 • 4 S?,7 °5 9 3`1 105,48 GRAPHIC SCALE (IN F 0 10 20 9 t5ilnpson Engineers, l; CIVIL Et:GU:EERJ a LAND SUR, 11509 ARCGI:HE ROAD /J Si Gt ANE, WA .6212 PR !12i CONCRETE APRON FOR SLOPE 12:1 LENGTN Or CURD CUT DOWN . FROM GUTTER le D �\ E A 4 THICK i �� ' • X51 1 ...:Pa I CURB -+ 1 SAsta / Vanai CEMENT CONCRETE DRIVEWAT _ .DETAIL "A J � ASP NALT'y. -�� SLOPG BREAKS PLAN DETAIL P C P TYPICAL DRYWELL LOCATION NO SCALE •1 /I --- -DETAI .._E.., r 3' I 1:1 HIN. SIDPE� MAR.6LOPE 1 13 1, M DETAIL. 0. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS b,IVEWAY A ( CuRR OYLEING ..O' 1 To? CURB TRANSITION VARIES • 1/ DETAIL u 0� TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK STA. 401-1 AV E. TO STA. I +25 UNION CT. I R / W TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO ✓<CALC R/W e' coHCRETG `6WAkA 60TT0M ;• OU M •lal SLOPE, MIN. /3:I 61.0PC, WAR fROM TOP 'F DRIVEWAY TO BOTTO19 OF 5WALC PROFILE 10' 13 TOP OF OKIV•WAY • Q 1 1(T FT / MVL VLF O L ?IN IfilPAIKA6'r )i O JJL DETAIL S C.Y LINO EXPIRES ]/1705 2.0 T}•YSRION ORWEWAYa G CURB OPENmGS (e 4' J I yos \ ; j l f1 . �COI.,CRETe CURB SWALE BOTTOn Q Y _ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH UERM (3' w'u& AT_TOP) . . - C0VEKLO WITH GRASS +OD 'loll -- i J Gl S lat/ 2l o f e5impsm Ergiurrrs, IIIC. CIVIL. Il alV.i LIB`: s' IAI d• `lUll'.1 11 ;n-: AG•:(1Lf:L ROA;1 &n •j,u - I:.0 1 40TH COURT P1 CSUII_E KIG � St;A.I GtA r ''^'" eµopGRTY Lt�N`e'i YIDILOME 7TH ADD. LOT 5 BLOCK 2 S V J o C. -• l 1/1 996) •:\QC) , \CC /S-EFC.0 J �NAL � 1 1 1 1 1 1 CRAPOIC SCALE ON FEET) 0 20 40 1., = 90. I I I I I 6il,! /1;son Engineers, Inc. CIVIL ErIGII;EERS s LAND SURVEYORS I.9CU ARGONNE ROAD SPONAIIE,I'WA 59212 PH 9 -1322 CONCRETE APRON roa SLOPE 12:1 LENGTH or cusO CUT DOWN FROM GUTTER 12 WIDE A 4 THICK 5 5' CURB �� I � urb Cu u F s 4 W - 4 - 1 I / SAE NaS N N. / �J l / `As PHALT�� \ e_ SLOPE BREAKS DETAIL. ° G TYPICAL DRYWCLL LOCATION NO SCALE L- DETAIL. LI E" nsUiS/ AV CIiMENT CONCRETF DRIVEWAY M _ DETAIL_ "AI DETAIL. 13 13 ID s PLAN PROFILE 1 PRYWELL -J I:1 MIN.SLOPE 9:1 M AV..6 IOP E b711>a/ / o 11 - DETAIL C TYPICAL SECTION; DRAINAGE SWALE APID DRIVEWAY NO SCALE R/W NORMAL $wA1.E Nom -4 , — B DeeP Cum* cuT !; CCONCKETF '11 A : ' � 6WALR BOTTOM '1!1 SLOPE, MIN 3'4 SLOPC,FAt (ROM TOP OF DRIVEWAY To BOTTOM OF SWALE 3 O.IIG7 ! l/or WilbBL9INL ° f1DF l©P�J D6' tINthe r LNLr: V l`aVL DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Cun6 U'LMING 2 0' 1 2 0 TOP CURD TRANSITION 1 TRANSITION VARIES : J Cul'I -IER LINE DETAIL_ N D" TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK 1 STA. 4 +18 40121 AVE. TO STA. 1.2S, UNION CT. R/W OKIVEW'AY> G� CURE OPENINGS 4 0' 8.5 ( I> 4 ' TOP OF DRWEWAY _ LO S o:0 iii — Isvrt f 1. " `COhC KETE \ CUAb S./vas-C. bOTTOM J 11 Y DETAIL. F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE RO SCALE TOP _OF LARTH . bCRM(3 uric g AT COVEKED WITH GFASS SDO EXPIRES 7,47,53 Torl SE .WA1 S .Yll 2 of ti unpsou F.nginccrs, lnc. Cleo_ la IC.1141,1 a I .0 d Ii •Inn APC: a,llC fn]�h •ic-I 32: EXPIRES 7 q 3 - CO 40 CUR[', VANLOfiiI flM ADDDI LOT 6 BLOCK ■ ■ ■ ■ • 3° c' ✓ � W • 5.(3 \ AV E U SEE DETAIL. SEE DETAIL G 13' DRA\NA4C EAsEr.0 FF 75.00 PROPERTY LINE --� / P1 .SIIJGLE .FA22EL. OKt WELLr CSUILDI SCT C:ACI( TGP_O F_&RATG_. LEV._ 2D12 I J I 4 u `7ETAIL ES I G " s' 0 0 U Cuk3 CUT CE DE1411_ A' f 1, 5 GRAPHIC SCALE (IN FFFT) 0 10 20 40 im7)SOn E Inc. CIVIL ENCINEJ<S is LANG SURVLVORS N.S2C9 ARGONNE ROM) SPOKANE, v,A •J,h/ Ph 946 -1322 DETAIL X A 11 CONCRETE APRON MR. SLOPE 12:1 LENGTH of CURL CUT ///'''DOWN FROM G UTTER 12 WIDE K 4 THICK ---„\\ cuaa --T I �/ ocutl�� ./ Wn as a � C ASPHALT' .r ■ J SLAPS bREAKS DETAIL C. TYPICAL DRYWELL LOCATION NO SCAL£ I0.0 500 CGMENT CosCRETE DRIVEWAY • 13 ID 5.5 ■ pr-ORYWEAL J _....DETAIL ..E 3' 8.5' PLAN PROFILE m 1 HIN.SLOPE 3:1 MAE. SLOPE 11 IP DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALc DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Coale OI'ERIHC 2.0' 2.0' TOP CURB TRAUSITION TRiNISfr10N VARIES L I1 DETAIL. \I D a TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK STA. 4.18, 401E AVE. TO STA. N 25 UNION CT. TOP OF DRIVEWAY J' o.o,N IT/rt \I Y DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8 10' rc." DEEP CURD CUT 13' a 'ion F1' /rr NoRMAI SWALC }{OPE _ - : C ' OWALG BOTTOM • AO IL.SLOPE, MIS. /3:I BLOPE, MAE {ROM ToP OF DRIVEWAY TO OOTTOM OF- sWALE .. . glibuLORE `i /TGH ANDIlIUGJ I)G` ltume bk-n'&L X /, • DETAIL_ E. CaD'I♦ER LINE RA4 4 8.5' L_ —1;' \COHCRETC CUKts SWALE WoTTOn DRIVEWAY! O" CURB OPENIKGS 4." TOP EAKTH OERM( a wiciE AT_TOP). COVERED WITH GRADS 5.00 Sheet ..I of Unpson Enyinecn:, hlc. (.III Ia llal.i I.L'. n' I ANC. 5111n1 I:,< 1 UrR 7 Cc ORIVEWAY. G ETAIL 8 L 3, tee berg „ OI?AI NAG-E. C c „6.. EASE NT l' wpE Ram , 100.0 L)NE -' AiDJ COT' 7- $L.QCIL2 L w N 0 Q P) r> � 0 0 20 i 20' S CE flEtta1L_E GRAPHIC SCA( F (IM FFFT) 0 40 ry.nJeJ lic S impson Engineers, Inc. CIVIL ENGINEERS & LAND SukVEYOIS NAos ARCONUE ROAD SPOSA C, RA 55212 PH 526, -I 372 CONCRETE APRON FOR SLDPE 12:1 LENGTH or Cusp CUT DOWN FROM GUTTER 12 WIDE R 4' Mice. ' 5' CURB -'F I • Writs . Jk , ` ASPMALT'Z4 SLOPE oNEARS PI_ AN PROFILE DETAI M C P L. TYPICAL DRYWELL LOCATION NO SCALE X 1 _ DETAIL. A 1 101 /io// DETAIL t �.C.. . . 3' I:I MIN. SLOPE 3:1 M.A.(a LOPE 4 To? CuRG DETAIL. t � Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALC B/W IB 13 CEMENT CONCRETE . I'1 ` CRCTG ' DRIVEWAY ' ' .bWALE BOTTOM I I ' CWRD 1-I.SLOPC, MIN./ 2:1 EROPC, !AAA {ROM TOP OF. DRIVEWAY TO BOTTOM or OWALC. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( 1u CUltb OI'LMIN. DETAIL_ N D . TYPICAL SECTION: DRAINAGE SWALE, LOT 4 BLOCK 1 STA. 4418 4012 Ave. TO STA. 1 -t 25 UNION CT. 10' 3 TOP OF On v wAy 0 L. PIMP CURD cuT 140 Fi/F 2.0' TRANSITION TYPICAL SECTION: INbLt'IULSONE !! H (:SD 0IVIIV bi rG'dbo R/W M r DETAIL.. D VARIES 1 Cao - MER LME ORNEWAYn G" CUUU OPENINGS c." 8.5 5 4' t > Y y. �1f1 .'''� C uo acrE CVAO SWALE BOTTOM _ DETAIL F 0 TRw Stiloo BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF EARTH bERM(3 wioL AT TOP) . COVERED WITH GRAiS LOO IL lI "l iiz I NORMAL S1./ALEN.09g ry _ 3 _ -440 —Y -f O — . OIL , f, OPC, Mao OM OF awA.0 :No uu))sml }.'Ilgiuccrs, Inc. ova. Ia IIa41 I.Ir} > t ;gib Sheet 2 of 4 l O . 2 e Se O p I HggF DOV Bi_6:gARREL DtYWELL,.Ta F . GnATE ELEV. 2.011 \ P RO P 2 Ark e,„;\ r &EC_DETAII C e2 •OD Q •. SF� \\` HML©RE LOT 03 \`��� GRAPHIC so: ON FFF�il === 0 10 0 40 'L 2 Engirnc•crs, Inc. CIVIL ENGINEERS e; LAND SURVE'(ORS ❑.909 ARG■Ji;C ROAD S"RCKALE, v.A 99912 Pit 92€ -1522 DETAIL "A CONCRETE APRON FOR SLOPE 12: LCNOTH Or CURE CNT DOWN FROM GU TTER if WIDE %4" TNick S , CURS -- - �1 %�„re '% Cut J Y I /. /�j Wr,a3 I.' `ASPHALT ^Z•• 4L SLOPE UREAKS PLAN PROFILE 1 DETAIL. C. TYPICAL DRYWELL LOCATION N 0 SCALE DRYWELL. DETAIL tt E tl ;- I:1 MIN.SLOPE �3 :I M.A. ELOPE �- TTY / //: s :a/ 74 CGMENT CONCRETE ORIVEMAY • TOF CUR ;• I %I w ._ DETAIL. Ca .. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALE R/W 13' I '1 1 DETAIL. " D a TYPICAL SECTION: DRAINAGE SWALE , LOT 4- BLOCK 1 STA. 4.18 4074 AVE. TO STA. I +2S, UNION CT. 10' B.5 I.5 TOP OF O IVCm o.o 4, Ihln /1 1147 F rifir � '�' RCTC Cue. 13 SWALE twn'an \t DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE 4' DEEP CURE cur 1,( \CGHC NET 6WALS ROTTOM : ■ Clap 1f I.5LOPf MIN. /3:1 blUPC,r•u% {ROM ToP OF- DRIVEWAY To EoTTOM or b'ALC HIbIL > >NE L ir l DLOITIGGJ k. birfj'IIL DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAT ( Cu4b OrtkINL A NSITION VARIES TR% 13' Cu -44ca LINE RA./ DETAIL. a El „ NO SCALE EXPIRES 711715 3 TM...a ITIO.. ORrvg 4� CURE OPENIRG4 0 TOP-OF EARTH 14C14./m( 3' wI OE AT . TAP) COVERLO WITN GRASS SOO LOVE MM - 'an or a•.r.a.E 0 ' Unp ou ERgiuctn; h/c. CIVIL Cl;dld Or m LAIICl ;L ) ,( A , i Shit! 2 of / / • BDD. L,©lr N ,/ 0 / \ r � � f 77- � / \ 1� %PIPES )I17� / 3 / , 5 111 j \ 0RNWLI,' + / : , z T * \ / l \ rF Cu CLIT'SEE \ \L r .DETAIL \ „ \ \ \X v� `� // / '\ \ / VIII / / / / / l / \\ \ i L ' � /G a O / // / . \ \ \ / / .. / \ 4 O��/ // 'F/ \e �/ \ a L / 0, \ 0 ,A y / / 4" \ / Ll2rvc.ti//:\Y SEE —__ // \ v 0/ �, S o f eb PLA ( rri GRAPHIC SCALE (IN FEET) 0 10 20 40 h9irrilsort Engineers, Inc. CIVIL ❑:Clr:i.ERS /. L :4:0 SuRVEYORs 11505 ARGONNE ROAD SPOKANE. WA 55512 Pri .v?6 --1422 CONGRfTE APRON MR SLOPE 12:1 LENGTH Or GIRO CuT DOWN FROM CUTTER 12 WIDE R 4"THI5K� 1 , J ,UbGu Y I / Wrlas I Q N. N CA sPHALT�.. J E SLOPE BRAKS CURB DETAIL C ' TYPICAL ORYWELL LOCATION NO SCALE CEMENT COMCRETR ORIVf1..AT • _ DETAIL. C A I PLAN / \ / \\ 1 (e-D0.YWfL.I - J r___DETA \ \EfI PH I :I MIN.SLDPE { - 3 :I twoSLOPE / /? o ff//: / /so fa • / /44 /s •. 13 V R /y/ 8.5' -_ NORMAL SW/ALE }LOii DETAIL L D TYPICAL SECTION: DRAINAGE SWALE' LOT 4 , BLOCK 1 • Top coals J PROFILE . DETAIL G. TYPICAL SECTION: DRAINAGE SWALE AP D DRIVEWAY NO ;CALL , . CONCR$T■ CUACI 8 f^. DEEP CUR. CUT I.: 6WALY BOTTOM 6 " 6LAPE, MIn. /3 :1 6LOPE,1•UM f14/OM TOP Or Dn.VLWAY TO OOTTOM or. SCALE Uvii�iiIL©)I E 71`u'Gi MAIM. Dn1 ibth L4LETAIL DETAIL 6 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AN D CURB OPENING LOCATIONS DRIVEWAY ( C L un GOON,: 2.0' TPANsITION VA RI ES 2.0' TRas Sfr ION Cau114a LlNC ORIVEWATD 4 Cuuy OPLwnGS Co" STA. 4.18 40L AVE. TO STA. 11 25 UNION CT. 10' 0 . 1 147 13' TOP OF DRIVE WAy .Y /FT RA./ 8.5' - FT/f♦ -- ff1 ''"\- .=acTE Cu cuwn SWAGE I10T1'O N Y _ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF EAKTH UERM (3 wloc AT.TOP) . COVERLD wiTN LPiSS SOD . XPIRES 7.17/53 on or ewA C I 2 Of el unpsml Euyinccrs, Inc. urea. UG:Ir.i I:Ir. A' (ahG :Ulr.i i�ntl. n r;qh Ani.: +.nf. 1JAO rn '..4-I: o 7// J O / , /7 / / ,' / \ / , C. o �-C , tee• - q �.,v �� ÷P" ..b , „ ' ' 0 o �KP , \'S tee, '' /,' / 4 , ,' J -2 O \ O �1. 0 0 / GRAPHIC SCALE '0N FEET) 10 20 40 MOH USA iDD. LOT 10 [ LOCK 1 111, -c rte1tiSi = 20 wmea n:i i ipson Engineers, Inc. Clvu. 1:PONELRS k LAND SURVEYORS 11.90O ARGONN.E ROAD SPG'iAliE, :.n Si 212 Pil 92E -1322 CURB t DETAIL N .4 CONCRETE APRON FOR LENGTH Or CUKO CUT DOWN FROM GUTTER 12 WIDC X 4' THICK � u DETAIL R C N TYPICAL DRYWELL LOCATION N O SCALE 5 % orl4 bC�t, tin / ASPHALT Ze 51-APE BREAKS CEMENT coHCKC•l DKIVMVIAT DETAIL E ,.. I:I •IN.SLOPE 1-1^4. 6LOPE - DETAIL L1 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY 13' �D0.YWfCL SLOPE PLAN PROFILE NO 4FALC,,. .. RAV NORMAL. SWA1.E y10PCw',, 0 011.1 8.5' 12 :�. Cy NCKETE S B WA BOTTOM 1:1.5APE, MIN. /aa 51.0PC, Moat r110. TOP of paivgWAY TO OOTTOn or bWALE . Ir;';ti iLL© litE 7/ u'H AD'WITIOA 6h0 /41Ktc L'r LIL'u'laOL DETAIL M D I. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CUMU CYLNINC M O TOP " -- THalnow VARIES Lf O' DETAIL H D " TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4+18 4OL AVE. TO STA. 1-■ 2S UNION CT. 3' ToP of 0RlvcwAY R/W 0. 1161 Pr /Fl o/ .4 el EXPIRES 7117'5 3 2.0' Tlwwarriow Cau4GR LINK DRIVEWAY> 6 CURB OPCHIMGs 6" 8.5' S I L 9 .4 Yy� _ —�T 0� - `cofac TG CuKo SCALE ■OTTOM DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_DF E4KTH .BEH.M(3 WIOC. AT...TOP) .__ ._... COVERED wart LLaSS S00 11' ion of LWAaC el 2J of V t u tpsun LILiyinccrs, inc. [IVII 1.1:(111.1 Lh °. > 1414CP '.IJIP.L RAC, is :.D D J / �r , 4 L ? S MP P n a w t L v // 0 / P / / �`� Q /u� / / / +2 i 0 // V te / / / 0 Y / / q F/ / / - 1/ J / / // / / / • / =IRES 7.171 93 MIDO Oba v� i // 1 I ?TN ADD, LOT 11 2 • / / / / / / / /. / Ij l i_ GRAPHIC SCALE (IN FEET) 0 io 20 40 = 20' iui;i on Engineers, Inc. CI VII. CNGier LAND SURVC,ORS N.909 RGOIII:E ROAD SFOgA;:E. •:, 55::12 .4.0: _ - DETAIL. CONCRETE APRON FOR SLO PS IZU LENGTH or CuRO CUT. OoWN FAGS GUTTER II WIDE X 4 THICK E WOO --T urh CU I Y J / . \ \ SLOPE HRCAKS PLAN DETAIL. ° G N TYPICAL DRYWELL LOCATION NO SCALE 13 10' CRMCNT CoNCRCTC DRIVEWAY 1.p-ORYWLI.L 0 11 DETAIL E, .,....._.. : UJd 1(0) i[E 1/ 11 /A 6' 11 . DETAIL. G TYPICAL SECTION: DRAINAGE SWALE Al D DRIVEWAY NO 4CALC, R/W B.5' NOORIA . SWALE 0011 -- .. f: , CCONCRETF E BOTTOM 1 I'I.6LOPC, MIN. /3:1 61.0PC, MAY - PROM TOP Or DRIVCWAY TO uoTTOP1 or. SWALC J1ry8To©K loll armu.J4 ilnr t M 0 DETAIL. 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAT ( CUNY CILIJN:: 2.0' 2.0' Top CURB TRARSITIG N TNANiI'r VARIES J PROFILE GY{4EN LINE DETAIL. N D a TYPICAL SECTION: DRAINAGE SWALE m, L0T 4, BLOCK 1 STA. 4+16, 4071 Avg. TO STA. 1+ 25, UNION CT. 13' R/W 10 TOP OF DNIVEWAT1 _ 4 - I j O � } , 4 - o - o7 4' Fri) A __ _ _ �+ 167 F i /FF �f 1 - COI {NOTE Cu 66 SWAL aoTlon . DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE 1:1 HMI. SLOPE NO SCALE i - 3:1 MAX.6L0Pg EaRTH .14 CRP, - hvi o C AT._70PI. m 1' nalo_/ •Zl+ ▪ r:•• � ▪ d =di' COVERED WIrn Gw.a S .6o0 c XPIRES 7117)5 unpsun Euyiitt,., luc. LIY11. c ,u;I.i LI••: e' 1 Alva II - ;;!, APC 4 -, ;C ABACI 5 ORIVCWAV6 G" CUNB OPENINGS Co" Matt t 2 j • • 11 NOOLONE / / p �tCl ,/ •:RIntS nEn 93 ec i c v i i / D. LOT 12 FLOC GRAPHIC SCALE N FEET) 0 10 20 40 rairts t:nw>�ztel 1" = 20• Vinipson Engineers, Inc. CIVIL ENQLEERS & LAI:D SuRvEYORS N.)09 ARCONNE ROAD SPOY•Ai:E, :.A 9h212 NI 07d -157[ 10' CGMENT CONCRETF ORNEwAY' n I _ DETAIL. A I CONCRETE APRON rMR SLOPE 12:I LENGTH Or CUNO CUT DOWN FROM GUTTER I2 WIDE Y. 4 THICK •T CURB /truth Cut 1\ ' wr,.s C draASPNALT'v•• SLOPE BREAKS DETAIL r G TYPICAL DRYW£LL LOCATION NO SCALE DETAIL E b 13 Top tugs, j PLAN PROFILE El M R. SLOPE ..1. 3 MAE.6WPE ID i� //Sail/ .r q ... /s A-7 <a. DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO {CALL R/W t 8.5' NORMAL SWALE NART.4. rr t' 0.01 CONC NCTF 18 6WALi BOTTOM Cupp `i:I SLOPE, MIN. / 9t1 SLOPE. MAY FROM TOP OF DRIVLWAY TO BOTTOM or. SwAI.0 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS OKIVEWAY ( LOAM O✓E1ung 10' r .; DROP CURD CUT 13 H9MIL()16E 7f T'G &DLOITOGGJ DG3AiKPME LIE`u "l °ah 2 .0 Taws 1TIO r rr DETAIL. 13 8.5' VARIES NO SCALE c %PIRES 711715 3 2.0' TNANOITION G.u4 LINC Y I L DRIVEWAY." a" CURB OPLNINOI 0� DETAIL- P D N TYPICAL SECTION: DRAINAGE SWALE, LOT 4- , BLOCK 1 STA. 4*IB, 401 Avg. TO STA. I *25, UNION CT. R/w 4 1 1 wa TOP OF OaIVFWAY� 0 116'1 l T /F - filfl '' COr.CaCTe CuaO SWA4 SOTTOM rI Y DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE TOP _ OF EARTH 6EK•(3 WIDE AT .To P) . C'OVERCO WITH GRASS SOD \;Junpsuu EnyineeT , JIW. ta',II_ is 6:IL11.1• > L AIIL 5uly■. i,Ali Shed 2 Lf 2 MMOBLORE a If l Mil LOT 9 [3LLO©K 1 " =20' GRAPHIC SCALE ON FEET) 0 10 20 4D e ,.nd a ,4b impson Engineers, Inc. CP:IL ENGINEERS n' LAND SuRvEYORS '4.500 ARCONNE ROA0 SPGA;:E.:G 5 PH 0[6 -Id ?? CONCRETE APRON Fog SLOPE 12: LS$C.TN or cusp cur DOWN PROM GUTTER 12 WIDE A 4" THICK y�j 5' 1 , i ••..: :._.—I its 'v 1 , wrIt$ N 1 �ASPNALT*7--.. SLOPE tfREAKS CUNB DETAIL R C N TYPICAL DRYWELL LOCATION NO SCALE DETAIL_ N A I CEMENT CONCRETE DRIVEwAY • m i //s ins/ • 10 13� PLAN PROFILE Ir DRYWSLL J .2'_..DETAII. � l E /I I:I MIN. SLOPE 3:1 Hits. SLOPE Ra7 /+• 1//4 ' DETAIL. •1 Ca. /a . TYPICAL SECTION: DRAINAGE. SWALE AryD DRIVEWAY NO 4CA1,C R/W • DETAIL_ D D" TYPICAL SECTION: DRAINAGE SWALE', LOT 4 ,BLOCK STA. 4 *18, 4014 AVE. TO STA. P• 2S, UNION CT. 10 8.5 4 Ii ToP OF ORWG Wa.Y � _Y o.o l.� — Iry 0.1167 C r /I>^ fl. ""\ -CO..cAGTC CURD DETAIL. r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE. 4 DEEP CURO CuT l ' Is i S rbitCgir Otago • 6WALE BOTTOM 1!1 SLorr HIN./WA $LOPC, M..a fROM TOP OF. DRIVEWAY TO DOTTOM or SWALE . 3BL�?>UV( Il ft1 ADf ITID o111/. 1NAGl: EsPlirA DETAIL_ D ES DETAIL: TRANSITION IN CURB AT DRIVEWAYS .AND CURB OPENING LOCATIONS 9RNEWAY (CuMO OVtMInC 13 G.uf4 GR LI0E ' ORIVCWAYS 4." CURB OPERInG.S !a R/w SWAIG DOTTO rI w 2.0' TpAuscrION 1 TOP OF EARTH BCRM(3' WIoG AT _TOP).. .. -- CwEKLO WITH CRASS .00. ... _ . . u. _ � - tl�lUt P7IIY oGu LOVE, M.v. .. 10-1 of pWALC Sheet 2 of 4 5uupswl E,lyiuccn; Inc. °YR [I llal.i l.1!`. > 1 - IUlr.LuAIE, MMtlDDILOM n 4 LOT 4 ELOGC3 -. 9- P \\-\ ; J '0 pR c�J> co N VY� GRAPHIC 10 CALE ON FEET) 20 40 V inivsgu- kfrigi s , hLc. CIVI JGBMEER S & LA S V EYORS IJ 11.505 ARGON ROA SPOHANE. W9 99212 PH 926 -1322 _ DETAIL H A H CONCRETE APROH FOR gLOPE 12: LENGTH of EuSO CUT POWN FROM GUTTER 12 WIDE s. 4" THICK � / CURIO ( I / orb Cu \ I t / Va.r gal N. I i `A SP HALT •?_� \ J F 4 a u SLOPE BREAKS DETAIL. 1 'C. TYPICAL DRYWELL LOCATION N O SCAL CGMENT CONCRETE DR1vp■RAT j — ORYWfaL L- J ;:__DETAIL. 3' II 10' 13 1:1 t11N.SL0PE 3:1 /IAA. SW PE /7 /7!14 / //s/ 5 R/W To? CURB PLAN PROFILE C] ETAU L Ca. TYPICAL SECTION: DRAINAGE SWALE 4(D DRIVEWAY NO •*CALL DETAIL R D s TYPICAL SECTION: DRAINAGE SWALE; LOT 4, BLOCK 1 STA.4.18, 401.2 AVE. TO STA. 1 +25, UNION CT. B CONCKETE BWALE @OTTOM CURD 1E1 SLO /E n1N. /3'•I bLOPC, Max PROM ToP OF PRIVEWAY TO OOTTOH OF. SWALC DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DKUEWAY ( Cunt OYEIYRC 10' 13' TOP OF O0.wEWAY 0. 1147 Fi/F HII L©[kkI E &kDITICGJ pntIGM(iE bikEt'SJL 2.0' TRAwsiTION Caui+Ea LINO 1 k/W M II DETAIL S VARIES 8.5' IL5 o oTvTl I 'r lFi - ter c XPIRES 7117'5 • D RIVE W'AY> 6" CURB OPENI,OS 6' 1 2.0' TWw SITIOH � 1 11f1 co/:Rare CUAZ SWAUE Ho TIOn G ll E1 Y ._ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP _OF EARTH . CEP.-I(3 wog AT.Top) . CovERED WITH GPA3S >00 ... OP MAA . Ton of +WALE vimpEm Engineers, hie. CIVIL e1 “.11, CI, s' LAIN - .UIe.L RAtt I l.ti; Afa Slur( 2 of 2 - 6.0DDLOLE 7/TH apow-vol 2 9-‘ -9 BLOCX 8 ICP-g's6igraaliziET - 1 8 -1 0 1/42 ------ _ r _ .. - / cp'& - - _ L , oc-i\ s) c - : 0 % 0 c o, _ .-i" __,--- EXPIRES 7117 9 3 CR,HTOALE ON FEET) 10 20 .10 te(OC‘ 1" = 20 ,...-i- -- _.---- ------- -...."---- F46 ........< IMPS011 EfillEigrqS, /Rik ......„......,....--%< CIVIL ENCIL: LAID SURVEfOn J.R110 9 ARGONNE ROAD ,— __-RP. DEANE WA 95212 Fri 92E-1322 \_, A — _ DETAIL " A " CONCRETE APRON FOR SLOPE 11:1 LENGTH Or cuFC OUT _ DoWN FROM GUTTER 12 WIDE Y 4 THICK >t CURB Wru! I .P `ASPHALT y. \ SLOPE SNEAKS LI u DETAIL + C N TYPICAL DRYWELL LOCATION NO SCALE PLAN PROFILE DRTwEEL -4 DETAIL " .E 1I h aL l I:I 1I I N. SLOPE 1 / 7 ; DETAIL. Ca • Top CURB TYPICAL SECTION: DRAINAGE SWALE AI$D DRIVEWAY NO'aFFALC: R/W C PEEP CURD CUT F Y; _ V .CONCRETE SW CURB ALA OOTTOM ' B ' •VI.SLDIE M I MIN. /3:1 SLOPE, fPOM Top or DRIVEWAY TO 'BOTTOM Or SWALE 10' CEMENT CONCRETE OFIVEwAT 13' t 1 8.5' NORMAL SWALE $444 / - DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ? CURE 4'LINNC 2.0' Z0' VARIES DETAIL N D A TYPICAL SECTION: DRAINAGE SWALE; LOT 4 4 BLOCK STA.4t18, 401_7 AVE. TO STA. 1125, UNION CT. 8 1o' 13' mVmoxr, Il` H 1;,YO6` ON T R/.NIITION TYPICAL. SECTION: Cau44i R LING // DETAIL. B 4 ' TOP OF CHuvCwAT 0 — o7�i - I JI wrl 0, 114.7 Ftipt flit Swa.E L1OTtGM c XPIRES 7/17/5 5 ORIVE WAYS 4 CURB OPENINGS 4a X 11 -0•' TENS(rION CONCRCTC C■AO N 1 ._. DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF EARTH . BERM (3 W IO E AT _TOP) C9VERE.O WITMGRAbS LOD - /u / /_ / / �. Y._ u_IIIY P {II�PI II all th 7thcnIi II 17111 "' _•. .. LOPE MAA pn Jr SWAhC unpsou 1uyiuecl , lllc. m G;Cn.i I:I ° , a I aI:G a!ii:l: ELM: II •idt Ai.i .,. 1 Arc( 2 Lf 3 WD. sU` o- - �� �F L � T EXPIRES 7)170 9 3 r Lama impsuri LAUD—SURVEYORS raQ C II .-.- ICER re L R OAD M) VEYORS IL .S09 ARG_ELaP1C ROM) �� / . 0� P� o�c P�� �/ �/ \ AE G. �v 4" CA-'<1 -- \ ao GRAPHIC SCAEEIIN FEET) 0 td/ 20 40 = 20. 1 CONCRETE APRON foe SLOPE 12:1 LENGTH or CUND CUT DOWN FROM GUTTER 12 WIDE R 4" THICK CURB 500 U DETAIL r C N TYPICAL DRYWELL LOCATION NO SCALE 10.0 DETAIL 0 0. TYPICAL SECTION: DRAINAGE SWALE AryD DRIVEWAY NO fj CALE 10' CEMENT CONCRETI DRIv9MIAY _ DETAIL "A' - /' obit CCu N l Varlas J / CASPH Z� � ALT' SLAPS BREAKS PLAN S.5 j rORYWfLL DETAIL l •C . 13 I:I M1N.5LOPE r3:1 MAS. 6LOPE N/W t 8.5 1 1 NORMAL SWALE 4 p.011.1 J` } : {I l R BOTTOM " 6WALOTTO ' 1!1.SLDPE, milt/ 3:1 SLoPC,MAa fROM TOP ' Or DRIVEWAY To DoTTOrl of SWALE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CWIL O✓tIYN1 O /1 A TOP CucO3 ON V VARIES PROFILE DETAIL ti D TYPICAL SECTION: DRAINAGE SWALE', LOT 4, BLOCK STA. 4 +16, 4010 AVE. TO STA. 1 + 25 1 UNION CT. 13 NI<aILONE 71111 £D[I:3ITI© it ontilkiA ak`. LNE 1 Gu11ga Llwc DETAIL.. 13 K/ W DRNEW'AY 4� CURB OPLNIM1cs 4� Io' • 8.5' 1.5 4 ' OP TOP OF °NIVCWAY1 ` _ _ o — ol 4.i —' r_ /1 0.114'1 FT/F ft, 11 � COACRETE CUAti . SWALE DOTTOM 11 r DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8' DCEP CUNO CuT l4 TOP .0F EARTH BEILM ( 3' W 1 OE AT_TOP) . COVERED WITH GRASS SOO "L impsml Eroincro:, Inc. civil. it 1.u., I:h `: 6' 1 Al .• .IiIr.L Ilnc. .I...Alll, ♦i.:I: (.1 -11 1 Shit( 2 Of J 0 6 E %PIPES 7117' 9 J' Q i i • 130 Q /p i GRAPHIC SCALE (1-N — FEET) 0 10 , -2 40 S 1" = 20' r't..weJ m /% i �' ivljs mr,l7l�r�'i�neers, CIVIL CIU E f1:1 & LAND 9u ESUi5 rf[ JI AR'corliJr_ROAD /aci;rtmF. WA ✓ F n26-132, , CONCRETE APRON Pals . SLOPC 12:I LENRTN or Cunt CuT DOWN FROM GUTTER 12 WIDE % 4 THICK / CuKB , __ � 1 Wrua I c 12 c As PHALT SLDPC BREAKS _ DETAIL " DETAIL. Y C N TYPICAL DRYWELL LOCATION NO SCALE L IcORYWELL J DETAIL a .E PI .. R/w PLAN PROFILE j:1 MIN. SLOPE •�, -,.� ,.-3:1 MAa. ELOPE 101 1] T 1 I 10 1 8.5 .1 _ 1 W � a CYMENT CONCRETE O0.IVEWAT NORMAL SWALE ;109L4 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY I" CuAls CrEUINC 2.0' 2.0' TRANSITION TIWNbltiON ToP Curl) VARIES vi 7 DETAIL. N D" TYPICAL SECTION: DRAINAGE SWALE ' LOT 4 , BLOCK 1 5TA.4i18 401 AVE. TO STA- I' •25 UNION CT. 10' ;al I Sw P OF ORIVGWwy^ 0.114] FT/Fr - CO,..:RCTE CL1An ,.L O OTILH TYPICAL SECTION: 18 °ETAI L. SI C a TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO iCALC r 4 DCEP CORD CuT o.014.1 • bYaR�� ♦ I :4e C CON R C p • . 6WA1 -i QOTTOM ' 'FROM ‘'.1:1 514/PE, MIN. /211 b60PC,1'IAY .'i TOP Or DRIVEWAY TO DOTTOM OF SWALE 13' G; IML ©LL DG3d°a1WcViT LAC' " &iiL DETAIL. Y Br Gu44I14. LiHE Y I L 0RIVCWAYS 4 L CURL] OPENINGS C,,' R/ W TOP_OF EARTH uLRM(3' WIOG AT_TOP) . COVERED WITH LAASS SOU • 11_IIIL uallS 11nI11 1111/1 3 111 5111 ExPINES 7117153 5 t111I,5b l t E ll i uccn, h:c. 1]v11. 1.1:IN• 1.1.: 6 ■ AI IV - dl1e1L l:de. II •1.IG AP Y.CC ri is 'ii Ot Ala. ...: ,.,i.l: Pm u:L -I I_. 14 DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE' CPC, MAA on OF eWA�C Shirt o -r c -S 1 ‘ \ 1' ‘" _,..-------- ___________ \ ' SINGLE C:.ARREL DRYWELL - �� I � To P. OF G t RAE / zalo 7a 1 � �J i ce/ SEE D TAIL C 1 E z i // HODDlL ©MM.- 71Th Up/,00 Pl A —1 GRAPHIC SCALE (IN E) ' 20 40 0 10 1" - 2 0' C Q F�j T o:aNFtrs a_ v4:ci: 1i.m :YOPS IThur..teJ 15:t. rd.99 , POC) NP O rono ` D i - 171tpSOlt S 11�CIlEC1'S,� 7t C. - .DETAIL "A CONCRETE APRON FOR SLOPE 12:1 LENGTH or OASIS COT DOWN FROM GUTTER 12 WIDE Y. 4 THIjn- .. - -'. :f — 1 CUK8- 1 /I(urh Cu \ \ Vas / r AS 1 SLDPE ONEAns DETAIL C. TYPICAL DRYWELL LOCATION NO scALe it u i BoAllttir L _.DETAIL. .E .._._ ... I:I MIN.SLOPE {911 MA.. 6LOPE Trc • / I ,• .. rNsllls�i/sdrs DETAIL "Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALC CGMENT CONCRETB DRIVYWAY 13 PLAN IeDRYWELL q DEEP cuss cut yl C n , C A .1:�. CONCnETF SWALE U0rroM la SLOPE, min./ 3L1 6LCPE.MAL {ROM TOP Or DRlv*WAY TO LioTTOrI or. SWALE Nova `i/TH MAITI©GJ i U'l'A DETAIL. "a' DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVE WAT A ( Cum* Ort RING 2.0' /1 2.0 To? CURLS 'TRwSITION V VARIES '1 PROFILE Gu44E4. Lois: DRIVEWAYS G" CoR6 OPENIncS DETAIL- 1I Dec TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK STA.4t18, 401± AVE. TO STA. I* 25, UNION CT. R/ LA 13 1 lo' I a.5 Ls 4' I L a 5 TOP OF OWVEWAY SWALE BOT10.1 GURtl 1l " _. DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP._DF EARTH.OERM(3' Agog 41', op)._ ._. CEWEALD WITN LGA55 500 cXPIRES 711715 3 LOPE, I• A4 - ,... On of SWAt_O V unPSWu l l y iutrrS, I nc. 1 :I'iLL. Cr :CM.' LW'. ': a 1 AI IC. `:Ult'.L I:A< 1 Sju.:1 2 of :xPIRES 7117191 KODILO6\ O J 3 (2 s (lM MDD. LOT (3 ELOW13 • • DRIVEWAY EE DET<.■L_ 6, \ s E [ G. • • i S CUP. .DETAIL. / 7 L,.e�� /�� e 5 /� 7 7/ / C „GRAPHIC 4 10 �\ POUCiI_v_ EARR1 =L_. 21;e2041 C-It= • \ToP_o EC -CATE GLF.Y 2ooQ: Il ' CEE VETAI L. CL_ Cut_ L' // / / SCALE (IN FE" ) 20 1 20' lJ npso Engineers, Inc. �I,INL i1:Gll:i'6 <3 k / LANG SURYEl 2S 11.965 ARCOI:LE ROAD ' SI'3m'ANE '.v:. 59712 Pn 92g1327 / CONCRETE APRON FOR SLOPE IZ: LENGTH or Cup! CuT DOWN FROM GUTTER 12 WIDE %4 �5' cuRe --f � // �FBC� ■ - , TOP CURB / Vuua ■ I I Q J < / / - ASPHALTZ. \� SLOPE ESRCAKS DETAIL M C P TYPICAL DRYWELL LOCATION NO SCALE 1. CYMENT CouCRETF DRIVEWAY DETAIL H A I PLAN 1r DRYWELL J DETAIL 3' /4 m! � 10' 13 DETAIL. 1:1 MIN.SLOPE 5 :1 HAS. SLOPE dA \1 Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 5CALC R/W t 8.5' NORMAL- SWALE OLOPA4. o t71 0. om= 8' PROFILE DETAIL. D „ TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK 1 STA. 4.18, 401E AVE. TO STA. 1 +25 UNION CT. o.� TOP OF o ivgwAY-. G G, ., I FT/ ,, �yO q o.Iia'1 Fr / Fr 0d ft �' \CONopETE cupn $WADE {LOTION DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 11c7 7/I1, q' 4h (f. OBEP CUPID CuT C CONCRSTF C6WALG BOTTOM AO 111.SLOfc, rim./ 3:I bloPC,IMAA {ROM TOP OF DRIVEWAY TO BOTTOM of 5A/ALE . 10' 13' MINILOWtic 7/ T" AbbiTI ©GJ lora4aI ol,z.L'r L °dLbv M DETAIL. D DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS QKIVEWAY Cun4 OVEtinK I 2.0' VAHI ES Ewi1ER LINe. DRIVEWAY! a CURB OPLw,w (a R/ W T 14 N TOP. OF EARTH BERN( wioC AT Top) CovEREO WITH LRASS 1.00 . _II_ulsu II�UIGu 3•77 • cXPIAES 7117 Q.-GEE-Am. tWALC t usLp::wL Engiuecrs, Inc. ❑VIE Y.L:71Li. Llc `: 6' IANNDD - JI< - .I: um:. :Ili el 2 of I I I. KNILOREVITK ), \oT 7 1311,0© O GRAPHIC SCALE (IN FEET) 0 10 20 1" 20 - -- - -- `ti wR.DING SETLincK ,., .. 1\ ______ ______ _____ -----„ \ - 5 , Dg.BiNAGE DETgIL 'G i,ct 81.53' / 5 iu1 Engineers, Inc. CIViI. EtICIUEER: & LAnD SURVEYOR° t1.5t1.509 .9 Ai2CO1r:E ROAD SPOr:<CE '9'12 Pn 92. -i..0} ; J CONCRETE APRON FOR $f,OP£ 1211 LENGTH or CuSC CUT / / /DOWN FROM GUTTER 12 WIDE K 4' THICK 5 r- 1 —� t ,..... t1' Cuttea ore c- —.. /• � wnaa . I v / CA SP HALT'S r I 1 51APE BREAKS J W - DETAIL C A I DETAIL 4 C P TYPICAL. DRYWELL LOCATION N0 SCALE (r DRYWECL DETAIL_ "En PLAN PROFILE toU I:1 MIN.SLOPE /•3:I HAS. _SLOPE / , /AP/!a / /IS4/c 11 M DETAIL Ca TYPICAL. SECTION: DRAINAGE SWALE AND pRIVEWAY NO SCALE R/W 10' CGMCNT CowCRGTE DRIVEWAY 13' 8.5' NORMAL SWALE .4,. u olua II:�CONC NGTc 6WAL.i BOTTOM • .., : 1 .' G4gp I!1. 5LOI•', MIN./ 311 %LOPC,1 -LUt fne, ToP Or. DRIVEWAY To DOTTOrI OF SWAL.0 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS ORIVEWAY /( Cutt4 orl KING 2.0' /1 2.0' VARic _ TRANSITION M N I V T4iffIO Top cur:, 8 Jrc; Og,E CURD CuT 13' la eL IRE 946BITHOGJ 01'0'IG1AN' L`r LnL'UGat:, DETAIL • 2r RAJ Cw1+GR LILAC ORIVGWAYD 4 CURD 0P,:W,nG. (u" DETAI D „ TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK 1 STA. 4+18 4010 AVE. TO STA. 1+2S, UNION CT. 10' ' 8.5 I.5 4' A 1 �oy Toil of DNIVGWAY . O. I /4.1 I4T F //F fl1 IT •" ,CO+a RCTC CURD 5W44L DOTTGM 11 Y DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH OE RM (3 wing AT_. TOP) .. CO). EKEO WITH LRaSS SOD . ...I Lo ft§ unpsou Eu9R1CITs, Inc. I:IYIL LI:::I+.I .1•'l n' 10.11i• .UIL'.t. nAt). Slai:t 2 of 2 r 8 \\>.01' S 83" 94 N„ \e1 m> EXPIRES 7117, y3. d DL ©KE VTR MO. D. L©T 3 oL OC.1 y0., .9n c /3 • / \GRAPHIC 0 \\ 10 SCALE '(9 20 = 2 0 UN ION C!. FEET) 40 5 iuy/son Is'1�jrnerrsJ?IC. CIVIL CN •II,ECRS if LAND SVRVE TORS -_ I:uG ARrI'L:i:E ROn0 SPOKANF 1A-cR2/? PH 926 -I3?? _ DETAIL A CONCRETE APRON "OA SLOPS 1271 LGNGTH or LYPO CUT DOWN FROM GUTTER 12 WIDE Y. 4` THICK. � 5' 5' �- --�� Vi _ _.. - ;; .JJI CURB --C I I /� urb Cu � / uv lu z CASP ' J HALT' - ..-- SLDPE BREAKS DETAIL. + G TYPICAL DRYWELL LOCATION NO SCALE PLAN PROFILE DETAIL ...E -. I I I:I MIN,SLOPE MAJ.. 6LOPE Top Cuau) TYPICAL CGMCHT CoMCRGTE DRIVI -JAT ❑ ETAIL II 0. SECTION: DRAINAGE SWALE AND DRIVEWAY NO 6CALC R/*? 13 t 6.5' e 4 DCCP CURD CUT NORMAL SWALE I'S� • 3 / IIII �s t: CO C N R C D MGT .R BO bWALTTOM IA 5 Lonn :, mitt./ 3:1 bLOPE,MAA fil.04-1 TOP OF DRIVEWAY TO BOTTOM OF b■At.E KtiOLL©I .7/ VI &ODI`u' M bilnrl°'.tilL DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURS OPENING LOCATIONS DRIVEWAY A f CVMY O✓t$m4 O 1 VARIES 10' TOP OF DRIVEWAY TRA NSITION pr DETAIL. � D SwaLI: BOTIbf EXPIRES 7i17■5 3 Th0.NSITION Cuu4tt LINO L DRIVGWAYA n CuRB OPtwin¢s fo DETAI B D s TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK L N 5TA. 4U AVE. TO STA. 2S 1 UNION CT a/W 8.5' 4 y O �LL 1 � /1 I fT /R __ 0,1 11.7 f /P" F11t '' � �co.._RCTC CUNtl N y - DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP .OF EARTH- bCRM(3 vela& AT_TOP).._ .. COYEaED WITH G.,.Sa SOO OPE, PLU. ... or+ of .w..LE 1 .hie( 2 Of 5unps,u !.'ngiuccn Iltc. I;IVIL is A:0.117.-: a' I :.1 11 AP_;. t.::^ rt :I 6:9 iA � `sit Ala N OTh V G; UC)IIL©L 5 4 ' I'7.. W CRI ku D2 77.03' 9 IONALE :.:acres irn, 9? LOIN g BL©© S: r M \n GRAPHIC SCALE (IN FEET) 0 10 20 40 I" = 20' UN \OI1 Cl . 5 intpson. 1.'nyinliers, lac. CIVIL Er:GII:EIRS & L4r■ SIlIP.vC,'ORS fl.b09 ;.RCOIiNE ROAD SPOHANI: 1',.4 9:212 pN 9:,1 -11:'1 tl DETAIL. A N CONCRETE APRON FOR SLOPE 12:1 LENCTN or CURD CUT DOWN FROM GUTTER 12 WIDE A4"THICK CUKtl - urb Cu // VW Jai N. N. I Y L- N. ASPMALT'Z.• J SLOPE /SNEAKS PLAN DETEAIL C II TYPICAL DRY* WELL LOCATION NO SCALE Y Lt 4 W •, II ^__DETAIL ._E.. -. -. 4S *0/ 1:1 1 SLOPE /•3 ::1 MAS.6LOPE DETAIL. Ca. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO >f CAL& .. . R/W 13 101 t 8.5 ( D6EP COS* CUT NORMAL SWALE 7(OPL "" r Y O r'ia. .�.... -,�. _,.:..i.s. + . coACKETc CEMENT CONCRETC , ^ {s'^ • 1 ;J Cyryy DRIVEWAY 6WALI BOTTOM .. �P1 6Lorg, MIN, /3:1 6LOPC.MAa {ROM TOP QF DRIYEWAY TO BOTTOM OF SWALE • PA1511L8[E 7/` H thODFfl©GJ Mythl1L< 44 DETAIL. O PROFILE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS OKIVLWAY( &LEm4 2.0' VARIES 2.0 TRANSITION • C W+ +ER LINE: ORIVC WAYS 4." CURB OPENINGS 4" DETAIL. D" TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK 1 STA.4 + 1B, 401.L1 AvE. TO STA. 1+.5 UNION CT. - DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALC TOP._DF EARTH OERM (3.wIQC tT.TOP) _. COVERED WITH GRASS SOO c XPIRES 7i17,5 3 V unp:W Enyincrr; Inc. I.IVII. C04.1•4 LR i >' I •.i:D •UI('.1. I.AI: II til,4 nRG. +.lip iJ Ail .r Cn nl n. ..• B: rn v :e - 1 1 1 1 I 1 I I I \ I \ 1 \ I \ I \ \ \ / \\ \ �?�`„'CVR6/ / \ ` - -_� ci yam\ r 40 1 ` � _ SEE DETML G1 0 K9DDDLO BUILDING N8 r ID Fin 1 i XPIAES 7117' ! D aE VTR ABDDO LOI7 10 sL©©EKK �3 E„,aded 19:,, �,. -% � \ \ \ — j Csi GRAPHIC SCALE (IN FEET) 0 10 20 5 ilnpsvn Engineers, Inc. CIVIL. ENGINE CRS E LAND SUR VI. VAS N.009 ARGONNE ROAD SPOKANE WA 59212 Pm 92o-1322 1 .. _ 20 . 4 0 CONCRETE APRON MIL LENGTH o CURD CUT 12 WIDE 4 THICK CURB SOD DETAIL ° C. TYPICAL DRYWELL LOCATION 140 SCALE 10.0 o -" // // X TYPICAL 5EGT10N: DRAINAGE SWALE AND DRIVEWAY NO 4CALE R I 8.5' CYMCNT CONCRETE DRIVEWAY _ DETAIL. A 5' i ,.nc \ � , � SP HALT "?..—•• \ N BREAKS 55 1 le L J _DETAIL- .E. SLOPE 12:1 DOWN FROM GUTTER PLAN PROFILE I:I RUN. SIOPC 3:1 MA4.6LOPE 7 &7nWG / =d /o 11 - DETAIL. Ca Top CURS) 0 1 ff 4" C16EP CURD CuT 4 .� CONS . `6WALG BOTTOM I:1 SLDIE, MIN. /3:I SLOPE. MAR FROM ToP Or..DRIVCWAY To BOTTDH of SWAL.0 [VIII UI 01kciG 7YTH &6[0Ffl©GJ DrithI [ Ati;Jr. L/IL'['l <ltiW DETAIL. 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( Cunt OPCUNC 2.0' 2 . 0 TRANSITIob TRArbITIOH VARIES Gu1lcR LING DRIVCWAYS 6� CURB OPENmGo u." DETAIL 1 D" TYPICAL SECTION: DRAINAGE SWALc , LOT 4 , BLOCK 1 STA. 4 +18 40L AVE. TO STA. 1425, UNION CT. 13' R/ W 10• • 8.5' TOP OF OKIVCWAY-1, _ o.0 u.l_I_RI„ /1 4l1 Frie 1 "scow RCTE CURB SwaLE BOTTOn DETAIL H F. TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TDP_0F EARTH bCRM(3 AT_TOP) . COVERED WITH G0.a15 Soo Shit! of 2 Vu upsr,n Erlgincurs, h:c. CI' II. LI:(11r. 1.1,'. n' 1 Al D .: VI<'.L I(.N'. IL .-r11. gp.Y.I.NE flc rl ',rid ale. ..- ..i.1: ho o:e -L:.. 0 F GWALO Z flN ADD. LOT 11 LL ©© 11 105. 10' GRAPHIC SCALE (IN FEET) 0 10 20 40 Isl aYr' 1'= 20 While" 1 Vimfaun Ghtginccrs, Inc. CIVIL CNGWCERS 1., LAND SURVEYOR: N.3O5 ;, RGOF:NC ROAD SPCEANC ?I? U3212 rd x ;23 -1122 CONCRETE APRON Fos. LENGTH or [QS' CuT SLOPE 1211 DOWN raOM CWTTER I2 WIDE A 47 THICK CURB U TOP CUR, Vas it/ I Q 41 1 �r \ SLOPE IOREAK5 CEMENT CoucorrC DRIVLWAT ' _ DETA "A 10.0 — h 5.5 1 1.&1 y SOD .. _ "l ° .�" ll .s DRYWCLL II DETAIL_ SI C 3 10' 13 DETAIL. M C ' TYPICAL DRYWELL LOCATION NO SCALE PLAN PROFILE 1:1 MIN. SLOPE 3:I MAr..6LOPE / /a / / /$/ i1//n / 61 17a`� /(aU /u 0ETAIL. 11 Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALC B/W 0.0IL1 8.5 NORMAL 1— 8 fr OP.EP CURD CUT 1: � tCONCRITG `6WAta BOTTOM 1!1 SLOPE, MN./ a'.1 51.0PC, NIAII {Ron To Of DMVLWAY TO 00TTOM OF SWALE' CUA* DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PKIVEWAT ( Cults &t$ NC 10' 13' TOP OF OKIVCWAY 0 .IIL7 F — U .VL VLI RE 7 /TH AD i` k)G` MAZAC�L 2.0' TRANSITION M DETAIL. a' R/W VARIES TRAra ITI0N 0.u4 -1•Il Linc � L ORIVEWAY> 4" CURL) OPENmGS 6� DETAIL. N D" TYPICAL SECTION: DRAINAGE SWALE , LOT 4-, BLOCK 1 STA. 4t:8, 401:1 AVE. TO STA. I* 25 UNI ON CT. .T 8.5' S It Tit COnsCRLTE 4' 4 cuwn 9WAlE Lurrro I 1 1 y DETAIL F TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP.. EARTH UCItM (3' wloQ AT .10P) C0YERL0 wITN GRASS SOO XPIRES 7117193' LOVE, MAJ. Orl Ot •WALC Slut! 2 of _ S LiiIp O t.Iiy'iu Inc. Lodi. :11“:11.i I.1.5 m I AND '41A C.I, 11,1(:. II •y)5 AP - Ap • i ' i XPIRES 7117o 9'3 o • C U Kt's CL Y SEC 8 I NCt.E S3F.R21-C.. D tYWEI .ToP of CRATE EIEV. Zoo3 �\ �� Q / SEE o6Tnli.� i 3 ' - 12 MILNE VTV QDDDD. LOT 1 oLOGK n• (13 GRAPHIC SCALE ON FEET) 0 10 20 40 1" = 2 0 . ininson Engineers, Inc. CIVIL ENGINEERS k LAND AiRVC f:.909 ARGOIINE ROAD SFCERUE w9 99212 926 -13 ?? CONCRETE APRON EO.R "SLOPE 11:1 LENGTH or WAO CVT DOWN FROM GUTTER 12 WIDE R 4 THICK m S ��� cuaS i „r, c� I Top cola i/ Wrias N I Y V `ASPHALT'-• NI ... SLOPE 8MI1AK5 _ DETAIL R A' DETAIL M C P TYPICAL. DRYWELL LOCATION NO 5CAL£ _ 10' PLA PROFILE (r ORYWELL I:I MIN. SLOPE y:1 HA/..SLOPE l7�1la / /l+.d /e 11 w DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 6CALC 8/W . 13 1 on 1 NORMALSWALE }{Get. I' ,, 0.0IV 1 CEMCHT CoNCRCT6 C CCOWRCORETC DKIVE AY lay/AL-11 WOTTOM le SLOPE, MIN. /3t1 SIAPC, mica 'FROM TOP OP ONVLWAY To DOTTOM OF SWALE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ?Climb O• DETAIL R D s TYPICAL SECTION: DRAINAGE SWALE, LOT 4, BLOCK 1 • 8 STA. 4+ 1 8 r 4 ,. DEEP CURD CUT 407= AVE. TO STA. 1 +25 UNION CT. RA,/ T 10 I a.5 13 tainilL )II i 7/`V'Gd /'ti1Oiij©[ k�U3G ^aiG��� al'r i L i L'1 V�. 2.0' T RAN S ITION DETAIL 13 CaL + +ER LINE. DRIVCWPYD G' CURB OPkNINa6 !o TOP OF 0RFVCWAyK 4 • o.em., I't !vy�n� p Q II( / ' —ma (t13 �' \coati ROTE FI Cunt Swa.-E UOTTGM 41 • _. DETAIL F TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TO2_OF EARTH .ILEUM (3 wing. AT_TOP) COVERLO WIrH GN:SS boa > to' TR+..s rrion uupsmt F. lug. Ci NI. t. “0.11.i.L19 c I ANC `.Wl.L. IlA1 . II tii. ,a)ial,I:C R,,A[I Stkot 2 Of _ c xPIRES 7)17' 93 11 AL DCIVEWAY. SEC vETPtt\� _G 16 c • *D,. OL rq12 FS, UCrlt c' ` 13 c 1" — 20' G 2APHIC SCALE (IN FEET) 0 10 20 40 "' ivrpsan Engineers, Inc. Ova_ OkAIILf.RS rc LAND SURVtt'0FS N.0 OCT ARCONUE ROAD Si'OKAhC NA 95212 Pn 9226 -1322 CONCRETE APRON row. SLOPE 12:1 LLNOTN or c URC LOT Dawn FROM GUTTER 12 WIDE X4 TNIjK� / CURB CEMENT CONCRGT$ DRIV&WAY DETAIL. "A / .....eASPNALL \ i SLOPE BREAKS 13' ID' PLAN DETAIL P C' TYPICAL DRYW£LL LOCATION N 0 SCALE IC DRYWfLL J .■ 11 DETAIL.. _E•' ... - -- PH I:I MIN. SLOPE r3:1 MAY.. ELOPE • 7S /Va or DETAIL \ Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALC., R/W 8.5' NORMAL SWALf KORw., „�. I C CO D N R C B' 6WALIf 6CTTOM SLDPn, MIN. / 3:1 SLOPE, MA+ fRDM ToP Of DMVEWAY TO 110TTOri OF SWALE MB[ iL©.'U 7/ V'H PAID)N'i©Gd lOntikAt:iLE i4iL'V keDL DETAIL: TRANSIT10N IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAT ( Cosi oPL epos: 2. DETAIL. � D \ ^_.O' DETAIL_ TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4 +18 401'1 AVE. TO STA. H25 UNION CT. 13' R/ s4 10' 8.5 I LS TOP OP OKWEwa' 1.�, a iIL7 Fr /Pr • °',�rT OKpc Tc CUnb Swa.L.0 BonoM y _ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE N0 SCALE TOP ..of EARTH .taaM ( 3 ' W,oC. AT ...TOP) COYEREO W ITH GL.. S SOO B j r �Cs” DEEP CURD CUT 6 • • EXPIRES L17 jjyl �In 6111 610 PE, M.uL .. .. ors of Slli'RI 2 of unpsmi Erl ilrrr:, Inc. crvlL I.I:::ILi LL': t, I Al C `dill'.1. IIn <: Ale. .,.• ,i.a: rn n.L'' l.:-_ 109. C0' C CURE _ C`;OP O '- _ LINE 1 3 - r risEt_ Nr �'A IL - G •. �! 13UIlDir�G EilDDL©dE TTH ADD. LOT MOCK 10TH AvE. GRAPHIC SCALE (IN FEET) 10 20 40 :;: hire.,.:` �:u.NE•::a::.{ (§ boson Engineers, lru. Civu. R+GU:I.IRS is LAuG SURvEYORS n. 9 ARGONNE ROAD SPOKANE 11.1 99212 PH 925 -1122 • CONCRETE APRON FOR SLOPS 11' I LENGTH or CuS* CuT Cows+ FROM CUTTCR 12 W,DC A 4" THICK- • CURB Q I JG c DETAIL. N A' 0 1 asu/si/r &a CEMENT CONCRETt DANFWAT 10' AS P MALT '7.-A• SLOPE BREAK PL 4N DETAIL. TYPICAL DRYWELL LOCATION N0 SCALE DETAIL_. C ,,._. II MIN. SLOPE 3: HAS -SLOPE l7 s71li�ladr` 11 M TOP CuRU) • ❑ E TAI L G. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO *CALE R , ID •161 SLOPE, MIN. /3:1 SLOPE,MAA FROM Top OF DRIVEWAY TO tDOTTOH or SWALE PROFILE 13' IkAL:7UCS©!f F' LinI H A D Ly1 ∎ 1 71 K IfilIV°IIII\L��::Ilf: 2.0' TRANSITION Cur HAP. LINE R/W D ETAIL.. o DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS OKNEWAY (CunH ce. WING VARIES 2.0' TRAIT SIT 1OH DRIVEWAYS O CURD OPENIMGS G DETAIL_ N D" TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4 *18, 401 AVE. TO STA. N25, UNI CT. T 10' 8.5 I.S To P OF ORNi Way 4 • lf� f7 CONGRCTE CUAzs SWALE ffoTTOM t1 a DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP. OF EARTH OEKM ( 3' wloz AT.ToP) . COVEKt.D w4-H EAA S soo 8.5' 4 DBEP CUR* Our NORMAL SW A LE, I ' � '' .. :ft� f j'' 1RCONC RETL 6WA1Y BOTTOM' ,,'. ■ ' EWA* C XPIRES 7117 _ILLS ullls uGu LOYC, t"A ... .. len VF t.WALC Unp%O:L L'nginerrs, Inc. I:Pn1 1:1“ 00 n I Al 4C1 `,Hint: 11`iN■ AT?•.a. - C (ipA(I n nLt,. ,•al/ in o.e - I ai S)ke( 2 4 40TH AVE. Cu?i rroPERri 55.0' I I$' ORPINAGF LA5E.tir T S[[ OVth IL 'CA'' LINT - a0. GO _________ - ISUILUINC, t I CK N B=).' 90 S5" w HDDOLOLIE 'Tri MD. LOT 16 13LOM n GRAPHIC SCALE (IN FEET)I 10 n0 .t3 Vimpson Engineers, cIV1L [NGr.EEas . LIID sURVE tORS 14.909 ARGOI111E ROAD SPOKANE, WA 95:12 Ph 926 -13?? CONCRETE APRo. FOR. SLOP£ 12:1 L0N4TN or LNRO CUT DOWN FROM G.TTCR it WIDE A 4 THICK CURB – - 1 1 — /�uS N. 11 Wrus \ Y ." I LT'Z.+ N. '" `ASPMA J 1L SLOPE BREAKS DETAIL_ s C P TYPICAL DRYWELL LOCATION NO SCALE IO CEMENT CONCRLTL ORIYMWAY DETAt L RAl DETAIL.. ToP CuRs J • PLAN PROFILE ( al If _..DETAI ..E..- ' 3 I:I MIN.SLOPC 3:1 MAA : 6La PE p911 a7/ 11 05 - ❑ ETAIL TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CA•C RA4 13 1 t 8.5' NORMAL SWALE.y.4. DETAIL. N D A TYPICAL SECTION: DRAINAGE SWALE, LOT 4 BLOCK 1 STA. 4 +18 401=' AVE. TO STA. I *25, UNION CT. l 10' B.5 1.5 4' TOP OF DRIVCWAY i n.o_.i – T/ FT /1 0.1 ! fl COraCNGTC CUAD Swaa.E bOTI'OM Il a _. DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE B 4+ PCEP CURD CuT CONCAliTF 6WAL6 UOTTOM AO I :1 SLOIL', MIN. /3:1 SU:WC, MAUL FROM TOP Of. DRIVEWAY TO DOTTOI4 OF. SWAI.0 13 Ug.I iL g E 7/1111 z' A a ICM OU3thI OCi DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DKIVtWAY / ( [Lillie CrtrNN C 2.0' /1 2.0' NSITION V VARIES TRA Cw44ER LINO R/W . o . TOP_OF EARTH .OERM(3 WIOG AT .TOP) . . COVERED WITH CRASS SOO XPIRES 7117 4 uupson l'rylnccr_, hie. TNANS1T10■ - OWVG WAY! Ca CURD OPGNINGS 4 CIVp l I:::I�.i LL a 14IIV '.UII'.i ,art'. Il Nii Ain . .;::I( Pn O PC, MAA .. On or 4w +u Slue( 2 of �� ... J 1 9TH AVE. _ '- CuRG - - - -- q r -- - -- e PROPCRT\ LINE_ M 85, CO' 13' ORF1)N1\C9i SJ\S[MCNT pct_, OG1R11. .�,. ,( GVILOING SCl5RCK I6 8 - s VI 85.00' '� TP` ,J 1 F �Of ti to RFCI StERm S /ONALe WASy _9.), - F . ; i t I I l 9967 .'r.PIRES 7n1/ 9 3 . Ul GRAPHIC SCALE (IN FEET) 0 10 20 40 1 ,. , 20 . _ AMIIILOIV E 'YTEI Ma LOT 1© EL000: 3 “wrwnu ¢•6 ti boson Engineers, Inc. CIVIL ENGIIIEERS e< LAND SUR.EY:HS N.ROO AR.- SP:::E ROAD SPOR} ! { E WA 9921? PI! 926 -11?? DETAIL_ - CONCRETE APRON FOR SLOPE 12:1 LENGTH of CUKC CUT DOWN FROM GUTTER 12 WIDE % 4.TH15 5 CUNB- I �ICurb Cuff' 'J1riES \ I R. v i / ASP HALT'ZH \ SLOPE {iREAKS PLAN h H A . DETAIL * C" TYPICAL. DRY WELL LOCATION NO SCALE DETAIL. „ E l1 .. '01 r• Pc3/4 1:1 111N. SLOPE 3:1 MAs..SLOPE DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO *EALC DETAIL_ R D . TYPICAL SECTION: DRAINAGE SWALE; LOT 4 1 BLOCK 1 STA. la, 401 AVE. TD STA. 1 +25 UNION CT. TOP OF ORIVCWAyT 4 o - o u - 1 iJi =t 0. 1147 Fr/Fr 11 f11 i ".A COHC%GTG DRIV CEMENT iway � (� TE - CIORO Ew.T WAL.H 6OTTOM ' I <1 SLOrg, rum./ 3:I SLOPE, t-WI {ROM TOP Of D RIVEWAY TO DoTTOM of SWALC DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY /A1 ( 1' Cuii C1twn. 1 2.0' VARIES PROFILE 10 13 IMMEL NE JTH IADDFflGGJ On/AIWA', brai 1.,tiff DETAIL... L. au44ERLINE DRIVEWAYS Co CURU OPENINGS 4 R/W 1 8.5 SWAIE U0Tlo. -n S CONCRETE GUAR H y ._ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP.-OF EARTH bER-1( Wto AT.TOPI... . COVERED WITH G2a.SS COO I�IIIS Il al I1: 111 GII EXPIRES 7117/5 , ..11.1•4 1.+. LOPE, MAA .... OH of .wAIE 5 t1,1p5Oft En h:C. I:ivu. LI;I:PA I.L.: a' 1 AI<(I 'IUI <'.L i4q t. II •i,. AD. :..pNr iniA:I ;hair( 2 of 2 10TN AVE. T I 1 , Cua6 — r t —_ -- - - - -- -- .G WoratRTY LINE t M eh.f,0 ' I 13' DGfINcG[ U\tE MLNT Ems[ UCTRIL - (a .. C eulLOING sc `J " 11 q ti5 E . ,ti��.. � fo p wn it J1 --£:.; jz 1450 R 9967,[, L '. 8 M �7 o - M 85.00' AL CZPIRES 7:174 93 ) :n _ ;, n tP GRAPHIC SCALE ON FEET) 0 10 20 a0 1 = 20 _ b. [ALONE 77R A©©. LOT 'fl BLOCK 3 lwmma Eau 5 ' impson Enyincer , Inc. CIVII. I :110laiRS m LAID SURVEYORS I:.�DS ARGCf:11E ROAD SPOEANC 1':A 55 1 Pk 52i1-1322 CURB CEMENT CONCKETR DRIVAWAT 1 DETAIL "A' M 0 DETAIL. B DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURE OPENING LOCATIONS ORWEWAY ( Cutch CYInIh 2 0' 2.0' Top CURB TK1usInoN / I / %/Ann cu N. VAKIES K I // N I f L .2 ASP HALT'2r. SLOPE BREAKS CaUcR LING CONCRETE APRON FOR SLOPE 12: LENOTN or CuSO WT DOWN FROM GUTTER 12 WIDE X 4' THICK S 1 DETAIL C. TYPICAL DRY WELL LOCATION NO SCALE 1. .:tDETAIL 3' TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALE G1V 13 PLAN (cORYWELL $1 I:I 111N. SLOPE 3:1 HAV.. SLOPE . DETAIL. Ca CONCRETE SWAI.i OOTTOM ' `1 CUSP 1 / 4 111 SLOPE, MIN. /3:1 SLOPE, MAIL flLoM TOP OF. DRIVEWAY TO BOTTOM of SWAGE DULI!,iE i /`IIH lthi[)ftO©A DiAmkthrig, brire:AL PROFILE DETAIL_ X D X TYPICAL SECTION: DRAINAGE SWALE; LOT 4, BLOCK 1 STA.4 +18, 431_8 AVE. TO STA. 1 -.25, UNION CT. 10 13 TOP OF ORIVEWAy O.l 141 FL,FF H/W DRIVGW'AYS C." CURB OPLNIncS V 8.5' 4 1 yo• fllfl CO'.;RCTE CURB SWALE BOTTOM 11 • _ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE r (: ogee CURD CUT 8 COVERE.0 WITN GRASS COO TOP.. CIF EARTH BERM (3' W JOG AT TOP) EXPIRES 711715 i..0 FE, ICAO. . ow or ..wAK.0 S' 10 2 O A ; l 7npsbn E n :p h,c CIVIL I!rL11.1a1.4 6 1 AI.0 iI_Ir.L I:AG 11.■ 1 1' fiCfrAii '.i .in 'I.I: c.J: ;' � i'1 u:u -1 90Th AVM. 03 1 C CURc3 r — -- _-__ r. L r PRo E iY uniE - - - - - J_- I I y 85 . co IV DCAINACIf L:ASCt -\W;T SSiE Dial A\L ' G" ,c gut to ING 5(_T I ,C ^ v Sit FT. I u U E <l G 6 J n E J r r 2 O 8 z 3 CO 8 t ¢ f CO CZ t:4 4 Y K cct 3 o LO •Z" n P- -- t fi'5 E. 5� - .. P 4 o Fwns � e AT 1 f : o ti \ iPaC K _ .. , • 1-0, 9967 D S ONALf •..:71RU 7. r. 93 J GRAPHIC 0 io SCALE (IN FEET) 9 0 40 J G �DOL©IE TTG[ G&©D., LOT 110 BLOCK 3 ,. _ 20 ' Iwrweu ISe4 ' Hnpsou P.1 ny incurs, Inc. Crni. CrGuE[Rs k LANG SUR \LYORS N.`.r49 , kGAD CU RB CONCRETE APRON FOR SLOPE I7.:1 LENGTH or CuRC CuT DOWN FROM GUTTER 12 WIDER 4` THICK � r %r ;a `A I d I ID' CEMENT CONCRETE D0.IVEWAY DETAIL_ N A : m SLOPE {!BEAKS 13 PI -AN DETAIL_ * C H TYPICAL DRYWELL LOCATION NO SCALE le -.DETAI PH II I:1 MIN. SLOPE 3:1 MAE.6LOPE ha CI DETAIL fl Ca TYPICAL SECTION: DRAINAGE SWALE ,AND DRIVEWAY NO 5CAL.0 r+/w t B.5 NORMAL SWALE. N(OPL. 8 oi r';' DELP GYRO cur • I1: CONCRETC 6WALG UOTTOM , n "KO % %CI SLCIPL, MIN. /3:1 ELOPE.MAa fhQM Top or DRIVEWAY TO DOTTOrI OF SWALE DETAIL: PROFILE 10' TOP OF DRIVEWAY 0 . Ow) 13 U! I ML OkE: . 7/1111 AribrgioNi Dnild v iCr [r tfri L TYPICAL SECTION: Cau+IER LIRE 1 DETAIL_ B TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ?Cutts. OYEMING m,,,IZmSTIT DETAI P D" TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK 1 STA. 4 +1B 40L AVE. TO STA. 1 +25, UNION CT. R/W 8.5' I L$ 1. by DETAIL F lh - `�IfT CONCRETe CURS SWALE BOTTOM BERM ACROSS DRAINAGE SWALE NO SCALE TOP_O£EARTH .bLRM(a WIDE At TOP)._ COVERED WITH GRASS SOD. - ` IIJus u.112111 �1 /1 EXPIRES 7117'5 3 DRNCWAY3 6 CURU OPENINGS !o 10M Cr +wAIE ..'Ili'Ifl 2I Lf V LinpSOn F.'njiILCN , inc. caul!. i,l ❑'dL1.I.L > I AI ID `.Ulr.l.l: At] 11 `i APC.'a.KT TiliA '.iG Aln ..A ..]I/ En RIDDLE) 14 AvE. PROPERTY LINE. o. GO' 55.19' 15' DMNRc,r LFISEMENT SEE °EMIL °G„ n .. ,RVILDING _ tic ------- 19 85.00' ADD, LOT 110 FLOG 1 4 8 3 EXPIRES 7/17; 9 3 GRAPHIC SCALE (IN FEET) 0 10 20 40 I" - 2 0' wriJco 154. Vimpsmi Engineers, Inc. CIVIL ENGINEERS k LAND SURGE i0E6 N. i39 ARGONNE ROAD sP;EAI:E 'AA 99212 Pii 526-1:22 CONCRETE APRON fOR SLOPE 12:1 LENGT or 0.00 CUT ///'''DOWN FROM GUTTER 12 WIDE • 4" THICK S 5' COKE I /4urb Cut l\ - ~' < 1 FF VAnaA 1 / `ASP HALT 'D \ J 1G SLOPE BREAK DETAIL C TYPICAL DRYWELL LOCATION NO SCAL CGMENT CoNCRETG DMVEWAT _ DETAIL ttC F B _ DETAIL. 13 I:1 MIN. SLOPE X9:1 MAa. 6LOPE DETAIL tl Ca. TOP CURB J PLAN PROFILE TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4GALC R/14 DETAIL: TRANSITION 1• CURB AT DRIVEWAYS ANU CURB OPENING LOCATIONS DRIVEWAT ( Cultb CY'LMNC 2.0' 2 0 ' TRANSITIO TWIN0ITI0w VARIES 6WA13 BOTTOM In SLOPE, MAY {ROM Top Of. DNvtWAY TO OoTTOM or S■AUE DETAIL ° D` TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4.I 4014 AVE. TO STA. I +25, UNION CT. 10' I 8.5' NORMAL b 4' DEEP CURD CuT I.S U 0 "2 ;,CONCRETE 13' 18 NIL ILuGAG ! /'U GI WklifiCail DnmHAGE L�L'V'l IL DETAIL. C3 Cw41c0. LINE DRIVEWAYS C. CURB OPLN1MGS G` 8.5' 1 4' L- ToP OF 00.rvGwAY-.. O.OIYI — I /_ �11 1141 r r /Fr oi fl cor.Cwcrc CUAO S WALE BOTIZH 0 s DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_DF EARTH SEKM(3 wi0 AT.ToP) COVERED N.'lTN CRASS .OD „ 2 W G n C . 11 n11's u EXPIRES 7,17 OFE, MAA ors J I ,.w00.0 .1Y1i 2 of �' iutp��Bn F'u�inccr'�, lllc. U wl. I:u;al.i CV; e 1 AnG Sulr.0 II.1 .S l bl .. LE _B/W.RE L_ONISW EL F • Sop - e ELEV- 2.010=_ 5 EE DE7A1 50 Lp1N fdDLONIE TIN Q». LOT 200 °3L©©1 F re P , .� (�nvC Dk>n0 � Fl L (n :nr, \ -..L„ I E ,3 71/ , �\ \ ^ \ / 0. / 7 r 'Ripon Anyinecrs, Inc. CIVIL Enc?IOCRS k I. AI:D SURlEYOES 11.909 ARC0UNC ROAD SKEANE VA 59212 PH 02C -1322 GRAPHIC SCALE ON FEET) 0 10 20 40 ' — 20 CONCRETE APRON FOR SLOPE 12;1 LENGTH or cuSC CuT . DOWN FROM GUTTER 12 WIDE E 4`. THIjK-Th CURB _ DETAIL : A I / urb Cu R 1 /// 'At us N. 4C aASPHALL c N SLOPE BREAKS DETAIL • C. • TYPICAL DRYWELL LOCATION NO SCALE PLAN PROFILE _DETAIL.. 1 �E /! .. I:1 MIN.SOPE Mai.. 6td PE i d _ J W DETAIL II Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO 4CALC CEME C ONCRETE DRIV .. Ij TOP OF ORIVCwAY 1B DSeP CURD cur CONCRETE ' ErWMi 60TTor CUPW • • VI.SLOPC, MIN. / 3:1 51OPE, {ROM TOP br ORIVCWAY TO DOTTOFI Or. SCALE O' 3 I/ MiLL6LL1 IE 1/11 1 hDI VICGG. D nedlilA al'r • ,. DETAIL. [3 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ?Guns &LMINC R/ W CXPIRES 7117'53 DETAIL. 1 D TYPICAL SECTION: DRAINAGE SWALE, LOT 4 BLOCK 1 STA. 4 +IB, 407--1' AVE. TO STA. 1 +25 UNION CT. 43.5' 4 "7 Fi JPF fll:t� c:::RCTc GVAb SW�.LC IiOTIGn 11 DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP-OF EARTH bEItM (3 wioE AT -TOP) COVEAED wiTN GM 5 .0O . u GI . ii c11 DYE, FW. . Qr. Jr YW1LE Slat( 2 of L5C unp_im Luptccrs, hlc. (]•III. oirmi1:1.•: a IAIab Fn (,) y r3 J j 047\ 14-11-90 9 fr y+ 3,,s c v:3 , c 9 O ba - / I; CAA-4^w_ iv 112 flLM V CURD 12' MIN. 24' MAI PLAN i L. 61. ALE LL$LILINE !' FACE 41 10' t< ) Irk%leaannb n SALL £WUUME `3/4 "al1MS JAI$T 1VAT10N MIME ONE& AVPRMLW iNb WALL Ct. imam sedum ressw - uric ___ 011111111n 60116UPE etiliblihiC — 1 - 1 0 p 6.6 Ctsv LQ2 tretittL • 'SECTION OTAIRB a. MN 34' MM. LIP p -tutu abalt4E 661c Sfcc 1 *stain} a %es IMP c\r Sal la& T we-0:R~ altff ELEVATION NWILIK teva ARRIALW H c c d \t C 0) <\\ ,; ( ; '2 0 0 0�6 W C) b p W h BLOCK 5 97.4/ amino n ti r /0' Cerncn+ Concre +c Dnveway IVOTE: /. /7// curb cots shall be constructed 6 ` be /ow to , cf curb. 2. q .' curb cut shah' be constructed in the ccrb od5acen/ to at/ drywe / /s. 3. Transl+Ion in + and ou+ oC Sldcwa /rt cu +s Shall be 4 tcc+ • Spokane County' Standard Road Name Sign Al! sins sha // be /orated as SpeCtried Ln the manual ot� Uniform Traf{i: Control Dares. Typical Driveway Sec-I-ion No 5ca /c St/ et signs shall Le costa / /co' offer or he c rrG. Transi +■ 4 0 n /O Norma/ Swale S lope p rivewa 155 Co Curb Co+ (Sec Ne +c /) the r'/sta / /at'cn Trans 1+ e . o 2. ZI t E 4 Id r Add i ion (Bas s e_ n t and portion o ` ) will lie w i dr a -f lure Midl\oma. Sv.bd■`I`s NOTES : St o r wale flowin3 off M tome 6f" tha lnase. areas o `^ gasln innlet let will be Constructed at end of Curb return On Future C" Street. See Typico.t Roadway Section an Sheet 2 of 3 st ruc-ted to back of easeme ll pr- 'lYeways and berms a.5 Part of roadway removed COO replaced (shown on sheet t o•c No/we tliAtion u4‘\\ be. con construction• Dr and S iYewa 5 not u sed sha e s 1n lets ' with sidewalk, curb, 3 )_ TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY NO SCALE GC RENT CONC MC' C (a1mVEwa:a 5.8 10° 1st R/ `N 13.0 Easement 2.4 Swale Bottom 85 OlOrtMAL VPIAle SLOP t .--SJalc Bello.-" 1:1 Slapc r1w. 3:1 51opc POa P. F,. 0 ,.. lop or 101+0vw.e) Le 15o13e... of Swalc TYPICAL SECTION : DRAINAGE SWALE ; 38TH AVE. r LEFT NO SCALE 5.8 Raw O. r o f (L\ne. Swale wltti Brass sod) 1:t 5top / 3:l SIOPe., 010K. From top 04 Driveway to botto.n of swede vas Cdeep,curb cut 1.0 6.0 2.00 h -Nes Camel' and 5 pn & rd 3E 3E 3r 3R 'f 38 38'. 3 al 1 :35' \M I L Ph,T)1"Tt0l\I Chi- CU L.- P. A\-r 2. 28,cloo Scl,784 IIS 6 1- -c-ca - z Sku O. L• 12 ' E taPorr, f 16. DOD 't / 10Cro -I 1 0 S DOD EL 1:3V-W Eft __ _. I _rt 2- ( C3 •c- I, ( 61.4 - it _Osia% ACfzLE 7- .C.-• 0 C V 0 cr.-I - -0 4-3-6-- _0.9_51. c ig.z6 lb.c13 C:.? 0 .96% t)-(Eo`h 13-1 0.00 Q)° - t 4 - 5:739 2_26.11 o.owo e D • P Sick F pi; / LZ N10. 12SOD 5/3 /9a (K-WM) k ""v"--ovvve- — 1 1 " ADI)i 5 sEc AgEp.. or SWALE Or (4. 29 ±7 5) t ) frtottot _ _ . 1 5 c-?Qckvize.-0 1 , No, it 5oo (14. fZep oF _ I 0 ir — kRD ---C- 170 19° ITI - IEW - S WAL a tliikY 3E . c oNsipsgsp F LAT "0 lo L.01" ‘ ' 1-43 4 07 _ @ 0.95 — fp 74 _•P'17Z - o 3/4 5% c 4.43 1_01 t. t (8.9 f e 0 9 co --re 94 9+,74 F1. e 0.sovo := 91-•24 45" P\ k-° t 9 Ft 0. ib Dwo 9_5 f< Ufl fl- (5± 0 s o 6, sn 5 - i _ kl --.100 13.3/4- 43.56 - I* 37.3'1 / EX ° 15 49 1 -4 5 111 Al et 7/4,5 ON _r 7.24. ti THE m iOn-on'T ( (too. 0. - 615 ,.."1.4%. . _, ..). i _._- ; a .c6 _ _ i ± . '2_ -z - - cxvs. "& Dicl as-Lt.-I I 1 5 1. 0 1 2 -kGe AV Alt../VaLE- t ns i ____ . _ I . Z- I --- - - -0 ET, - mc (-18 FT: r: )3472 - r.. 3 1 148t I . 1 Se er > 4 Sil- c P 5 /,-.-.-- 1.64 cFS I ou. i t.I � DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .73 ACRES SUBAREA 2 = 1"99 ACRES TOTAL AREA = 2.72 ACRES OVERLAND FLOW VALUES CL = .15 L .= 285 N = .4 � = .01 CHANNEL FLOW VALUES L = 484 Z1 = 8.6 72 = 7.3 N = .05 G = 0 S = .008 TD = .377 COMPUTED VALUES OUR = 15.81/ 5 8 I10 = 1 810 = /l 4 QA = 1164 / RATIONAL FORMULA HYDROLOGY DESIGNER = K.W.M. BASIN " SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = "15 COMPOSITE RUNOFF COEFFICIENT = .351286764706 RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "E" PAVT.. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .25 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 • = .01 CHANNEL FLOW VALUES L = 484 Z1 .172 Z2 = 16 .016 • = 0 • = .008 TD = .1597 COMPUTED VALUES DUR = 5.32 107 010 = 72 OA = 70 of'ENING Af Low ta,-t 64.54 1-0 N./a 1/2 z H z 6" z o.s 0. 591 is? o.10 crs. Q 3. 0$1 ( Ft) Lj tet - 3. D'B1 (1/4-kt He-kGk-t cF cus Dsi of FLov4 fLow tJT 0.1 0 2.2 - 3.4 z k-t o. 15 0.5 5 Fi. foa 0 SAY : fi-v ■R‘ 6 in. Dei2 rt Vj X. 9 t 9439 I 4 4- 0 i R s * 59. 3 O BASIN ` �' A ` • k Y 4• • ', BASIN Curb Opening 2 wide, G "deep e Midpoint 2 Existing Barrel Double Drywell Z•: . _..: 6 \\ l4° 2 Double B D - ywells,Type B Metal 'frame #G 3 Spokane Count Standard 8 Sta. 1ZtZo,Z5' L eft, 4o'' Ave. Top Grote,Ele1. Zo1i42 Sta.. 13+ 50 , 25 Left, 40 "' Ave. Top Grate, Slew. tolo4z '. ;; -' _ —_ • _ 7 :- 9 0.61- -- •:;_ 4 `PC.13•09.39.. Drainage. easement _r 201 Curb Opening 3' wide, G deep E.R. 1 3+63.56 tot T / 4 3 —2 ll • Ex isting Curb Cu* 5' wide, G' deep Sta. 1+3o +o 1 +35 Existing CurkrCtt 5' wide , 5c S+a. to 1 +z5 / — Existing Doub� Barrel Drys Ilj / 1 10 / 7 . • O / • !l3,SIN L I I G7- r63 G'F t ° T0Tn 84 °`� + 402'9 - D r ▪ o t D t O — 0 4o/ f h \mFegv -_ 6140 t 2530 - t. 3417- t o = 12 b / Z FZ Ra = 7- y , ,�2$ ACg-E 6ss z 9 -F 1539 t 1432 1' "35°i z o 14 1 /F'f. 0/2-0 ACgg6 20 5 .1g6QU ■RED = 80 Fi ; k Z t° _ 331 FT- \4-t ';. to -t 00 , 16.91 19 10450 FFVT 411 -r \53° t 2412 + 0 DK■vES 2000-t 1000 -I' loon + 0 a, 2.00 9445.9'i m 1.01' tin IDIL0y - ADDITION S70RMvJATE)~ LKAINAGE GALGULATIONS 9`844 x.35 Nu.lzE 5/579z (V-v4 61) o j g2 FT 0. let AcF-E- VY\ L_OVYle PC)P ITIGN SI 1)1 cgo55 - sEcTioN&t.... fklze-P. of SV,It.1--E5 • . ( 0.5)(4.29) (1)(0. )(3,6 (MB- Fl." chi 6gAVE Palt> LENGTH of • 1F 4 t DO f T • A N D . . . 4 . . . - 1.0 SWALE /n A Y F com: FLAT - A PcIVE.S • • — - • • ' \C2 7•r1-@. O. 5 O - )as Ft g- 0 — . 4 = •6 'I . arri- _ C ?LS Fl c.' 0, V$,C) — 44....w.) See ,.......- a.... briar g ilr■ c--* % - 1/ e' • lief tf• . 9 ".• 804 t.f.t.-_. er!• 01 . ____ _ _....tt.)_ C.< _ . 155 1tr. ea 0. So/0 sy c 1 - . • /- - 171 . . . ' N.APAAAAraa - ax.L. Nap e .9"19 • 0 R 41 3 1 ---% + (o1 +I D + 0 . .. . . 1) \ — - Pt FE " A" DV We - t 2 BO *V 57rott-ke., (I.o cf oti.r) si DgA4 FV/it.L.- AS 1.-S ... .. Ll.'rl'" - - tar I 9 ? Fr- z-- ;::- 81 r - C. -- 413 3 % 2-SC) NO. it cxo 5/7/r/L • LA. c~.".",,,,AS A rua-- A PtertLei simAg^^1 ) t gc_quigt:t _ _ 9 ( C DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .20 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 == ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = . 40 ACRES COMPOSITE RUNOFF COEFFICIENT = .5875 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .0:3 .011 CHANNEL FLOW VALUES L == 448 Zi = 8.6 Z2 = 7.7 N = .0: 1 S = .0.1.1 TD = .2807 COMPUTED VALUES DUR = 5.35 110 = 3.10 010 = PA RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "C1'=C71C "1" (a° DATE = yen PROJECT NAME =,mcmr 7TH ADDITION DESCRIPTION =7mm «q DRAINAGE mAml+:ALgi2me t t Intensity qev. Vin Vout Storage (min.) (sec.) asam,xs«c, (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.10 .90 360 90 70 5.4 * 321 0.10 .07 376 96 280 10.0 600 2.24 .r Ge mo 260 15.0 900 1.77 .50 504 270 234 20.0 1200 1.45 .41 52 360 gs 25.0 1500 1 . 2 1 .34 549 450 99 30.0 mm uG .i 560 540 20 35.0 2100 .91 .26 567 630 -63 40.0 2400 .02 400 720 -140 45.0 2700 .74 .21 406 810 = 50.0 3000 .69 .19 596 900 -304 55.0 3300 .64 .18 105 990 40.0 3600 .61 .17 qe 1080 -442 65.0 .60 .17 673 1170 -497 70.0 4200 .58 .16 '705 I260 -555 75.0 4500 .56 .16 721 1350 -629 +.0 4800 .15 734 1440 -706 05.0 'gm .15 757 940 -773 70.0 5400 .50 .10 777 1620 -943 95.0 5700 .49 .14 ms 1710 -907 100.0 6000 .48 .14 827 1800 THE MAXIMUM STORAGE m 279.66507863 CU. FT. ! The time of concentration is 5.553413 minutes. The Undeveloped f l o w out is .s c. « s !q YEAR +, GL • DESIGNER =rw,muw, eamsdmac -G RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "G" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .19 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .19 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 • = .01 .CHANNEL FLOW VALUES • 449 Z1 = .172 Z2 = :36 N .016 • = 0 • = .011 TD = .1360 COMPUTED VALUES DUR = 5.00 110 = 1.18 010 .54/ OA = .51 Cu? of ON 00 N1iNuoLAS GRADE a= 0 fgowl F16. 16 c0 0, = c, Le, Q 0.5 - 003 0,o3S 1 u g e EL' el- Ssit) NI AT ItILET DEPTH of FLOW (1t4 feet) 15 FT. F.E-Quw e- - to (N 100 FLovi 71 j DSIvaWAYS 014 1.-oTS 16 n 1 13 Am.) e S1cLE.e. s roF • • aXCS.S5 fLov,/ 11 To o??N SeiNCE- o ?o?os mDlLoa STH. p taa A.A ' 1 : 1 ' 1 1 1 1 i ' 1 1 1:1 1 1 I• I I ` I I I I I II I 1 III INNaaltiN i I { ! I I I i '' I 11 I I I 1 -- - -1-I -L-4. I 1T'1 T -1 a/ A i. n=i=l= Onlinra NI- 4 10 4 - InrsdIIIII 1 �IJ I ) .1 T Kr, _L 4_..i. i ., - -1- I l- - + - - - � 1 I � t I t ! ' 4 ' . 1 71 , -,_ I '-'- I- H.,.,- 1 -- ` 1 ` - _-J-i -4- . . 1 1 _ 1 1 1 1 1 1 1 I 1 . . , i. I I r 1 I{ l 1 j �• 4 r I .L._ I I �1 l 1 1 � 1 L 1 1 11�1 I I I .. ! 1 I _ 1 I 1 �- ' I I I I Y1 \� 1 1 I I 1 1 1 1 1 1 °I 1 1F�' 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 _ I I . 0 1 1 11 1 1 I o v / .� 5 V . �. Awns ° I 1 1 I ' i 1 i l 1 , I` I� ♦ I 1 1 i I i I 1 I 1 I 1 I I I I ti 1 1 1 1 1 %DlitallOW - - i l l 1 � � 1 I l I I ./f' I' 1 �- � � 1 1 ♦�I� 1 1I,� .t 1 1 � 11 „ LL III_ 1 I • .. 1I 1 I t r -- . 1 i -- I- -� t 1 1 III 1 1 ill 1 I III 11 1 1 I 1 1 - i - ', y 1 // li i t I ■ I IiI I 1 I I I i 1 1 1 1 1.,.11 I 1 1 1 1 111! I 11 � 1,! IN I• I•IMUesr■ nn•• II 1 III INNaaltiN 1111,A Ji0I 1 IIII a/ A i. n=i=l= Onlinra NI- - 4 0 CASEIN En t 1 t1 hSJI 6,0 r IT I � r r 1 N 11 - -li:n o � ■■ 11 11 11 I I , - InrsdIIIII - r _ 11 11 9. O „0, Kr, __ I - r 11 l- - + - - - � I I -I a a 1 5 1 a a 1 DEPTH OF FLOW - y - FEET .01 .02 .06 .04 .06 .06 .06 .10 .2 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L 0 .05 .06 .0e .10 6 -39 3 • ..6 5 .6 e . 7.6.91 . 0 • .2 L / La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 1.0 .6 6 .2 , 10 08 .06 .06 .04 .03 .02 .01 1.0 .8 .6 .6 .2 .10 00 0 L 0 .A 3 3 Court 39 Pe B /iv a. 1 4,4 -c-tol w 1ot99.39 - Existing B arrel 2- Double Barret D yw S 'rata , Type 3 Standard eft, 4oT" Ave. 8 s .�,i io.00 F . 7 , D rai ni,9 e. Easement .r t 91 94.39 s: • n t 50 T B A S I N N. \5 ■ Doubly Drywell Metal Frame+. Spokane Count Sta. lzt2o z5' Top Grate Ele . Zotl€1 Sta. 13+ 50 , 25 Left, 4 1 - 0 Th Ave. Top Grate, Elev. Zola at 4 I. F t 1 H r 13 5 • 3 -- 2 1 11• Existing Curb Cut 5' wide , G'dee Sta. t +3o +o l - , Existing Cv t 5' wide'eep 5 +a. to 1 +z5 ---- Existi n 9 D"a Barrel Drc 1 I O /' ,cr.,--- — �- ( - ; ..".����`/ / \- «P ��` .......--/-- o' / / / 9L . i BA. 5 1 N t A P T oiaL = 61,221 + 15,4.Lz+ k2,962. + 46,1 = \43,041 F 0 19100 3269 \ 1 t 0 ' A = ' + 1440 t \ 440 -t la 9- = I Fz•` PAVT. 1`1,z_ o.4+ f;cr.E A t oofs 5000 -t' 2 k 2 . 00 0 t F - I 15 U / O O ai = I6 FT. A Pgtg es A tmP'r K� 3 - t vo - 1146.6 1M101LOv NTH ADDITION 5'f0>,zw■WA - TES DRAIN CAI CUL ATION� u zog STogkG6 REQ.uIfzg-D \53.3$ca t•8 CI° G� t49.�o - 3 -t v o 34q.10 @ 0.60 °1 ° 3t.lz C 0.6`1 °l° 101.61 C. l.oq- ° h tt 300 k 1000 -t 1000 t 3ODD • ( 6 . 0 0 0 r7. 11,c6o IJ r 61- t Sz i r.QL pti — y3 o3b 1O ()3611 \1, z. -t 52Zt2.9 = 45`1.8 - ti 6•'s5 cd 0.15o 1, 125.5Co C 1.Is` o 0-18: No. 12500 S/ / /9z (1 `TJ - -7._::$0- 4440 t 444o t \10,390 = y- , -6 - 9 FT- ti.s1 hectE \"-,202 F'f L z.35' Ac.f t Tin .� ^� ti '�'�+ l.�lk // ,+e-r-- /q,130 1 ..i-1 tot 14. FTZ z = ioj. F \ 2 1N IF - f. 7 X0 4 MIDI Trial ADDCfION "20$ DRAINAGE. CAL-cm L ST►DNS l3 EASEw1N ...... c - Mt" of DfkoieWN'( INORpq^ WALL L� e '`` f1 SWh�E BOTTOM /vr $- It Iwo. — ■pi I O /- 4 1 -f .. , F'I $L v f- I: o'I . all 7°- CRQSS- SECTIDNAI, F.&€P DV' SWALE : CONC. Curd 6 1 D5 4-) + 4FCI 314\'L 1.9� r �i YYIIDII�owlf - 1TH r\ Gpi - fIo(•1 cfltMvJATEf, DF=AINAGE C• LLFTIOta BASIN I N l 1 A CR055- SECTioNAL AREA $WALE (y._)(o. : * ( 3% 4 )(o , $ ) (3 G-+) I.0"1 0.9 I GLACE AND LENGTH OF =WALE IF (00 FT. ANG IiO THEN SWALE WiAY E 4 c'( 9 AVE. " �. 7 1 , °T - - Q� 0 T _ Leo t b r Url ION C (. (-t � I "0O L-ot 6 "as1.01 � T OF'AG E jGEQu LRG 4 H 1) 2.o8 5T 2) �1 O A P V P v4a S w. I then be y / � \ 0 S1/4410' Ric^^ ° rite• Fa g L. irIC4 d -ftse L e /Q lS l t I s A e+ / (2.O cFs out' N ST ti ogAG /IavA1�ABLE �/4 FT. % 1.90 FT ` r/6 FT Fo FT - 7 8 FT. 110 t":1 'Go VIA} Ft eta w a be cd.444 *here rn.tj b r tt.rr e..4 A � � 4 ,�a 13 r' --j- lu - f-kAv. 1 r /one r�trt / f A0 / ofr. Un/ I,. t 6 ° D. GO i o (1. O.8 O. `oo a.00 •• 0.80 PAGE = 13'"1 O i•.'r' A 3 A 4 2 TYPE 10" DS�YWELL S -t- l - TYPE 3 L re -7,30 FT. > 617 1.`f / F�• co, ci @c E!% FLrT 1� y DV' c-t }- l i F �1 — D o yd " o C FT " HI DKY W EL1, cfc A S NO. Iz 'Soo (K v1iti1 ) yr. a av�. 0 T ) n) 4 fl be '4 al& a ..s(), a JJ Stpernt6 F oo. P /'el9S4 401Yty) 1, S 1 aS > 2• 14 CF, J�uwn/ i1+ SkiaW Ow 111 a p)M%4J /, .t PI Ate Art +6 /o G.yy A.1t DATE = 5/7/92 . RATIONAL FORMULA HYDROLOGY ' 'DESIGNER = K W MCMULKIN PROJECT NAME = MIDILOME 7TH ADDITION.. 'DESCRIPTION =,STCJRMWATER DRAINAGE' . aq it _ SUBAREA' 1 == .96. •ACRES SUBAREA `1 RUNOFF. COEFFICIENT = SUBAREA 2 = 7.35 ACRES SUBAREA - 2 RUNOFF,COEFFICIENT = �, ��n,.n�1n> BASIN _ TOTAL AREA = .31 ACRES COMPOSITE - RUNOFF COEFFICIENT = .36752265861 OVERLAND FLOW VALUES .0 ` == .15 L = 600 N = .4 . .012 CHANNEL FLOW VALUES L. = 0 TD = 0 COMPUTED VALUES OUR -= 15.7.5 I10 = 1.76 M10 = %_`'_.14 QA =0.00 .9 .15 RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "A" PA'VT: PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STOFtMWATER DRAINAGE SUBAREA 1 = .44 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .44 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = . 1 5 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = 708 Z I = .172 Z2 = 36 N = .016 L = 0 S = .01 TD = .1838 COMPUTED VALUES BUR = 6.34 110 = 2.07 / 010 = 1.141 OA = 1.11 C.'fl OPENING AT t-oW POINT 1 E.R• 4-459.86 (ANI01! C h G 0.5 FI = 0.1838 Q = 1.11 C HetGH of CURD' pEPTH OF WA"tEC; FLOW (cgTE H = OJ.S3b h 0.5 - 0, .7 1 q , 3.0`8 (1- - )(1 -1/4) 1f N E 1 In 62 1.14 1.- = - x ` }.G`i FT. PAR U DPgEC� oN 3.081 (k 3, 0 81 (0.18 :8) n SAY './ T. Wt1:E 6 IN. DEEN - c77 U L? L X L U/ X rt Y / • l91 to 7 x Dro:%na.3e Dra%n.a3e Easement -1 3t5.co 1 1 ,^ ) v v 0 +V 2/ N N u. . qi a) (.7 54 r ..43 d r►7 4 - 3 i - k' o CI a v� v) (1 7 tn 4 ase h+e� -� 5 �P.c.4 k 5 $.s 2 N Is/ io /i 1 / S m � v -43 .17 0 � 3 J / / () µ J a! ., / x/ \ ti/ 0 co' 11 ao ti / _ =c / 10 84 I0 _z 1 1 1 /) BASIN CV I D2 Stzo.46 - 3t50 A (oTAL ` C35,000 + g0 ll<p z ll03 llfo / FT Ph ‘ ?fort. t3 5 4- 3 -431 = 16> -3 /Ft A icooF� L I? -1' I1, 000 = 23,O0 A DRk \ja: . ...6.0_0_Q_ T -4 -000 — - 1.0 0 FT. A Irnp - 3 t,5o`f t 18,431 = 41,9 T. A GRASS o.q6 N 1•50Thl 3+5 0 t3c1.i9 3t1).zze t.3I '° 481.18 e 1.3 V■1D1LOYVIE - 1TH F+D71TION STOgy w - r .¢ GRAI'NAGE CALCIALAT IONS 56, 4`60 1- lot, X 85 = I l $,A 1 FT -Z - 11 2x`3 " STORAGE S QutgaD = ICO FT ;{C %Z IN 7y FT. 12 U+. / FT. 5t 16.R l -3too t6.91 6 o.8o% ?too It *Co .6 1 5 3 .3 8 ei t. :3 e 403.55 1.24 ` !/ No. lzBoo 5/8/9z. (KW'm) 0: re-cc-e. / 1 2..1 Ac LOT N GKoS�- SEC AREA OF SWALE !GRADE /■NP LENGTH of SWALE \F `— 100 FT• AND L 1•D THEN WALE mA`( cE CoNSiD p — Doi" 2 - - vgrvE T Lot 3 401 PAVE. = 103 FT.cE o,soo - 1G = 81 rT .4- f 40 A \,ti. U s"1"O>;AC g .s.D% CZ1(0. - 4-(z)(o.S)(3.(04) - .I r ` T. t 0.91 I 110 FT- G° o 50 ° /0 - lCo = 9 3 S T. (-4-) j(. _ (1 5 Ft L 0.66 = 95/ C o 4c. or r ;o / o•-•- /•. 4 p tN O N 44k to it C) "208 STORAGE z- 143 t SG - 7 e(o FT_ (.._ 2) 3 - 'TIPS 'le DgNIE-LLS 5 �(OKA4� PVA\L.AEL -t W\ PtL -OME 1 PppvtioN s -s DRAINAGE CAUCULA'TtoN1S (3.o CFS ov.'c) Lti 81 FT .cis FT. 4 pCO -44-9- Ft :K 3.55 FT - 411.- c 70 843 T3 > 106 CFS 04.7 j - , c1p'cFS IN lb' VI- \1Z FT•' S 3 FT S o( 1.10. 12soD shictz ( il F-1-AT / • / DATE = 5/9/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.15 ACRES SUBAREA 2 = 2.71 ACRES TOTAL AREA = 3,86 ACRES OVERLAND FLOW VALUES Ct = ^15 L = 439 N = .4 S = .013 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 17.11 Il0 = 2.0� 010 =//2.9) QA 0.00 / RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN uD\+�" ^ "B1117:2" SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .373445595855 RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "B' PAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .39 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL. AREA = .39 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 9 = .01 CHANNEL FLOW VALUES L = 480 Z1 = .172 22 = 36 N = .016 13 = = .014 TD = .1714 COMPUTED VALUES D(JR = 5.00 110 = 3.1!1( 010 1.17 OA t/ C\-A- oreffiNe V = 6 z 0. ti = t.t2.. c..Fs L- 3.08 (C)( Q 3. (H) COMPOSITE RUNOFF COEFFICIENT = .9 / Low POINT 04- - f;r1. - 75 HEIGHT of cugEs bev e ft- FLOW F: KT E. 1-1 1r 1.12 _?.. UNION ST. O.= FT. - Ft 0 t d Rg. 1 ot4 < wiDE 6 IN • DE.E.? L } f I 4 • N \ \ \ \ \ \ m/ (N/ • 13 / Dro.% e. as e ct) PC.4tS8. \\ Dr a\+nase. e nt Easeme�k 5 tov0 n ;l — OI v v m 0 0 C9 � cr 3 7 cfr- cr 7 , V rF i o N v F 6 Cr j QL) � � C 6 v Qt BAS r'J MpILOME_ l P.1)t>11 .S. af-c• 1)Kal hip\ GE. C.f. L_ Kr( °NI s _ __ _50 0135 - L. 162 32 0P -k 5 I ' — — — , - z 12- " 0 - 619 Q--T: z I / - \ k goof _ - D_O.0 . = 0 0 041 Plzrve-s- - __A. = z 5 2523 41_5 1 0 tit._"/ ci 'El -1/4- BODO 7 - - -• 4-.6 9.00 F fz•v. v LOS t‘cgE. - • — - / l ..1 .4. Z4 --k- 41461- L DA z 1.1 tpg gEQUtg E-L) t 11 FT• tr4,7 - et50 4 ci• 27. e OE o'° 40D at 0.80 --•-_----.-- ------ • -• ■ •_ ----•__ •-- --_-_-•---•-__••-■-- --' ,_____••_ _ 33 2.0. era, - 3-t S \ O. 9 e 1.5o 3 +So -r 0 .39 s_________ 0.z-2. e I. 1 S G I-.34@. • - • • ■ --•-- - • - - • -•-- .. • - t1 NO. 12..5.00 (K.vi (.) , - 74 r--r? • • ■ ... • - 5P. S I N -C--- t C CKoSS SECTiorvAl. AKEA DF =WAL6 j � °..5 = . L.. FT. .. c - pC hNtO LENG71-1 OF SWALE - - IF - f_ - 10o 1•0 rn p'1Lome -QTR ION —cov_rnwATER- PRAIrNAGE CAl- cut..ATI0N I. D7 - - S1 OF -AGE KEaL.Ik er1?.'• u _ u 0.91 7 0' c_ 5 5' c_ o.`rD ° !c - _—__J LD e l g 3 )°C Litgi r * [MB FT �S6 F - - >- vas 4- c/o i- S3Z = 7 7 F't 2) 3 — TYPE "B L'RYwLL -S (3.0 C S ok-c) 4t� < 7 1 .41 15 FTS : 14 swAl -E YwAY s 3.0 CF: i 2,44- cFs 2 NO. 12E00 5 1 7 /9 7 _ CKWV� j c..Orksn EFED pLAT o• So rr, oi4t A—∎9 IVO 8I° Lo i4 v`^ s CI kr/ „.14•. - ISO • • TCoTAL AREA = 3.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 500 .N = .4 .01 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES OUR= 14.35 110 = 1.02/ 010 / - RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN PROJECT ;..'43iE = MIDILONEJTH ADDITION BASIN '61C2 C. DESCRIPT101/'= STGRMNPITER DRAINAGE 9URARtA 1 = 1.00 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9- - FAMARErt 2 = 2..16 ACRES SUBAREA 2 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = .379913559322 RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = F:: W MCI1ULKIN BASIN "C" FAVT. PROJECT NAME = MIDILOMEE '7TH ADDITION DESCRIPTION .= STORMWATER DRAINAGE SUBAREA 1 = .41 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .41 ACRES COMPOSITE RUNOFF COEFFICIENT -_ .9 OVERLAND FLOW VALUES Ct = .15 L =.. 0 IV ::_ .016 9 = .01 CHANNEL FLOW VALUES L = 564 Z1 = .172 Z2 = 36 N = .016 9 = .013 TD = .17706 COMPUTED VALUES DUR -= 5.09 0t 110 = 3.18 010 QA 1117 CNF-S OPENING AT LOW POINT h = (o = 0.S' HEIGHT of GUKS H = o. Ill r De?TH of nice Q z 1,n CFS FLO R hT6 G = 3. 0S (1-) (tA 3.08 (H) 3 'z SP> STA. 6+ So tDTF4 H D.t1l h _ 0.5 5•p91 FT. fol o D .?Res ;lor4 /F T. \i CD c' (IJ 0 \ ?;r` 5 i'•al 10 — • Cur 73 w s carrel Dryweils,TyPe 8 rn e. $ Grate,T 3 our.t Standard 25' Left, 40T 5' Left , 4• El ev. Top of Grate , Ele.v 20 Sta. 5t15,2 Left, 40 Ave Sto.. 0+50, 25' Left, Unio 44 of Grate, E1ev. 20 s {4 Curb Opening 3`wide , 6 deep E.R 4 +6645 12 Barrel Dr4welt ,Type e S * G 50 O jy '3 3 Ave.. • 0 • 124 12 1 Sings Bar rel Drywell Meta Frame 4i Grate, Ty SPojc• ne Cov. - t3 Stand Sta. 0150 ZS Left To? oc Gr0.-i- e Elev. 20 Do ble. Barret D+"ywell, St. StoO Zs' Left ,40 TO o f Grote- , lev. Zo BASI Curb OPe•'tns 2' wide ,t deep C! 1=..R.- Q+ 38,40 g �E_se.rner pe A e 3 s.r d Covrt 12 39 Type 8 TM f," li 1 Cour f ,o 1 t05.00 T � t PT 919439 of 01 6 q�. 9 9 t R 3 BASIN 2 Z.- Double Barret O"yweti! Metal Frame'{ ate Spokane Coun Stag � 5t0.12 - 2o,2S' I ef t,1 Top Grate , Ele Zott 1 Sta.. 13+ 50 , 25' Left, / T Grate, Eler. 201q /I AG o ' ,�. / • Vt. Ex � st't ng Barrel 210.00 Do Dryvv 1. l4 • ---i ' 1 zt bet3o ?1- rry ft -( 12-2-)-(■ a:.05;-.°2? 99.1:9 (2.0)t r ? Ft 318D,% - z_ Dt z- 3 1- a tv("7 • - I I 3t - I - 3 coo z- 'I?, 52_ F t - I V 6.3= %4-c't3 \ V3.7 e 07,3A( d @ set -0-q139)-(15).t- -5139'in • 95 'F1. 0.06 ACRE. MID1t_owiE 7 AI>DITION DakIl\lf ('ID- 12_500 (IC vivirc) 2.67-F-T-3 \+ 3z.z + -3S 1+7.4 94.7.6 •ge. A-IN " GRvss sec AROA of SWALE iG .pE AND LENGTH DP SWALE = IF \oo Fz- 40T" CouRT cD (- t ( 2 )( 0 . 5 )( 3. 6 1 -) = t S T o v- it e Y111D� . 1 1-H ADDI STD(LWtWATE. DRAur1AGE GALC.c.k.ATIO•1S 1.0'I _ o -91 AND _ t•6 THEN SWALE MAY BE CONSIDERED FLAT \r° 4-k5 FT. t Lo 6 18.93 L °1 (D (+) 91- 2-C9 7° 1 . = a � Ig = -rB.z6 67 ,1 °) d , i 1,4.- 4);"1 eSt-c. a/ - eoUyg l) 208" STORAGE' •r- a) 1 — TYPE "A DKYWEL -L k (0.3 c e7. o4-r) ST0g.A,G AVmt -ABLE. 0.95 °I° — 1.6 FT. @ o.9 8 — FT. o.4Se° — ZGS i38 FT,.. 331 u / �- FT 7 265 > \8B`D T. SToRAG . /0. 1 >K 1.98 FTZ z. 140• 12500 5/7 (Kw a3 4.-6-t FT DATE = 5/0/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAII\IAGE SUBAREA 1 = ACRES SUBAREA 2 = .13 ACRES TOTAL AREA = .35 ACRES COMPOSITE RUNOFF COEFFICIENT = .621428571429 OVERLAND FLOW VALUES Ct =- .1:- I_ = 0 N = .4 .009 CHANNEL FLOW 'VALUES L = 254 21 = 8.6 22 = 7.3 N = .01 9 = .(_CI9 TD = .267 COMPUTED VALUES DLJR = 5.0q I1 = 1.1 010 = GA = ( .67 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "D" SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION t The time of concentration is 5 911 nuteS. The Undeveloped flow out is ' /'.f.._. TEN YEAR STORM CAL.0 EUOWSTRING CALCULATIONS DESIGNER = K 14 MCMULKIN BASIN "D DESCRIPTIOIV = STORMWIATER DRAINAGE t t Intensity Ddev. Vin Vout Storage (rin.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 69 278 90 188 10.0 600 2.24 .49 342 180 162 15.0 900 1.77 .38 386 270 116 20.0 1200 1.45 . 411 360 51 75.0 1500 1.21 .26 422 450 -28 70.0 1800 1.04 430 540 --110 33.0 2100 .91 .20 436 630 --194 40.0 2400 .82 .18 446 720 -274 43.0 2700 .74 . 16 451 810 - -359 5o.0 3000 .68 .15 459 900 -441 35.0 3300 .64 .14 474 . 990 -516 60.0 7600 .61 .13 491 1080 --589 65.0 3900 .60 .13 518 1170 - 652 70.0 4200 .58 .13 543 1260 - -717 75.0 0 4500 .56 .12 556 1350 80.0 4800 .57 . 12 565 1440 -- 875 05.0 5100 .11 583 1530 -947 70.0. 5400 .50 .11 598 1620 -1022 95.0 5 .49 .11 618 1710 -1092 100.0 6000 .48 .10 637 1800 - -1163 THE MAXIMUM STORAGE TS 100.0433 CU. I=T. RATIONAL FORMULA HYDROLOGY • DATE = 6/29/92 DESIGNER = K W MCMULKIN DASIN "CO PAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .14. ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .14 ACRES COMPOSITE RUNOFF COEFFICIENT = 9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = 227 Z1 = .172 Z2 = 36 N = .016 8 = 0 = .009 TD = .1267 COMPUTED VALUES DUR = 5.00 II° = 3.18 010 = .40 OA = .40 C'.1. ofENNG fscr L'oW FoiNt E,g. ot3E 40' = C= 0.5 0,v2.67 Q z 0.40 cf-s k-tEk6H cugs De?104 of WATER FL-0 Fa "3.0S 3.08l f.. .....'4'2 O.V2..G7 0-5 O .0 151 ca 0, 4-0 = _ 2. 1 F ' FoR 0" IN Deer / • I gl Barrel Dr_ywell,T pe A a F roome 4 Grate , T e 3 k'ne Count Standard of 5o , 2S' Left, 4OTh Court e of Grate, Elev. Zo 42 I , I I eble Barrel pr9well, B 0 7 Stoo, zs Left,4oT p.ve � 6 I ' X30\ f � \ C of Grata , to ttoL Garb Open deep `a. @.'E.R. O +38,4Oih �qe ,i 12 Court E_semeh t -� High Point Sta. k0-1- SO 15 13 ,o 1 � PT 9494.39 16 i • 15- 1 gIDILOME 6TH ADDITI3N 1 • tCc-- BASIN i Cur b Opening 2 wide, G "deep e Midpoint 3 BASIN 2 17 / ' 18 E ri F " I 42 • Existing Double. Barrel Drywall 2- Double Barret Drwells,Type B Meta\ Frame'{ Grata ..Type 3 SpoKane Count3 Standard F Sta. 12t 2o, 25 I. eft, 40Th Ave. Top Grate Ekes Sta. 13 +SO,25 Left, 4o - cop Grate, Elev.. zolo G? 4 • '= -" — - 0 Pt Drainage. E.aseme'. 2,C Gurb Op 3' wide, ft E.R. t3 • • - Lo-1/415 tc1.12. 332.z% o.cso z.41.2.1 at - z-tc, °10 4 — 6 I .03 -4A3.91 e 0.Bseh 'Innvi)1 \-0 VvIf.. -. P.01)11 sTogyvw/F.,72 12. OgkINF-.6C. CALc.LALKTIoNE Eks 'LS e- Ll 0 et t's IS .. Q k.. Q ts. -- 2 opo ID"DD k 100 0 -4 k o 0 + 00 - NO. It SOD .1.4:7_7t-__z_sci 7_ ".20.93 ap z. 13 _FT• 12_ ivi/ V T a Do -+ t8 I .= 031 fTc. \- • IMP (:).48 -F Ggf\ss --;_-4•3•90.:1/4' i43. .i k LSCI6 + 1-517_ -.7 V ' E_AL5.4 G c).90° IotSo — t19Iz 3_J O.2 4 +6645 -2 + 2-05.42 t gg.c5 293.91 - Vb11DlLoma - I A N f\DDtTLON ST°gMvI TEK DRAINAGE CALCULATION S gASIN -may I_E1 1 C1055-SEc..T10NF L AREA OF SWALE ( Z)(o.$)(4.29) + (1)(o.$)(3.64) = F1. I0"1 - 0.91 ✓ GRADE AND LENGTH of =WALE IF . IDO ft 1 ' (,0 'THEN SWAL6 lMKf $E C.oriSID - R.D FLAT ----.. / GKryES 4D AV6, �o< Z = (1/7 FT. @ o,gp °7 o - lG = ,04 \,01 13 V Z = V 5 FT. @. 0, S o °i ° — 16 = 6 9 ,�o'C l4 .l ✓8'o FT. @ O. B.6-1- �� wa{r, — 16 =X04 .05 15 V} - . - f €S_ Ft. CC 0 . 8 2 opts '� -r oll - 16 C.1-- I.UNIoN CT. �ot `` � z F T. t o. B0 — tG = �6 \ .o'(a ,,,. a HIV fT. @. 0 -61 _ = 7 D LL4. cry Ai.•- A ^144"44;76 t45 i , ^- j-} I. '51 - 01tAG la-Q0112-SD \) " zog" STORAGE = 2.15 t (o + - I5+ 0 + 133 Z) 1 --(`(f '1 DRYw -LL t 519 r-r? 5-rog. 5. (0.2 c.Vt ou-r) STORAGE AVAILABLE'• i ts _ . // $fi 7 51 9 NO. l ._Soo ( .W .rZ fArAt 5 g 3, /, gig 3 I.9 Es fli = =1T. DATE =5/8/7Z PROJECT.NAME = MIDILOME 7TH ADDITION 1 DESCRIPTION = STORMWATER DRAINAGE x ` " 3 SUBAREA 1 = .48 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 I SUBAREA 2 = .31 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL ARE8 � "�9 ACRES TOTAL AREA = �9 ACRES ; � ] OVERLAND FLOW VALUES - Ct = .l3 = 0 N = .4 5 = .01 CHANNEL FLOW VALUES = } L � �3O 3O � 71 = 8.6 L Z1 � 8.6 Z2 = 7.3 N = .03 = 0 S = .008 TD = .3669 COMPUTED VALUES / DUR = J.O� 110 = 3.1 Dl0 = QA = RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN � BASIN [1/[21E3*[4�E3^ E ^ COMPOSITE RUNOFF COEFFICIENT = "b05 COMPOSITE RUNOFF COEFFICIENT = .605696202532 DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMNATER DRAINAGE BOWSTRING CALCULATIONS t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in./hr.) (c,f.s^) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 300 3,18 1.52 612 90 522 10.0 600 2.24 1.07 752 180 572 . 15,0 900 1,77 .85 849 270 579 . 20^0 1200 1,45 .69 903 360 543' � 25.0 1500 1.21 '58 928 ' ' ' 450 478 • 30.0 1800 1,04 .50 947 540 407 75,0 2100 .91 .44 959 630 329 1 1 1 4o^0 2400 ^82 .39 982 720 262 45.0 2700 .74 .35 992 810 182 50,0 3000 ^68 ••3 1009 . 900 109 55.0 3300 .64 .31 1042 990 52 60.0 7600 .61 .29 1081 1680 1 ' 65.0 3900 .60 .28 1139 • 1170 -31. 1 1 70.0 4200 .52 .28 1194 1260 -66 75.0 4500 .56 .27 1222 1350 -128 1 1 90.0 4800 ,53 .25 1243 1440 -197 85.0 • 5100 ^52 .25 1282 • 1530 -248 90.0 • 5400 .50 .24 13:16 ' 1620 -304 ' 95.0 5700 .49 .23 1760 1710 -750� � .100.0 6000 .48 "23 � '' 1402 1800 -398 � ^ . THE MAXIMUM STORAGE IS 378.63889 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is "3/c,f.s. TEN YEAR STORM CALC 'DESIGNER = K W MCMULKIN BASIN "El /[2/[]i ` �� , RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "E" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .3 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .3 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 • = .01 CHANNEL FLOW VALUES • 359 Zi = .172 Z2 = 36 .016 • = 0 .009 TD = .1683 COMPUTED VALUES DOR = 5.00' 1.10 = 3.18 010 OA = .86 C1/4A.E. OPENING KT LOW c , 6. 41 UNION 1A -a 6t o 0.t4 Gt 7.1 0,36 c.fs FICt6H1 cug 1.-0%/ FLOW gt•TE G • 3,0S1 (t_)(H) H 4 — H o.tepS5 0• 4 0 si (0 J4 ss) 4. 02. . - F6P- 0 p\ - - 3. 0 61 (4 6 HI DEEP BASIN 5 8 9 Skn 1e Barret D M eal Frame. $ Spokane. COUn sta. 5+2S , Top o G r at e rywet1,T G rat 2-Double. Barrel Drywe- Metal Frame ? Grate Spokane. County Stan Sto.• Gt4o, 25' R;31-rt, 40 Sta.. 4+45, Z5' Left, Urio Top of Grate, Elev. 2.009 Curb 7 --- V7— • `� \ . 4 50.41 P c 2 ▪ * • '3" 10 11 • t1 /l / / Curb Openinc3 \5 3 wide, lo' deep e E.R. 4 +GG.45 12 �3 vv; • E z- Double Metal f Spokane 4 S G t 3S, Sta.. G A • 9 To of Grate 1 2 N Curb Openina 4 wide, G d Low P- Sirtgl- Barrel Dr ,Type A Metal Frame Grate ,T 3 Spoko. County •Stando.rd Sta.. GA - 5, 25 Right, Uvl;on Ct. 13 Top of G ate , E.lev. zoos t3° UNPLATTED r G" deep 0+38 10 arrel Drywells,T +nC i Grc,-te,T 3 our�ty Sta-do.rd 25' Left, 40T" • • e.. 5' Left 4• Av e. E l e v. , 0'3 ep SA Gt 50 r St To 14 k ?• S ingle Barrel Orywell ,Tb pe A Metal Frame i Grate �y e 3 spot'. ne Count Stand rd a Sta.. of 50 , ZS` Left , 4o H Court Top o-f Grate , E l ev Zo 12 l Do tile. Barrel Drywell,Ct . Stoo , as Left, of GratA , E Z 110 Curb opentn9 2'wide,G dee O e E.R. 0+ 38,4.0 ` Eass e m e n fV17/ VENUE =� • � Si 1r High Pont Sta. 104 50 15 5 6 T1 T1ATAT4 MIA I] c 105.00 1/-- -- T t94.39 16 to 18 25 1 I annum Rn.nnn.n. I. . s....w.w s .r nuabnn ?••••••••••• 1•n•n. ...N.......v i IN n e0�r� ii 11 •I i .•n •••• ••• 0 35 wWSS4 W na Iin iii n.unsan. fl...n. s n►o..on. ii �uuu n•u•.uu.. ACP • 0.45' ACB � ./..WO • .. 1n uu �aunall•i •i ■-- -G.., __ _ un imams 0 35' ACP N...Ssa s in. WAWA' Wr ■.riii + 0.3 ACB - � - -- fl _ = ��aa�mmMS �i�.u nu. '- PI �. � •• n V - '- .... • II ■ •• .i. I 1 T. '� j;•I i i 11 1111 . II I n I- 1 • tI • I - 71•11... _ .. • . 0.25 ACP • 0 CS _ 0.35' ACP .- O = 35' ACB - - -- C.30* A,.P _ _ tj `ur _ r t _ - r - / r.: rr rrr O r •- � _ - 0.20' ACP _. - - . - .._._ -. a ± n ■en 1 r. O : �... , TC • • '- t. Iimfl.tY. m \ � �. � F I � /^ '.i. _� 0.15' ACP a ••non ••n0...�prW v.o.. .. ..� lima i o r i .. n tifl ► 'WI �. -• v u le-• n"'l t. u n•ur np�n t n••• . � � s'i r r " n :41111•p n�•n.� ...N a Vr.n..•u••...rnra.n 1 nii•aniiii . n a a } y s-- W I/I A ® m. w , .n. Si u �in.ii IS Y. M .O. ► .• ■ n � i ii n.u. i u i. . 9O • • • warrant/ Emmons 'ucce nagn ��a ' za i. ' �M..m r i a nMi i, ° dy, hair, in A�lamma ia.w mil s. lm r. \ �._.n_�°iam Minn N ' !!f!.•.aa:.anam u.n...... + rT i a. ulna f 11•••••••••11111111111111 •flan "a (1 ±T1 � `ee • �... . • 1 l����� �a...�np F -d A 1.7 1.6 w 1.5 • 1.4 = 1.3 r- w a 1.2 ° 1.1 w I.o a 0.9 0.8 i 0.7 0.6 0.5 a 0.4 0.3 0.2 0.1 0.0 0 10 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 1.9 1.8 STABILOMETER R VALUE 20 30 40 50 60 70 80 90 =B C 0 05 1.0 1.5 2.0 2.5 30 MODIFIED SURFACING DEPTH (FEET) EXAMPLE: Given on R value of 25 and a traffic Index of 6.0. cover thickness requirements can be determined as follows: An equivalent graveidepth of 1.65' (round to 1.71 at point A. A modified surfacing depth of 1.05 feet at point 8 for o pavement of 0.35 foot ACP • 0.35 foot ACB. A modified surfacing depth of 1.41 foot (round to 1.45) for pavement of 0.35 foot ACP. STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS Figure 520 -1a Design. Manual July 6, 1992 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer EDGAR BUESCHKE MIDILOME INC 400 SOUTH JEItERSON STE #333 SPOKANE, WA 99204 -3142 Dear Mr. BUESCHKE: SUBJECT: MIDILOME 7TH ADD PROJECT # 1' 1168 G Respectfully, C o u N A DIVISION OF THE PUBLIC WORKS DEPARTMENT P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $2,000.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRAINAGE AREAS LOCATED. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please he advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. 7- JO -9)-- Cord 4 y n cc_ owka; 4-1 • �. Gary S. (%son Planning Engineer Ale et 1/■ AU HO: NG SIGj TORE SATE cc: SI ' ;ON ENGINEERING k\gW- value.pri N. 811 Jefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 cc: • (DATE) � (I )43,14e l li J / I cr:ic 3. U o o ,Tr,fre ;e 33 3 s k�,.P �� . ggj0U 3/Q8- (DEVELOPER'S NAME & ADDRESS) Dear Mr. 1 ^ t.A. P '`; -Q SUBJECT' i PROJECT # ,� Additional information with respect to the above projects subsurface soil conditions . is required to complete the plans review process.. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement . section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed: the proposed development plan; made a . preliminary investigation of the on -site conditions; and has determined a minimum number of 3 percolation rate tests and Z . stabilometer "R" value tests are . required. It estimates the cost of such soil borings and tests to be approximately $ • excluding utility location. Additional Materials Laboratory remarks are as follows: b.,e, ti:✓,cta.e 4 /r .a s to : The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel.' Please note that the above is a preliminary estimate only; additional' tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign . below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE DATE Fngineer �r- value.tes n S O ✓N 0. A S , ti J�kesc • ..e) :.... SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis TO: MATERIALS LABORATORY Date: 6 — 1 7 FROM: l.T, Al ` / 5O1 Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. Section 3 3 Township oiS Project # Activity # ROAD NAME UQ r n, \ � XSECFORM.ON2 P /Poi G- erry, Other Tests Needed Listed Below: Range Lig R VALUES 79 75 (See attached section map) Drainage - Percolation greater than 72"Ihr. Yes / No Est. Act. 72• 4 Drilling Request Estimate Priority (1) Needs to be drilled. (2) Estimate of 'R' value and pert given. These estimates can be used as a basis for plan approval with note "actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R' value and pert given. Not necessary to drill. LOCATION Remarks* *Please note any unusual characteristics of soils and /or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? aI Assi Staint. : � ® � � � 2 . • aill 11 I II • ........... 4•••• A • 1 1 1. i,:, : ,• - ••• : :::1,•••••,.• :Lf -Tr r ..h t ti% 7 1 1,: itcih: • • :;. :...i. 1 . •:.- - ;41574i-a AEC:in <t:••'. lti -.• 4- 'Tx 51.4 4 17 .:; s t'.-.,Lt1/2g r ,— •,:i. -;:r.z 40 ?i 7 iki 0,:,:t,:z. it:. .. r ••••:••. 441, , • -- 'e t4 k5 ," , >z t .. 442 ;:r?ile?-t:(e t";" :..4 I 1 .-\:!.::E: c ; -?.\\.17f7.addri ,; :;----•,,::-.., ?...0 14:45rorr4 „V•ir.ifA , . .. : •:7 71 :rn Zei1/4:# s • A • .., AA,Accz ) 4 „ I .,,..1 imilligt /I/ filagitii ..., :,... ,c„ agi _ y „ _. 2 ,. 1 1 . . . :::;, CIO C11111311 j • 22 M1/21,14 riatimatatiiiennit 2. • :,:..„••.„,..........:•,:...., :: . . _,, :..,.....a.k.5.,.... . ani ., „„. • .. ii ... .-/S . 4 14..- :' • all : 1111:1 ecagir sang • iF , - -- •2 -. • • " • =I 0 • it a :-..--t 4.0.• Er WEE L. q:x , I - - - - .,,,, at 0 man 5 i . 111M3 NIIIIIINE11111111s _ .. is I' IS • . l • : 4 " " • ,1-11 .,:a 'OEM a -, ..,-.4 - - Jilly . 4 );:; i sea lie ...man !.: IllititnilligiEll in ..... • ::. .. egg sar ar-7.• • - . e .- • • :0 (,),, . • .. ... , - • • • • - agilliarl 11*.:ffiBillillEgi' 't.v.T.:,......... ,...„ ... .. : .. , i. 2 : . rim 4 7 Y AT - .1 :;:. a s 1 --d UV '' • 4: - A .. V:0- , 1 1,. y;,..',i'i - :1 ;. C liagPg. : qi•- .... 4- • 1-- law „-. • .. ., T .. 1 y • -: . ..c..f..3t , .. , ..:) • :•: • 1/4 s% .• • . N. H - y .A. . 37 161.116:// .. - 1, - . -;',- - .;, : ly• 1 `ZANY im ' -:- '1/ 3 T a t ' is t7. 1 .••: .:,44; • D I: as I- --I - :'.. .• ro ••-• 4.: :". ..t -;.:,.-,: p , M 0 .-G ilillE1iV,.V. [ -* • • , e •:.,y • ::•,e • et; ' . t_.i,-.-...:.::-..6":-.;::1;:i; graegfAMCCE •J c • 1 " -: ;`) . v, : -• ,• ; .r , j .a.- ;:v. " ta.,- .:1. 741 ..- .: .• :•-"" " ..- • 14.- 're:. - •:<,,05-;-:-.: - -. in% pi a ...4:111/E0 - ... v .._... . ...._ •■• // 0 _ .. • .. • .. Mk Er ."..., SCE ' -..../ ' • Se 44' 4 4 z Cour Barrel Drywell,T 1 Frame 4 Grate ne County Stand ot5o, ZS' Left , 4 . of Grate, Elev. 20 ble Barrel Drywall, T9pe B • Stop, 25 Left,43TH Ave. Ee. of Grate- ■ lv. 2. Ilo1 ` rT 9t9439 105.0o • lot 99.39 210.00 Gt3S, 'LS Lett 4u'^ •e. Sto.. GrGS, 25' Left, 4• Ave. Toe of Grate Elev. to 1 3 12 Curb Opening 4 G "dee @Low Pt.,5•a.GtS0 Ct. t3 • 'LATTED t1 13 G onstr across 8 Single Meta Spok Sta. Top Do St T High Pont Sta. \0 +50 15 kt 16 DRAINAGE MAP yt M _— Curb Opening 3' wide, a" deep e Midpoint 2 Construct sodde BASIN 17 across swale at axis - 6ng Barrel 2- Double Barrel D - ywells ,Type S Meta\ Frooms 'c Grate ,Type 3 Spokane County Standard Sta. 12t 2O, 25' left , 4OTH Ave. 8 Top Grate, 2o11 • Sta. 13+ 50, 25 1...e 40' "Ave. lop Grate, Elev. 2otor°? 4 ; 13 Dralnaye. MIDILOME 7TH ADDITION \ � \ ii ir„r41® 18 d earth berm Sta. 1 +15 Double Drywall 7 easement 2 010 Curb Opening 4', wide , G' deep @ E . R . 13 +63.56 • I 1 1 5in5le 8adrel Drywe.t J9 pKA— / Metwl F � ame# Grate ,T 3 / Spo Kai County Stan o,rd $ • Sta. t Ave./ Top Gf•ate, Elev. 2gio2 62 j / �/ / ` / / Construyt !sodded eo.k * ber j-, / across sw� 'Stw.1�0$_ r • S JOB NO PII LOCATION * mAP PS "sC DRILLING CONTRACTORSPo KAP3t fO SAMPLE HAMMEI DROP BORING 140 1 SUBSURFACE SHEET OF EXPLORATION LOG JOB TITLE MIDILONW 7 Mink) APPRov cm. + te n Q APPRnx cE k (ustn oa DATE 9- q -92, DRILLER T. cOu ITF TYPE INSPECTOR T) I NOTE: TIE LOG OF Sl88LRFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. /_ m 1- W a SAM lc 1 1 Om w H i W W a '1N311403 al(1.LS1OW COLOR MATERIAL DESCRIPTION 1 GROUNDWATER I - ' 1 I 1 1 N I 1 1 I 1 1 1 1 1 1 1 I 1_ 1 I I r_ TAN FALRLY WELL GRADED SHAG c- G SVEL 2 . - B- - 7 b TO $ Some- SILT. 3 I 1 1S BRN. 5 - _ -M - -- _- - - - - - - G - 1 - . S - T l - 1o 11' - 5e,W LT_ 5RM- SAIJO I4FIMe GRAVFL (SLt(-ITLY CS RRSER 12' - moIST 14 GREY THAta ReoVE, TR. SIC- E TR. CORRLf_, I'' - )5= . 16' - 17' 18 - 11 I - "Si END of FPRL €2O (No RE _ PfRCOL - r1OtJ — _ -. U0ABl.Z- TO FILL.. HOLE, DRRINi✓O EkSf1RE.. - 'IHIJK j Sro HOLE- IN SUS" u/JIcg '( rhI/JS. AtJO LAYS LWABLE - [O FILL HOLE-.ZH£.1 - POg& ASSumi: W_Rr_ou r1Oti1 RATz_ C esRTEz TNAta ix P&2 HoLtR. - THIS AREA HAD __ - FLR2.AOY C kJ ThcTEwrSlt)ELy We out - -' WO £XIS ioG Dar_wfS LtJ AREA II3OICRTED - - - The_ VART£:RLAL AT D YLJELL LOCAriO/J _ WAS ALL UE-e-Y StrntLAR. S JOB NO PII LOCATION * mAP PS "sC DRILLING CONTRACTORSPo KAP3t fO SAMPLE HAMMEI DROP BORING 140 1 SUBSURFACE SHEET OF EXPLORATION LOG JOB TITLE MIDILONW 7 Mink) APPRov cm. + te n Q APPRnx cE k (ustn oa DATE 9- q -92, DRILLER T. cOu ITF TYPE INSPECTOR T) I NOTE: TIE LOG OF Sl88LRFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. /_ Dt;OI Log Sample No. 4 — 7 A B C. D E Charge No. //I8-6 . COMPACT10t cc,H2O In sample 36 4-7 4c, 30 - � Pressure of BIows 2sn /iso zs sb zra /Jro Compactor Number DENSITY Wt. / 30 /30 /1 Specimen In Mold // C MOO / /00 q In Mold geclmeaN so 572 S ; 3 � 35¢3 g 35 Wt. Wt. Wt. Ht. Wet Dry MOISTURE Wt. t Mold M Specimen Specimen Density Ibs /its Density I4s/fta Wet Soil Dry Soil Moisture H2O -e Reading 1 _ Reading 2 at 500 # 'Di* fan RalaM t.397.R 240'. Z3' .9 /a :. S , 1 2 . 4 3 a ..5 2.5/ /40, 5 137.6 Ass: 7 /a 17,9 /a 7. 7 /a4,5 Co 92'7 41 Ed, a 46‘,..4 east 3 425 447.6 Wt. Wt. % EQUATION PRESSURE Dial 57,9 10.¢ 37 9.0 7,3 R.7 490o 0 34CV / 4 SAN ' 9.70 574 PSI SWELL PRESSURE Dial -e9 -v ?5/— PSI PERMEABILITY Drainage -ediu.t / ! = . Ateatere,fr An, "so /. // STABILOMETER "Ph" / 3 / ¢ / 1000,# 2000# Turns Displacement Value "R" Calculated Value °R" Adtusted / 2 3 z .7-S0 4, / 7 4 eel S 99 c°f A 7 9 40 Section 01 /1/9 - Lp Lab No. 4 4 R = 100 • t100 /(2.U1D)(1E0/Ph•1) +11 Where: Ph = Stablometer pressure @ 2000 Ibs. D = Turns Displacement Exudation Pressure P.S.I. 3 00 Corrected 'a" Value SO Swell Pressure P.S.I. -- Remarks: ,¢{} 547O Date 1/ 6 / DIaI Reading 1 1 Area (12.6883) From Chart (attached) P = Kd K = .030 psi d = Mal Reading 2 7 /to 80 79 • RVAIUE.TEY SPOKANE _COUNTY. _OFFICE OF000NTY ENGINEER' - CALCULATION SHEET. _. �4i ft..� 7 ' C i4 - 1 ) Pro //68 Description; // Ject Na► , Cole. by: k ' AI cif ' Date: 9 P i g / 9 2 - - Title: a d ' c � c Checked by: otes :(: fence 8 1 Dote: Sheet 1 T�1 1 g i 1 ' i • 1 of 0 a kill Log Sample No.. / — cR A . B C. D E Charge No. �— /16® COMPACTION cc,1120 in sample 43, a. colt 47, 9 2 Pressure of Blows - s0 /3s0 2s 3 s0 2So /3s0 Compactor Number DENSITY Wt. / 3 0 / 4 / 30 Specimen In Mold M O P So N) In Mold Mold Specimen Specimen Density Ibsllt3 Density IbsIft3 Wet soil Dry Soil Moisture Reading 1 _ Reading 2 at 500 # # 'D" ton Hataht / /DD / /60 /x/10 3012. 35S2 353404 Wt. Wt. Kt. Wet Dry MOISTURE Wt. ,240/3, 24/574 2;9_7/ / /3l7 r/ 371 1/1/ a - - / - , a t37, 7 /36./ faza, 3 (.25 /z9/,1 c5� *33.9 fat? SDI'. 3 95. / 977.0 Wt. Wt. 961120 EXUDATION PRESSURE DIaI 4 9,2 3. 8 11,7 9 , 7 ,le 7,1 5'T70 0 ,g-300 3000. Jt45 £ az " D a PSI SWELL PRESSURE Dial "T0 '69— —€9-"` PSI PERMEABIIRY Drainage '" jj, ' o' ' — 1 ' /g 1/ STABILOMETER "Ph" /4 _ a /d 100%# 2000 Turns Displacement Value "R" Calculated Value °R" Adluatad „2 3 2 t3 4, a 1. a¢ Q. "70 7 7 ag 7 C Section /0i d �d it s Lab No. 4 S r gate 07/902 R = 100.11001(2.6110(1001Ph•1) +11 Where: Ph = Stablometer pressure Q 2000 Ibs. D = Turns Displacement • Exudation Pressure P 3.1. 3 D 0 Corrected "R" Value 7 5 Swap Pressure P.8.1. Remarks: S.9N ^� ' / / ✓ / Pen jam, //t0°sed /ferE e,//9/ Al,e 7/ /t- ,L /e 4o /a- Dial Reading 1 1 Area (12.5663) From Chart (attached) P = ltd K = .030 pal d = DIaI Reading 2 RVALUE.TEY ums§ !•.:(trence so et3ICI.1 13 . • 0 1 ( 1 i . I tp VIM 1 g . et 1 a • -,..-..--1 ; • t.__ 1 ....__ . .... i ..__. : i 1 . , i i , . ' , , ... : • .-: ..j. I i 1 ! I !! . 1 , • ......_..... --- i : 1 ! 1 , , • • 1 , ; t •••••• - • 6 . ...... :...,.. . :-• • • • : - • ! i 1 • ' ! • . . . ... .• I ; • i . . _...., . 1 , 4 ---!--- ! -t a . • . . . .. . ....... I : k 1 r. • , 1 .... ... . . i , , 1 4 i -.-I..- , , ___.... i 4 • . i • I 1 ; : i 1 1 -1...• I ; --:-.; i , i _.!......._ ............................ ! , ■ . : 1 I . , , • , • , , • __L__ : 1 1 4-- . i _t_ i ! __ ; ---A--; •i ... I I . . , . . .... 1 ......H .! • ' • • . . • • i • I . 1 1 •1 1 , • , • ; • i 7 .. . : • i . , e . i .• - . i --i • -• , • . s , , ...; t i • . ; . ......y . . . . . I 1 1 ; I • 1 . • : 1 . . ...- • ...,_____ ....,_..... - . i _Li_ .1. i I ; .i. L .... -1.- , I — i 1 I .! , I I 1 t 1 i __ , . 4 1 •,, I 1 !- 1 1 - 1 .1 . -; 1 - hi-- 1 • : ii! . __,• . ., . -1-- . . ' ■ ,_ 1 ! 1 7 • 1 I -!,- - 1 i ..... .. ,.. • . . --1 ± ! c , t .____.- i • - -i .-“L.....a■ • 1" . : 1 • I...m..1 ..... -- . , . . • I • • . • i ; ; . . ; . • • ' : • . I . I I . . . ., ..A.m... . I . • . ., . - 7 .-- t - t . , 1 . 1 . 1 . . - ■... F . i_. • ; Is ! : I 1 1 • I ...a. -...-,.......t..”.........■ : • , . i 1 _.:. _ 'I L . i : - 4 I I F ....a. _ ■..a.....,..” I 1 4 I 1 1 • 'I •-• ...i.4,..._• - I .... I .....I 1 I 1 ■. I 4 1 I 1 i I . a 4 i i 1 d ... ; I. I i ..-. 1 h . 1 a i 1. i• 1 . 1 U 1 111 .. - _ SPOKANE _ - COUNTY * ' . . • . rett'are--- • • •- .-. t-, .4.w.0441.10. --:....:•o!'•t :. •••••• • **:. ;.::- : • _ ... . • OFFat_OF.;COUNTT ENGINEERI r . . - . . CALCULATION: SHEET. • . • ' - . . „ , .. • - - - - Descriptions e.f a • 744 . 7- Project i4o.11.77 - 6 " Cole. by: to Dote: - /S• ." Title. ./0-Eiaa_ar /4 9 Checked by: o Sheet Date' g BAstN "•n1 ti3 Ai N . 11 XI iN � (v"1,227 -l' 15 12 + 46 = 14" ; 84I F_ . q4�,0= __ 326 110, 109 NEW � I.�`Q� A Pa�i.= 0 =�9 k 1440 144ot fa- = .14;S S Fr. I P3d p • IV p09 -t' X.312_1 c tgi230 a � ARDDfs z 50 t 200o - t Zoo° t 1DD0 = .16,0 ft � z ■PA 1)1LOvv\G 1 ADDITION S - CogM T D C AL C Uk- PCCIONS NO. I25oo Sp? /9z ( - A DP-IVES - 3000 -- 1000 -t -loon + 300o goon c 5S- j Jpa j , I _ (r lo03c Fog 1 1,9(00 43 , b.99 A vmt,3t,v.` ..1.(01 - 3e t 4 Ao = 44o t ` t 1@,3`1Q 1 3 38O{ I fOOQ yj 380 AA ��SS = sz tz 1 S58 + 1\�0t_ t2 � 1 1 (bop Z. ? oz., ft Acg6 V . /g3 — `( ©380 = Ioi ybl ),3 Igo, 10 c1 ._ 1 / 2 IN. 2.65 S'(0 RAG 1:.g QCAI %K - _ RECEIVED MAY . 1 91992 3As1N YYl \DR- O'ME 1 TH ApDITION O(t VI AT ES DRAINAGE GALCLILATIO r n2. ¥.. A3 P_ P.'1 ____ "A" CROSS- sectioNAC_ AREA SWAL -e ( %)(0. - (1? 1,9 F't. 1 0 _ + - _ 0.9i &1`ADE AND LEN Ca of =wA IF 10D 1=T. AND 1, 0°)0 THEN Sy/ALE MAY 8E CONStDEtiED PLAT 40TH Ave. UNION CT. 4 30 _f @ = -60 P.T. e, 0 ,8006 FT. @ 0,8o Ito €.'i.. .p. er) _ 1_OO F :.(2.._0. ED .45E, ¥t , ( -) 1' p,izty .s @ 1(9 Fr. = 64- FT, 2 �TOFAGE t QuLRE -D 2) vJ NO. 12 Soo 5 / c$ /qZ (KWrei , tI M e u 415 &12. 3 Zo8 5Tog: 131+ 60 +6o H fT 2 TYPE "0" D}gYw6LL5 - 1- l - T t'ea "PC GR •(weD■.- (2.0 cps our (0.3 CPS Our 1 .O o cj LAE .OR SToRA�ti PVAWAELE s}lau A/ and sn6g7 � 3 0 3 1-5S r — 64 FT. 39+ I T. k t.9S rT - = 7S0 Ff 3 L F 'v t S WO Z DoMBLE DRYwELL ,so f (006 ANO 1 SINCL2 DRYwELL / 7 45 SHOWN 2 - 3 c_ F. > Z. CPS Du-f IN DATE= 5/7/92 PROIJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMW(TER DRAINAGE SUBAREA 1 .96 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2= 2.35 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 3.31 ACRES COMPOSITE RUNOFF COEFFICIENT = .2:675226,5861 L = 60( N = . 4 • 5 = )12 L. = 0 TD 0 OVERLAND FLOW VALLES CHANNEL FLOW VALUES DUR = 15.15/ COMPUTED VALUES 110 = 1.76 010 = ( OA = k0.00 RATIONAL FORMULA HYDROLOGY n DESIGNER = K W mCNULKIN BASIN "01 'A2::'.:'Al" #‘ RATIONAL FORMULA HYDROLOGY VO DATE = 5/7/92 DESIGNER = K W MCMULKIN BASIN >re PAVT, PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 ,19 ACRES SUBAREA 1 RUNOFF COEFFICIENT = TOTAL_ AREA = .19 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = . 01 CHANNEL FLOW VALUES L = 242 Z1 = .172 Z2 = N = .016 = 0 .01 TD = 1394 COMPUTED VALUES DUR = 5.00 110 = 3.18 010 = .54 j6t•ioe-e "ItTL-S Al Cui.cf.; OPENING AT L. °VI ?DINT = 6I= ce_R).-- 0.54 a = L -at Hf-kauT of Cuge. 'OgFTH of FLOW iCANS • izesT OF FLow WILL ENTER 11-igou6H PRIVEWAYs COM &ALL-3"-k- (Cffi S L.J 0\011 e.g. 41 UNION CT. o.A391- h 0.s SAY : ft. wipe. • see CAL c. 51 igsvistoN 30 C& 1 ( -k\) u e- 1 h Q o,S4 (:)Tz.,- papite.ssoN P.e..0B (W — 3,051 Co. A 9 6 IN. :.e.. - - YEs wAT'EFz LOTS I AND-3 , -A■V -. BART . ov- i +0 AVE - - F I- W S n- -ot A EA on► Lo A PAV T• (3,5'04 4 343 J rAIPILOWIE ,TH k.DPVTION STOR'MWATlk PRAINAG6 CALCULATIONS BASIN A To7t L _`a910P, ... •'10, >^ ToS K -c-Tro ,j-O • , "ff`� -- - v_ooF5.L 11 o_ _ .L1 o_._ -__ 3.,.000_ F1 2D`e STORA __A - .6 000fi 4000_ =_ io o FT NO. I25o'o 5/9/91 .. - - (Kwm) - - __. D 31 Ac.g•E.= Li A ImP �� v . c 31 5o4tI8,`FS I = 4`l, v 1 !IB .Acg -a ... A GRAss -` 512 496 f . 62I 4.235 = l 1 `a, 1 B.I 2 ACg6 _ p 1.eat.s7f._ .__,x K�Q.UIRE.D_ - 1(9 X35- , T_ z 3 12 IN/ Gl f �V ? 3H • oreLfS_._+i) ot0e area. Oh r ve oh —._ .. o _` . o _ 3 6 n• I_to �- - ,y 1 -- 0 l /�°A rkn_ _. _.. a Pto, u r v e %!A1 'Z V\ d o LA 1 nr.. s . t ea a- ' _ aot it sepa4tu( ¢row. wafer by delve. i—crt 3 1,..o 1 2_ . BP\ st N .Lci-r 146"-t UNION' S T. ( 6 )( 4 •a c t) 1.01 6RADS. AND LE-NGTH S D‘Q.pont p c_A4-cuLp, 0- 1 ti L. -._.. \ f - s 1 n% AN1> a 1:0‘ THENs vvreky se 40 1H 16, 103 fl—e. o. ogo L(.7* 3 , G. 1.4 .fr1 1 • - /7 - t 6.3. ).-/--1/7/0 7 , // (k) "fts-4. • r o.e.6 2t oTh - 2, 3,(> 7 z /J/ 2.05 .f.T.. - V) _I _16 5 ere it z}t eN; ov-c STORA RS-G.),■?_e tki1/4 t ‘t: u le • oF •SWAL-E_ • t) 2 : 0 8 sio - k — s - as" - 70G0 FT. 3 V 2) 3 - I ? (3.0 ou SlOgf■GE• • ktt S 5/1/92. coNsiDgR-D - \( FC S1 FT, at \ 21 V - c " ,621 F kb43 843 'et > 10 - • • _ • _ 3.0 cfs ock z..90 cfs IN _ _ N TH:. , MIDILOME '..ADpI fION "20$" b1 GULPT19NS /3 zit EAS era 'EreT-= _. IDS ._ ..... Toe op DRivEwgY ---� a_IIGT FT NORMAL LOP ...._ .. _. WALE. SLOPE ._..;. SWAL.E...goTTOM.'• !S: "''D,_O.I(o�l F /FT _ CONC. Dug-6 r 1-t -0.-µm FT. ut bettrat.._-swALe- e riom 2. POND enro ✓ - mu.rvt_P LEN.6.T 9- ET. NTE2 -oi ' NO ca y A - r /0 J OrlY7 -r, ' }'CRoss-secrsoNAL AREA OF SWALE IzSOo S OB NO -jz 5/11/92 cug,6 • S, Y (pet x 4.' 3�4� .0.1-8 2.00' S.. DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION STORMWATE.R DRAINAGE SUBAREA 1 = 1.15 ACRES ✓ SUBAREA 1 RUNOFF COEFFICIENT = -. SUBAREA 2 = 2.71 ACRES ✓ SUBAREA -2 RUNOFF" COEFFICIENT _ ,.15 TOTAL AREA = 3.88 ACRES COMPOSITE RUNOFF COEFFICIENT = ,37.3445595855 V OVERLAND FLOW VALUES Ct = .15 L = 4._;c_ N = S = L;HAANNEL. FLOW V(`_UES ID = 0 COMPUTED VALUES DUR = 12.11 110 2.01 010 90 v 0A =10.00 V RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "Et1 +82" DATE = 5/11/92 PROJECT NAME = MIDILOME. 7TH ADDITION DESCRIPTION = STORM ATER DRAINAGE SUBAREA 1 = .1I ACRES SUBAREA 1 RUNOFF COEFFI9IENT =- 9 TOTAL AREA = .11 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERI_.AIVC? FLOW VALUES PFon. art 4oTH l'J3 •t4• UNAort S-t- F Rork CIAKE o ?EN To NEi+REST totc'We\NMS (ti = 52 ( 20 ) 1-- -11 (toe. = 5.84 4 • CHANNEL FLOW VALUES Q �I 1 B)(tB) _ - 2_12, Ct = •. L = • ii N 4 S = .01 1 Z1 =- . 172 Z2 = ~F) V = 016 13 = p .01 TD = .113E COMPUTED . VALUES DUR = ,°.pl 110 = .18 010 = 1. OA = tllge, OPENING Kt LOW POINT E.R. o-F3c1.76 f UNION ST. z G = 0.s N = 0.\\ 3 G I cF 34 G = 3.0-1 (L)(N). Q 1- 3.081( 1-0 ATIONAL FORMULA HYDROLOGY � • DEBI GNER == K N MCMULKIN BAS IN )i'J!' PA'VT. I6 N Olz t g l REt6N - t of e.urze UEPTH OF FLOW SLOW 1 BEST. 6 F- Ft-ow WILL. t RESt e•teR T1412ou DRAW CAA op FLOvi 0.3z. 3,081 (o.tl36 413o Fz? 0.11 hCRE 2. FT- Fot- O V�YRti- 5/4,i : 3 rt ti t• ; 6 IN. DE; E? r i VMPLL-OVNAE.- - Pst)l)t . INp.,GE. C.p.,i_c_ltt- KT ( ON S NO. 12500 5 /8/9Z- I) 11 50 55_7 KOH -I 3 -t 55 664 _ A f ,.. /. _.z __12- 1 21 5 3 4 2 - 16 - i" "2- q 31 .._c2 ----: I 1 0 0,4-1 -k 1- o o p -t- 0 00 0 = - 2. 2/0 --- - --- c_r I 0 _F T• f1/4 cgs — = (2 0 0 F T .7- ---- — - - cc oof 5 -- 1000 - 1/4 - 1 0 9 0 -1 0 / Plz■vE-s P\ k i , og/t.c gE, r. i D r zA i•c.s- / 3 - :746 F.5-__ _ 1„:„.-/ , • 11 \\ ZOS S. g EQ U t.g E-D_ • :F,_ I - ,i_ I noo_F - T --- * t /7 IN , - 12: i fl ,/ T . ,f — - I I ci _Coo e ,. I , 0 - • rr11D1Lom . - 1TFt POPITION S 'MWA - r F P AINP\ CAL-CULATION5 BASIN •■ t C2 r Cit i Cl "C;' C .o SECTIOMAL AKEA OF SWAL6 (z)(o s)(4. .44 • = I.9 FT 1.01 GRAL'c ANO LfiNGTH oF.sygALE 15G FC 141 3 CFS 2,44- cFs — — IF IDaF1. - ANU I,D� Tb 1 EN— S L - frtim-BE - CONSk1% B�ED FLAT' 40TH M/ 4 = I4 S� O,�Oo Ib ? 55'ca o,80` (H") IzO e_0. bo ° 430 Fl.:. ( -) 5 URvE_s l6 FT• _ Ft n ob V pol P\14 St- tA f3/4121 Pr‘ / 2 0`$ 9- <_TORP ig_svtSe NO, 12500 Si 7/17_ (•Wm) z� - 'B" v>;YwELL —. ONLY a OR'( w_Ecs`S -- =TORAC�g AYAILAELE f2gv'15v 430 FZ. - 1-$ rt. z 3$2- FT. * 1.98 FTZ = 756 > T 3 MIDILOME;• Ti]TH :;tsPRITIO( " U�FI,N EAS ErvlEN 7" ?r a 6 ° IA thl A) i P c /rT• ��JOliri 167 %rTT 7 �� P � ti �7 r -- 1\� `�7 ': 1 � :� r ,/ 4 €LAr PC / : � Ctr'•E Wh..E MITO nrirn .r o• CRL,t S- SL F-.Q€ Ps OF V / ht. E : (44 xi ) +p- F o=x;t 2 1 0.91 DATE = 5/8/92 PROJECT NAME DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1 1.1.1 ACRES SUBAREA SUBAREA 2 = 2.‘6 ACRES .SUBAREA TOTAL AREA = 3.54 ACRES OVERLAND FLOW VALUES ; Ct = "l5 L = 5O0 N = .4 S = .01 CHANNEL FLOW •VALUES L = () TO = 0 COMPUTED VALUES DUR = 14.35 I10 `' 1.82 010 = QA RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN �Cl/C2/C:;Cl" �* MIDILOME 7TH ADDITION 2. 4^ 0 .0 � COMPOSITE RUNOFF COEFFICIENT = ^378813559322 . '' 1-RUNOFF COEFFICIENT .= 2^RUNOFF COEFFICIENT = DATE = 5/8/92 PROJECT NAME = '1IDILOME 7TH ADDITION. DESCRIPTION = STORMWAT'ER DRAINAGE E C AREA 1 = . 13 ACRES TOTAL AREA = . 13 ACRES OVERLAND FLOW VALUES Ct: _- .15 N =- .016 S = .01 CHANNEL FLOW VALUES L = 182 L1 = .172 Z2 = • N • _ .016 E. = 0 S _ .01 TD = .121 COMPUTED VALUES DUR = 5.00 I10 = 3,18 D10 _ .37 DA = .37 0 g €sT Df FLAW WILL �14TE2 THSou6H DgIVEWAYS cu g8 CALCS F o& R , o P Guv_B OPENING fT Low FONT STA. 6+SO 40 TH PEE • P a ?? h = 62"= 0.6 11 o.121 • 0.31 cF.s Q = 3.081 (1 -)(H) 1F N l- - 0 3.0S 1 (Ht RATIONAL 'FORMULA ^HYDROLOGY. DESIGNER .= K W:_MCMULKIN SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 h eHT OF cu c . DEpTV -1 OF LOW RATE ... 0.31. 3.031 (o.L2C) t o 5 g GPL G- S H et T FEv t�S ko1N 0.121 z 0.24 4. ..SS FT. foR e DEPRESStDN SAY : 4 f ■N- t? 1.• c c' MID11-0 t ADDITION NO- f2_500 . DRA■nlj■GE. c.p.j..C.kAl...1-.7t0i45, 5/-5/92 , ... _ _ . ....i?■; ______ __._. . ' , ' - . , . . , . ' . i — . . , . • . 1 2.2- - -a. - • 30 $5,02. F-r, • • . .1. • • •1-9.3_ . . . I •• . .. 1 5I• 1 2- ft -- :. • --4. l 0 op fl. i z , • 3 L o s a a ..• 3 o Lot - - - ----• - • 7 F ._ f• = G35 + 3 Pat> - z- . `9 ' DJ - - - f 1-....\._ r - 11 --• 93s =, S5.42.4, Ftz- • DI AcgF-- V ' . . . , , • g . 1 -0 ge.C-tS F-EQ Ut g at: z- 6 3.52 el /i< a ' ---- 2.65 F-r. • . .__.• ... , • • VL. Itql-F. . • • • • . .• • . . , ; • • • . • • . . , . • . . • • gio • • .• k`li_ l \\ :-.. - ..78 .P-• 0.`iis • . . • • AND LENGTH _Df...S.WAL-E. IF e- ‘00 AND I:0 THEN SWALE \.'f 3E C.-ON sn) ERED *.24 Ft e D . g wo r oT kLQW _ e sit efts ckt - oPew (NG ) twte vcovEwi1/41 5 riN t t loAta - 1 1 H p.oD cl• D SCT e: CRVSS SECTIDNAL AREA OF SWALE ( r\ z -( C).5)(4.Zel) ( " t.- • 3 40_ TH 0 M1 2 - 1- _- /DO- - r • ( V 1-8 Et. F 41A-tt _ _CD t reirim-k,Le. t1.0• 12- Soo a 354 > 265 > kSS 1 - - . t) " cEs Togl\ e. .6 s i . , V ' „ 2) ‘ — - 1"<PE n te\ l ' Dgivgfr.L...k.„ -i vi3 fl STORAGE c_es ou-r) -- -- x . X _ r. • a - 2.21 - FT: -- -- .4 . B =-• — ‘19 - - F - 3 5 t - FT- -- MIDIL-OME.,. TH. "20 '3" 1:)E-PI(yA4Z.,.i'C &LGLILF.T {ON`- 13t 6Atea1 t .r. De- VA' oe PI<O&Wiq 4 . , .0l....> - /rn \ C : / F1' «"CC�T/iNv �1 �� —o o Ift r^7t� y'r 1 ¢-f• _ -. E 1 NOkn, ° 1167 Fr. j T' ` :� ; / � t i ' wr t. - zWA{,G S .. 0' � � wr. Le MToM. LOL c:. Y' �',,,, � , (0`,1,4, �vl,h•Q ----" .. �� K I/ ^. . K 'l y — -r 1 ; R oil 3 Y' J �L 1.9 8 F �• • Fl ' a •: \ 5- u �'� 011 SL'CTIDNAL FREP. QP SWhLc Y • 1= c omi c. G DATE =. 5/8/92 DESIGNER '=='1< W MCMULKI:N ' BASIN "D" PROJECT NAME =.11IDILOME 7TH ADDITION • DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 SUBAREA TOTAL AREA = .35 ACRES COMPOSITE RUNOFF COEFFICIENT = .621428571429 OVERLAND FLOW VALUES Ct =- . 1 5 L = 0 N = .4 S = .009 09 CHANNEL FLOW VALUES L = 254 Z = 8.6 Z 2 =_ 7.3 N = .03 B =. 0 S = .009 TD = .267 COMPUTED VALUES DUR = 55.00 110 = 3.13 010 = OA RATIONAL FORMULA HYDROLOGY ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 ACRES SUBAREA 2 RUNOFF COEFFICIENT = ,. 45 DATE = 5/8/92 TEN YEAR STORM CALL PROJECT NAME = MIDILOME 7TH ADDITION - `' DESCRIPTION = STORMWATER DRAINAGE 95.0 5700 .49 "11` 61g' 1710 -1092 � ,. 1/>0^0 6000 ^48 .l0� .637 l800 -1163 t t Intensity Odev. Vin Ynut Storage (min.) (sec.) (in./hr.) (r.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) ' 5.0 * 300 3.18 .69 278 90 188 10.0 600 2.24 : "49 • 342 180 162 15.0 900 1.77 "38 386 270 , 116 20.0 1200 1.45 .32 411 360 51 25.0 1500 1.21 .?26 ^ 422 450 -28 30.0 1800 l. 04 • .23 430 540 `110 35.0 2100 .91 .• ^20 436 630 -194 40.0 2400 .18 . 446. 720 -274 45.0 2700 .74 "16 • 451 810 -359 50.0 7000 .68 .15 - 459 900 -441 55.0 3300 .64 .14 474 990 -516 : 60.0 3600 .61 .13 491 1080 , -589 65.0 3900 .60 .13 510 1170 . -652 / 70"0 4200 ^58 .13 543 1260 -717 ` 75.0 4500 .56 .. 12 556 ' 1350 -794 ` 80`0 4800 .12 �� 565 • 1440 ' -875 85.0 5100 .52 .11 . 583 1530 -947 90.0 5400 .50 ^11 598 1620 ' -1022 THE MAXIMUM STORAGE IS 188.0433 CU. FT. * The tise'of concentration is 5-minutes. The Undeveloped flow out is ^3 c"f.s^ / ROWSTRING�CALCULATI[}NS � � DESIGNER = K W MCMULKIN BASIN "U" • DATE =_ 5/8/92 PROJECT NAME = MIDIL.OI°IE 7TH ADDITION; • DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .06 ACRES TOTAL AREA = OVERLAND FLOW VALUES Ct = .15 L = 0 S = .01 CHANNEL FLOW VALUES L = 70 11 = .172 22 = 36 N = .016 B = 0 .9 = .008 TD = . 094 COMPUTED VALUES OUR = 5.00 I10 = 3.19 010 .17 QA = .17 Cuft6 o? .NING NT LoW ? — 6" = 0.6 NtikGN f Of CuR6 = 0.014' D@YTH OF WAVER Q = 0,11 Cfs FLow K P.M 3� = 3.0%1 (L)(H) 1 k - 0 3/7- s.o 3.OS1 (o,o`14) q'ph.e ° kith RATIONAL FORMULA HYDROLOGY DESIGNER = ='I< 'W MCMULKIN BASIN "D" PAVT. SUBAREA '.1 RUNOFF COEFFICIENT .9 COMPOSITE RUNOFF COEFFICIENT = .9 ®: NOT ALL FAvEYYIEOT, WILL FL✓ow T 711 (.5 JGU?8 • o ?eN ING 1 WILL t ENTER :THIZOUCN I>1 E..{z. ; Oi - 313 TH co\AF 0.0 = O,lq 4- O.J l• c I F f• Fog O in.? SAY : 2. fT. WtDE ; 6 IN. DEEP .. ,....; __.., , YYWDI I- 0 IAA E. "1 TH Av.)Dt1"100 s Eiz. to gek IN p...4e CALCA.ALICCtot,Ls , . NO, 12-5 5 / 8/ 9 2 ' ( r vivii) 1 . _ , ZkS C.- " . 1 1\1 l \ ti_l__c_.:1='1_,_C..1.___1_21-5 t• • - A rt___ _1 a OD_ 3_9.7.5. 9 69._-i-__ ( o - i 5 3 _-4 _t___5:1-_t .4_-t-__2._5 A L 1 - - 7- ' A -z- (p 610-i Vf --V l SDP * 0 t Es 5 1 fAv T ' 0.30 Ac- .„ .: .. + '0 : t o -t 0 -t o ' = . , goo F 5. z 2000+ tp0(0. 't ‘000 k I oo o vg-tves ----: 3610 - 44 1 VaDD1 tocyo + 6031 --twk o-4 ACH . ______k_ .9__k___14 3_5_2i:is:I tt..._t_t_9_6_4-_-_ 5 - 1 2 , -- z .--1 z 3 - z -1 f- I --- 51 rt J. 12 IN. / - . ._./ p r • „ . - , . • . . _ . • l — t ? 30. 2 41.-k eGi - 2-E bt • o Yf1DtLDVV1e - ITH /\DDI"(lON \9KvhwA - c .g. DRAINAGE CALCUt - ATtON S. _..__B_ASIN C¢o55- SELTtoNAt_ AREA of SWALE' ` (+)( 64. m 1 (z)c z- o.RI N O. 12 5 /7/ 9 2 (.KW )(A) -_ -. GF-ADE AND LENGTH of ' IF - e IDO FT; AND 1.6 (HEN VhAY Be CDN Dg.gED FLAT - - • 205.1- t Va•S 'is 1 op. F?. @ o, go - 8S__Ft. _.= SO FT.:_ @_ 0.807° STo gAke' 1: - -- -644 - f L --_ ( — ) DKWE5 @ 1( FT. - I7-8 FT•' 208" - J T0R AG - 2 - 7 5 - 6o' - + s + - -r 133 = / 00 -3-- 13 7N is NEED. TNt s._..∎to_ A DKYwe�L_t: 5�.�_...FT3 S1ogAG6 (0.3 c.F. -t)- . 5- TO1?AG6_ANAILA13LS'• 5 (<oFT • .. __ . _ . 1,98 F t `- 1OZZ. , .. 644 -.. __ iz8 FT. - � DFwtS ■022 vim : 5443 > 519 DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .41 ACRES SUBAREA 2 = ^ ACRES V TOTAL AREA = .79 ACRES OVERLAND FLOW VALUES et = ^l5 L = 0 N =' .4 S = .01 CHANNEL FLOW VALUES L = 33o 71 = 8.6 Z2 = 7.3 N = .03 8 = 0 S = .008 TD = .3669 COMPUTED VALUES DUR = 110 = 3 010 = QA =( 1 =4 • �' ' ' L/ KATIONAL'FORMULA HYDROLOGY DESIGNER = K W MCMULKIN SUBAREA 1RUNOFF CDEFFICIEmT = `� SUBAREA'. 2 RUNOFF�.C8EFFICIENT = COMPOSITE RUNOFF COEFFICIENT = .6A696202532 w � BASIN ^[1'[2'[3`[�l/[:" o� - DATE = 5/8/92 TEN YEAR STORM CALC DESCRIPTION = STORMWATER DRAINAGE PROJECT NAME = MIDILOME 7TH ADDITION t t Intensity Qdev^ Vin Vout Storage (ain^) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5"0 * 300 3,18 1.52 612 90 522 10.0 600 2.24 1.07 752 180 572 15.0 900 1.77 .85 849 . 270 579 20.0 1200 : 1.45 "69 907. 360 543 25.0 1500 1.21 .58. 928 450 478 30.0 1800 1,04 .50 947 540 407 ' . 35.0 2100 .91 .44 959 • 630 329 40.0 2400 .82 .39 ' 982 720 262 45.0 2700 .74 .35 992 810 182 50.0 3000 .68 .33 ' 1009 900 109 55.0 3300 .64 .31 1042 990 52 60.0 3600 .61 "29 1081 1080 1 65.0 3900 .60 .2B, 1139 1170 -31 ' 70^0 4200 .58 ^28 , 1194, l260 -66 75,; 4500 .56 .27 1222 1750 -128 80.0 4600 1293 1440 -197 85.0 5100 "52 1282 1530 • -248 90.0 5400 .50 ' .24 L 1316 1620 -304 95.0 5700 .49 ^ 136{)` 1710- -350 100.0 6000 "48 .23 1402. 1800 '398 THE MAXIMUM STORAGE IS 578.63889 CU. FT~. . . _����_�������_� ___�_�_ . * The time of concentration is 5 minutes-. The Undeveloped_ flow out is .3 c^f"s. BOWSTRING CALCULATIONS • n � DESIGNER = K WMCMULKlN BASIN "[l/[2'[I;[�� \��� �� DATE _ 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIET1CN = STORMWATER DRAINAGE SUBAREA 1 = .09 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 9 TOTAL AREA = .09 ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES C't. = .15 L = 0 N = .016 S = . 01 CHANNEL FLOW VALUES L = 108 Z1 = .172 Z2 = 36 N = .011) 9 = 0 S = .012 TD = .1017 Sl��t- 0 COMPUTED VALUES i DUR = 5.00 E l I10 =. 3.13 010 .. ,26 DA = .26 o BEST of g row - WILL FtSER TH H DtztVEWPX5 ?' CURB c At,ca R RUT 0 F cA'&e OFEN■NC A Low POINT E•FL 4-+66.45 ) LSN.tQN CT h = 6"= O.5' We1Gh t of cu&S H = O.1o18' De? of FLow = t.2G cft FLovl RATE Q 3,081 (l-)( H) Q C. RATIOI\IAL. FORMULA HYDROLOGY DESIGNER = K W, MCMULKIN BASIN "E" F'AVT. 1F H A h 0.24 3.081 ( B7 3.08 O. to■8) 377- Z 2,59' Ft. h o.5 p SSE G ALG SKEET ?. VtS o.tot8 _ o.zO 1 foR O n DBV $.S S1 0 n1 SP`(: 3 fl _ Wtrl. 1 6 IN. D .- , . - AD - PITIOINI S Toccvvl.w p,TCP- DgmNr.GE CAL. cu LicrioN15:- NO. 12Soo 5/8/9a • II - 1 - r B AS 1 NI —F-4 2. t z A \ -- 4. 2 S Op -t• c6c1,7 El • I l" F., \.... Et. = 54u 1 C 2 - fl-L ---,-- ,_ k -= 0 _ 130 _rtt - 1.7_ 00 7 - (6,00 z S D 0 .4 z. F -c -- _ k - 0 el- D 0 0 &8_ — - 2- 821.4-_T__ * t ZDS3 i _ S_To g tt,6 E_ _g. E. a u ig a Ds= [ 0_, ‘/, 114 — ' s -- ••‘,. 1 0 c io 0`1?-?- - • . - ___ 15.13 e 0.95% c14. 0-THo° 0.00` - t 4-31 3‘1 . . 2. ii e 0.?,,c) . 'L ri V 1-st.othe 0.s o . c\p“,■...? , . . , . •-_- -------- , ----- — - - — p.,(41) u_sPIG of SWALE f --1 - -- 1 - CCO - 1" t -1 LEVy5 0 NS ID5 tip 4_ / 0 C. - ■ 3 @ 0. 5 z (-61-34a eAtf z t?-9.5 e o a bot '14-'z et et e 6.50 _ 9 5 __fit e ow° e II P P atti ‘31,11 p ci° - 51.39 - 4 St764 -2:14.11 ei 5 (-) 3 PF t F.1" a e VD■ LOME- 1Th iVDD rfl 01 C- pf2i4,INA,Ge. C.H.L.CLAL P.."f IONS AS.t I I C AREA or SWALE 51 ?;54s1v.w.s..D a2- (7 -0 c ft out') (80z Ft. .> 451- 2.0 CP5 -- 1.61- cF5 . _ 2 tuiec? cpws N1 -1,0AI 2- 7 N O. 1 2 S OO 5/7/92. Cicwm) 5 • F t. — 4E F1 = 40S F'r 8oz. Fl"- 0E-X4E RATlONAL.FORMUL8:HyDRULOGY DATE = 5/8/92 DESIGNER = K.W.M. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .73 ACRES.' SUBAREA } RUNOFF COEFFICIENT. = .9 SUBAREA 2 = 1.99 ACRES 7 SUCAREA..2 RUNOFF'CDEFFlCIEMT = .15 TOTAL AREA =. 2.72 ACRES � OVERLAND FLOW VALUES Ct = .15/ / L = H = S = *01 � CHANNEL FLOW VALUES / L = 484 Zi = R ' Z2 = 7�3 N = L03 � = =' 0G TD = 377 CONFUTED VALUES DUR = 5 81 Il0 = 1.71 010 = 7iT14 QA '\ 1 / COMPOSITE RUNOFF COEFFICIENT = *1286764706 V `^^ ' `/' " BASIM ~^ ^~. DATE = 5/11/92 PROJECT NAME = •MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA -1 = .1 ACRES SUBAREA 1 'RUNOFF COEFFICIENT = .9 TOTAL AREA -= .1 ACRES OVERLAND FLOW VALUES Ct = 15 L = 0 4 8 = .01 • CHANNEL FLOW VALUES L = 114 Z1 = .172 L. - 36 N = .016 0. E = .008 TD COMPUTED VALUES DUR = 5.00 110 = 3-10 010 = . 29 tf OA = Ars t. sut CUR?. Dee-N(1\1G /CT LOW 6."= 0.s H 0-111-2_ Q 0-29 cES 34 C; GZ 3 ,0 61 (kk) RATIONAL FORMULA HYDROLOGY DESIGNER = .W MCMULKIN BASIN "F1".1-HH" 6TH ADD, PKNT. F 00 Itolitea S7. kuo 40 Fr-0 cki, off,mo46 70 . t4tAgF-51- t'gAnwt•I'S f'o Int 7 HEIGHT oF Cur.3 OS Fri 1-1 of F Loy./ fLoW RATE COMPOSITE RUNOFF COEFFICIENT = .9 (F..0)(■t) - (ci ‘6s6 4442 f--t. o to h'.. sj , t) ek tl) `e H 0.29 3 ,o 87 0,(19 2 ;.: of ft-1°w 1 H 45 WtLL D WeWAYS 0.1 k4z 0.z • 1 0.S SPX 7.) wtDe.. ; 6 IN. DE.V-F' 2.+3 ft foiz o 6p,s(rt I I Gz -4 I G1 � G „ A. 8409 rO�`� 4.544 1._35 A -ooFs FVr. V - - - 1 - _ \ 53 — O -- - o fi- D - I - O A lmpe`c�' = 611 - 0 -I 2.530 t 3412 -l- A -6 1\ss = 224 _h _I53.9_ 3 Sl4 1 7 3 331_ r .r 12 iN. IV " -0B STOg AGE g - C? 111RED z 8o 3t FT z ie.11 62.00 YV11D�1_OYV� NTH. ADDITION S llPAINAGE ,CALCULATIONS %Z I N No, 12500 5/6/9z. w\DILDIM'a 1114 AI) D IT b oM N0. 1t5o - o ST0E- imWA1 Eg. :p .lalN,.G . CALC.ULfctIONS - 5 /1 /9L (Kw 41) ✓ C z i" C 3 h NG q - - -. . _.1111 --- -.`_•_ (� 1 1 .G CKo58 - SEcTaoNAL AREA of SWAL -ES -- - -tt -D 5)(4 1.0 / Zq) ¥ ( -7 1. R Z )(o.5)(3,64) - F' i oil' . a 6g ANC LENGTH of SWALES .--- 1F-- L--- d0 -FT-- - --� - _.AND--- G-1 c- -_ -0 71-1N'-S-w.A.r _ _•• rDEgED FLAT 9 1 .._,. LvT Av e. -6-4- = I I S ri - 0. 80 ° x° /D • 1._- 0.50 __G SS__P -c. E_ = GZ .85 rT. @ 0 Boil° _ _ __ _____ -- - - _(±_i__ .f..7.1 _ _0,.80 °4 - __..._..._ __ ___ _ __ _ .. -- -- - -343 F-L __ _ - -- �_) -FT- ; - - J Dt;wES"- -9-$ FT. gyp. (... • - - -�_ 1111- -- _ —. ._ _____,...„________--- ____ 1._-,-- -11 _.... .____ . .. - S C O jLF�a E.___FFcQ 1 „ 1 ED THI U l K E D __ __ --� .___ __ _ _..—= — 1111 _ p L.ta k�e___ -- ._____ • 2-) I - S'togp : ftsJM f c i ?t A DRY W6LL- { '2 - F-r-. 3 S iD Ij6. : 0..,,T) �I.O CF o.T) //o / 11 IiU'e ll .S W h - ��\ -- -- L/PE S p lav\S 1ZEV'6S L / _ _..._.__..:. 343 r1- - Now SNtoWt1 . - - Z --- 2:915 -- "F - - 4g i z f7 F s g4 r-r. ___.. ._..._ - -__.._ ✓__ _ /__ 581- f1- > 338 > 280 DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE TOTAL AREA = SUBAREA 1 = . ACRES SUBAREA 2 = ACRES. OVERLAND FLOW VALUES Ct = L = N = S = ll v . ■‘ CHANNEL FLOW VALUES L = 448 Z1 = 8.6 42 = 7.3 N = .03 G = 0 S = .011 = ,2307 COMPUTED . VALUES DUR =. 5 5 110 = 010 .= QA = �/�'/� x RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "Cl'C2'CZ'C1" "di" r 'SUBAREA 1' RUNOFF COEFFICIENT = .9/ / ' - ,SUBAREA: 2 RUNOFF COEFFICIENT = .1.15 V � ACRES , ' - COMPOSITE RUNOFF COEFFICIENT = .53 `• . r :4 l DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORnWATER DRAINAGE BOWSTRING CALCULATIONS \-% DESIGNER = K W MCMULKIN BASIN '`C1^C2'C " le L t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .90 ' 36{ 90 270 5.4 * 321 3.10 ^87 376 96 280 10.0 600 2"24 .63 448 180 268 15.0 900 1.77 .50 ' 504 270 234 20.0 1200 1.45 ^41 535 360 175 25.0 1500 1.21 .34 549 450 •99 30.0 1800 1.04 .29 560 540 20 35.0 • 2100 "91 .26 567 630 , -63 40.0 ' 2400 .82 .23 580 720 -140 45.0 2780 .74 .21 ' . 5g6 - 810 -224 50.0 3000 .68 "19 596 900 -304 55.0 3300 .64 "18 . . 615 990 � � -375 60"0 3600 .61 , . "17 638 1080 7442 65^0 3900 .60 .17 673 1170 �497 70.0 4200 "58 ^16 ` 705 1260 - 555 75,0 4500 .56 .16 721 1350 -629 80.0 4800 .53 .15 734 1440 -706 85.0 5100 .15 • 757 1530 -773 - 70^0 5400 .50 .14 777 1620 -843 95.0 . 5700 .49 .14 _ 803 1710 -907 100.0 6000 .48 .14 ' 82 1800 -973 � � THE MAXIMUM STORAGE IS 279.66507865 CU. FT. � The time of concenthation.is' 5.353413 minutes. . The Undeveloped flow out is .3 c.f.s" TEN YEAR STORM CALC 2 ilijjoehe 71 6-1g--o 1 0_ y ott, Ave, 650.00 675.00 700.00 725.00 750.00 775.00 800.00 825.00 850.00 875.00 900.00 PROFILE PROGRAM DESIGN SPEED 30.00 STATION INTERVAL 25.00 STATION 146.62 PI L= 0.00 L/H PNT= 0.00 @ 0.00 GRADE= -1.7 146.62 16.04 171.62 15.61 196.62 15.18 221.62 14.75 246.62 14.32 271.62 13.89 296.62 13.50 STATION 300.00 PI L= 50.00 L/H PNT= 13.03 0 300.00 13.46 325.00 13.20 350.00 13.00 375.00 12.80 400.00 12.60 425.00 12.40 450.00 12.20 475.00 12.00 500.00 11.80 525.00 11.60 550.00 11.40 575.00 11.20 600.00 11.00 625.00 10.85 STATION 650.00 PI L= 100.00 L/H PNT= 10.80 0 10.80 10.85 11.00 11.20 11.40 11.60 11.80 12.00 12.20 12.40 12.60 925.00 12.80 950.00 13.00 975.00 13.20 1000.00 13.40 1025.00 13.55 STATION 1050.00 PI L= 100.00 L/H PNT= 13.60 13.46 @ 368.42 GRADE= -0.8 13.40 11.00 10.80 @ 650.00 GRADE= 0.8 10.60 10.80 13.40 13.60 @ 1050.00 GRADE= -0.8 1050.00 13.60 1075. 00 13.55 1100.00 13.40 1125.00 13.20 1150.00 13.00 1175.00 12.80 1200.00 12.60 1225.00 12.40 1250.00 12.20 1275.00 12.00 1300.00 11.80 1325.00 11.60 1350.00 11.40 1375.00 11.20 STATION 1400.00 PI L= 50.00 L/H PNT= 11.33 0 1400.00 10.92 1425.00 10. 50 1450.00 10.00 1475.00 9.50 STATION 1498.97 PI L= 0.00 L/H PNT= 0.00 0 13.80 13.60 11.00 SAG VERTICAL CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -1.72 GRADE #2 -0.80 DESIGN SPEED 30.00 LENGTH OF MINIMUM VERTICAL CURVE(CALCULATED) * * * * * * ** LENGTH OF DESIRED VERTICAL CURVE(CALCULATED) * * * * * * ** LENGTH OF VERTICAL CURVE(GIVEN) 50.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 SAG VERTICAL CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1. -0.80 'SPADE #2 0.80 DESIGN SPEED 30.00 LENGTH OF MINIMUM VERTICAL CURVE(CALCULATED) - 430.62 LENGTH OF DESIRED VERTICAL CURVE(CALCULATED) LENGTH OF VERTICAL CURVE(GIVEN) MINIMUM SIGHT DISTANCE DESIRED SIGHT DISTANCE CREST VERTICAL CURVE, CLACULATE LENGTH GIVEN DESIGN SPEED GRADE #1 0.80 GRADE #2 -0.80 DESIGN SPEED 30.00 MINIMUM LENGTH OF VERTICAL CURVE(CALCULATED) - 430.62 DESIRED LENGTH OF VERTICAL CURVE(CALCULATED) - 430.62 LENGTH OF VERTICAL CURVE(GIVEN) 100.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 CREST VERTICAL CURVE, CLACULATE LENGTH GIVEN DESIGN SPEED 11.20 @ 1341.68 GRADE= -2.0 -430.62 100.00 200.00 200.00 0.00 GRADE= 0.6 GRADE #2 -2.00 DESIGN 81190.31 MINIMUM 1192.31 DESIRED 1194.31 LENGTH 01196.31 MINIMUM 1198.31 DESIRED 1200.31 1202.31 1204.31 1206.31 1208.31 1210.31 1212.31 1214.31 1216.31 1218.31 1 22.31 1224.31 12'26.31 1228.31 1230.31 1232.31 1234.31 1236.31 1238.31 1240.31 1242.31 1244.31 1246.31 1248.31 1250.31 1252.31 1254.31 1256.31 1258.31 1260.31 1262.3; 1264.34 1266.31 1268,31 1270.31 1272.31 1274.31 4 1278.31 1280.31 1282.31 1284.31 1286.31 1288.31 1290.31 129'2.;1 1'294.31 1296.31 1298.31 1300.31 30.00 66.84 66.65 66.46 66.26 66.07 65.88 65.69 65.50 65.30 65.11 64.92 64.73 64.54 64.34 64.15 63.96 63,77 63.58 63.38 63.19 63.00 62.81 62.62 62.42 62.23 62.04 61.85 61.66 61.46 61.27 61.08 60.89 60.69 60. 50 60.31 60.12 59.93 59.73 59.54 59.35 59.16 58.97 58.77 58.58 58.39 58.20 58.01 57.81 57.62 57.43 57.24 57.05 56.85 56.66 56.47 56.28 - 706.94 - 706.94 50.00 200.00 200.00 _ _ 1304.31 1306.31 1308.31 STATION 1310.28 PI 9 3 1310.28 1312.28 1314.28 1316.28 1318.28 1320"28 1322°28 1324.28 1326°28 1328.28 1330"28 1332.28 1334.28 1336.29 1338.28 1340.28 1342.28 1344.28 1346.28 1348.28 Inc.- - .R 1352.28 1354"28 STATION 1355.28 PI L= L= 55.89 55.70 55.51 0.00 L/H PNT= 55.32 55.23 55.14 55^05 54.96 0.00 @ 0.00 GRADE= -4.4 B7 54 .78 54 54^ 54,51 54.42 54°33 54"24 54.15 54.06 53.97 53.88 53"7 53" 0 53"61 53^52 3^43 53,34 0"00/L/H PNT= 0.00 CREST VERTICAL CURVE, CLACUL E LENGTH GIVEN DESIGN SPEED GRADE #1 -2.79 GRADE #2 -9.60 DESIGN SPEED 20.00 MINIMUM LENGTH OF VERTICAL CURVE(CALCULATED) 54.95 � DESIRED LENGTH OF VERTI y n " L CURVE(CALCULATED) 5� 95 LENGTH OF VERTICAL CUR E(GIVEN) 40.00 MINIMUM SIGHT DISTANC 125.00 DESIRED SIGHT DISTANCE 125.00 SAG VERTICAL CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -9"60 GRADE #2 -4"49 DESIGN SPEED / 20.00 LENGTH OF MI IMUM VERTICAL CURVE(CALCULATED) -9.86 LENGTH OF RESIRED VERTICAL CURVE(CALCULATED) -9.86 LENGTH OF VEPTIrAL CURVE(GIVEN) 0.00 MINIMUM S'IGHT DISTANCE 125.00 DESIRED,SIGHT DISTANCE 125.00 0.00 GRADE= 3.9 L,j D N s--/ PROFILE PROGRAM DESIGN SPEED 30.00 STATION INTERVAL 100.00 STATION 0.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= - 2.7 0.00 11.32 STATION 18.00 PI L= 0.00 L/H PNT= 0.00 G 0.00 GRADE= 1.3 1 18.00 10.82 118.00 12.13 218.00 13.44 318.00 14.75 STATION 350.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= 0.8 0 350.00 15.17 STATION 410.92 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= 3.8 1 SAG VERTICAL CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -2.78 GRADE #2 1.31 DESIGN SPEED 30.00 LENGTH OF MINIMUM VERTICAL CURVE(CALCULATED) 74.90 LENGTH OF DESIRED VERTICAL CURVE(CALCULATED) 74.90 LENGTH OF VERTICAL CURVE(GIVEN) 0.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 CREST VERTICAL CURVE, CLACULATE LENGTH GIVEN DESIGN SPEED GRADE #1 1.31 GRADE #2 0.80 DESIGN SPEED 30.00 MINIMUM LENGTH OF VERTICAL CURVE(CALCULATED) * * * * * * ** DESIRED LENGTH OF VERTICAL CURVE(CALCULATED) * * * * * * ** LENGTH OF VERTICAL CURVE(GIVEN) 0.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 DESIGGN S1190.31 30.00 MINIMUM 1192.31 DESIRED 1194.31 LENGTH 01196.31 MINIMUM 1198.31 DESIRED 1200.31 1202.31 1204.31 1206.31 1208.31 1210.31 1212.31 1214.31 1216.-31 1218.31 66.84 66.65 66.45 66.26 6.07 65.88 65.69 65.50 65.30 65.11 64.92 64 64\54 64.34 64.15 - 706.94 - 706.94 50.00 200. C 0 200.00 1222.31 63.77 1224.31 63.58 1226.31 63.38 1228.31 63.19 1230.31 63.00 1232.31 62.81 1234.31 62.62 1236.31 1238.31 1240.31 1242.31 1244.31 1'246.31 1248.31 1250.31 1252.31 1254.31 1256.31 1258.31 1260.31 1262.31 1264.31 1266.31 1268.31 1270.31 1272.31 1274.31 1176.31 12'78.31 1280.31 1282.31 1284.31 1286.31 1288.31 62.42 64..13 62.04 61. 5 61. 6 61.46 1.27 1.08 60.89 60.69 60.50 60.31 60.12 5 59.73 59.54 59 >35 59. 1'6 58.97 58.77 58.58 58.39 58.20 58.01 57.81 57.6'2 57.43 um i a N, C± PROFILE PROGRAM DESIGN SPEED 30.00 STATION INTERVAL 100.00 STATION 224.77 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= -0.8 0 224.77 12.46 STATION 269.77 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= -0.8 0 269.77 12.10 369.77 11.30 469.77 10.50 STATION 482.00 PI L= 0.00 L/H PNT = 0.00 @ 0.00 GRADE= 2. 7 8 482.00 10.40 STATION 500.00 PI L= 0.00 L/H PNT= 0.00 @ 0.00 GRADE= 2.1 8 CREST VERTICAL CURVE, CLACULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -0.80 GRADE #2 -0.80 DESIGN SPEED 30.00 MINIMUM LENGTH OF VERTICAL CURVE(CALCULATED) * * * * * * ** DESIRED LENGTH OF VERTICAL CURVE(CALCULATED) * * * * * * ** LENGTH OF VERTICAL CURVE(GIVEN) 0.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 SAG VERTICAL CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -0.80 GRADE #2 2.78 DESIGN SPEED 30.00 LENGTH OF MINIMUM VERTICAL CURVE(CALCULATED) 28.65 LENGTH OF DESIRED VERTICAL CURVE(CALCULATED) 28.65 LENGTH OF VERTICAL CURVE(GIVEN) 0.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 DESIi3N 51190.31 MINIMUM 1192.31 DESIRED 1194.31 LENGTH 01196.31 MINIMUM 1198.31 DESIRED 1200.31 1202.31 1204.31 1206.39 1208.3 1210.31 1212.31 1214.31 1216.31 1218.31 1220.31 1222.31 12'.:_4.31 1226.31 1228.31 1230.31 3J ir1 r! 1234.31 1':.36.31 1238.31 1240.31 1242.31 1244.31 1246.31 1248.31 1250.31 1252.31 1254.31 1256.31 1258.31 1260.31 1262.31 126 -'4.31 1266.31 2 1270.31 1272.31 1274.3 1276.' 1278. 1 1280 31 128 1294.31 1286.31 30.00 66.84 66.65 66.46 66.26 66.07 65.88 65.69 65.50 65.30 65.11 64.92 64.73 64.54 64.34 64.15 63.96 63.77 63.58 J.J � 63.19 63.00 62/81 62.4' 62.23 62.04 61.85 61.66 61.46 61.27 61.08 60.89 60.69 60.50 60.31 60.12 55.53 59.73 59.54 59.35 59.16 58.97 58.77 58.58 58.39 58.20 58.01 57.81 57.62 -706.94 - 706.94 50.00 200.00 200.00 STATION 0.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= -2.7 8 0.00 13.40 STATION 18.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= 0.8 0 18.00 12.90 118.00 13.70 STATION 185.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= 0.8 0 185.00 14.24 STATION 230.00 PI L= 0.00 L/H PNT= 0.00 C 0.00 GRADE= 6.3 5 PROFILE PROGRAM DESIGN SPEED 30.00 STATION INTERVAL 100.00 SAG VERTICAL CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 -2.78 GRADE #2 0.80 DESIGN SPEED 30.00 LENGTH OF MINIMIJM VERTICAL CURVE(CALCULATED) 28.79 LENGTH OF DESIRED VERTICAL CURVE(CALCULATED) 28.79 LENGTH OF VERTICAL C 0.00 MINIMUM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 CREST VERTICAL CURVE, CLACULATE LENGTH GIVEN DESIGN SPEED GRADE #1 0.80 GRADE #2 0.80 DESIGN SPEED 30.00 MINIMUM LENGTH OF VERTICAL CURVE(CALCULATED) * * * * *4 ** DESIRED LENGTH OF VERTICAL CURVE(CALCULATED) * * * * * * ** LENGTH OF VERTICAL CLIRVE(GIVEN) 0.00 MINIMIJM SIGHT DISTANCE 200.00 DESIRED SIGHT DISTANCE 200.00 DESIGN 51190.31 MINIMUM 1192.31 DESIRED 1194.31 LENGTH 01196.31 MINIMUM 1198.31 DESIRED 1200.31 1202.31 1204.31 1206.31 1208.31 1210.'31 1212.31 1214.31 1216.31 1218.31 1220.31 1222.31 1224.31 1226.31 1228.31 1230.31 1232.31 1234.31 1236.31 1'238.31 1240.31 1242.31 1244.31 1246.31 1248.31 1250.31 1252.31 1254.31 1256.31 1258.31 1260.31 1262.31 1264.31 1266.31 1268.31 1270.31 1272.31 1274.31 1276.31 1:_78.31 1280.31 1282.31 30.00 66.84 66.65 66.46 66.26 66.07 65.88 65.69 65.50 65.30 65.11 64.92 64.73 64.54 64.34 64.15 63.96 63.77 63.58 63.38 63.19 63.00 62.81 62.62 62.42 62.23 62.04 61.85 61.66 61.46 61.27 61.08 60.89 60.69 60.50 60.31 60.12 59.93 59.73 59.54 59.35 59.16 58.97 58.77 58.58 58.39 58.20 58.01 - 706.94 -706.94 50.00 200.00 200.00 TO: S ?o I =P courr;Y £NcR. DEPT: SUBJECT: VV\tDiLOVwE ilk /.DD t1'IoN LoT 4, BLoci i DATE: 2 -1— Attacked -for review %s a co.n o+ +tie_ , jowr revised drainase ?lwvi (t% )( tt ") for Lot + Block 1 of yvtic;iome. 1T“ A &di }iovi. The builder wants - l - ke house's drIvevJay it access Ui\vv1 Street instec L of iz c.. eev e.s- 1� 6a0 '(40tH Avenue) as or ■3inRli sko'in ov -Ike s I�rel and draw lie plan S. Prive access to Union Street 'would ciivv,tv,ake s'waite. wwtenri storwge (doing Uniovi Street. 1I'here+ore - ke revis'e_d dr'ainase_ Plan shows o. drainage Pond iv. etace of -t-ke swwte!. .T ;,,.,— Na „, w,u i bn '5 Alf A h , • c ,- � wt r 1I cA4••• V J I4i P.1 ca " n. r( n, J4 IA.` . � L IV AS f,» : ” I ' ) , ry n j , 1 . 1 6 .t) ft A4 N. ? if i - nr∎aVL . `i CAA 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 FEB 01 1993 rem* comy EM MEN Signed 1Levih W. MCM &thin TO: GAl2-Y S. Nei -Son! iSVoicANE Cour4TY cNC,K. DEPT. I F,E, I SUBJECT: WIIDll_bwiE '7TM ADPItIDm DATE: 3/9 / 9 3 Okclude_ d -For revi'EW arz frihts o'f -tlae. Jour- revised s*ree.fi (thy' drainage. - For h1id,(ovne. ?loon --ilk (1/4dcl14 . Also 1 includ -e:d are revised 8/ Li" dra■vta5e. Plans -for Lot 4- Sloe -k I Lv I Block a, i , Lok 9 Block 2 and Lo+ & Rioa.k 3 wkjCJ have. i r 1 re-v■sed drive-wa� loc.a . RE CEIVED MAR 91993 ARMY togineeting e impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 P2teetn tee Signed Kcvlw w_ McMuLKin) ."As IN E5" A PAV7 'M1PtL0W\E - TH p.pPl"rtoo ST ow Wgns CALCuLkikoNI_ - 2 (Tr)(4SY. z � 2 0.86 FT. IDOp FT• A Dg-IVES Lv @. fr` ∎mpezvio jz .3 1 81_. i 3000 4 18 1 FT. A 6RA55 r \D. -53 - ;. Gist - / F TZ " n zo$ STDF -AG Qt fc t. ? 000 ft kZ 31 8\ rTZ iro• 12 I lzsco 51s) (Icv / n-) hCF O. ti A��� ' = Z5 ✓ 9 � To"ih1. rMtvtLovv E - 1 hP iTLoN STOF pgP1N(.6E cm_cU1..ATlur1S 140. 12.-F-oD 545)97- ( KW'M) vv\11:1Lo a -NTH p.v:LiTtON STURV'nvIM? t AE`�IN&GE CHk-Cv,L.F.T■0NS f�RbF� To ihL ` . 14 l FT: ..�.. /... z WOO FT• GK IV Lb ._@ ... loo. i2 Sco S1s)9L (Kw riA) Acp. 0.03. FAcF= =__._.- %Z - FT 3 12 14 / FT, t/ YY111 11_OYV1E —1TH fpt r ■DN STOlzYn VIATFf pfA114 f.GE CALCUL_(.T101•lS FT. Z fi 1f4T• = (90)(8) L,. 1 ✓40 fl 000 FT• A V &\VES : 1 LOT o? - 10 // 0 / 0 F - r. ` v� A lro 1440 t. I OO - O - 2440 FT Z O• C ACg• 6gkss S915 - 2440 = '14/5 FT. 0.6: f cR 1, ZOg S"fogA6E g'EQu1KED = 1440 F � rK k /2 . to. . X00 f 3 21 t . /FT• (1G. 1 =E GC (r' / Yi, ) — lo o IS .(14 BA --_LN 18\- TOTAL 1 et86 -ob -- 4 b H. 363.94 � -- an t'AVT • A Lots e DK1VEc z -� Lots A GRA55 4k.45 --- 4 k SD, 55 0.9J o • p _ . 293.`11 O. B.3 lllu)(Ib) ( =11 io 56.93 YV\■PILOWIE — MpDITION STOjzw\vIM g pg.A1NAGE cALCv,I- ATIotk 11 OD t) F-r. 3745.83 VIZ O.O3 AcZ UM t_ i_B- 4)(18) -+ . ze•z i z.2. Ci° + '60 N o.3o`/o Iot_z7 c 1.Ia°ro woo FT-Z Oa t •ADtN5 F1LL -ET . IwP> rvloa �.... r2oa:) = . S�o FT- .. o -y°•: Ac RE ., 3 D 0 0 .6610 = 1 ?T, 208 _STo.i`AGEKQU�K>;D = �O�oI0 FT K . Z 7 0 rT • z �Ip .1250D 515f`IZ K I0 121N (FT- ' //jam 0.9 i 14315 9___. .-114- 1`I .'I2 _ _gf.S1N l� E 2 t _E3_t E _ . ATo -cAL L 13 ""k 3S 4t- i _01753_ =.. .3_l.l__r'..f A 1.SDD.k_ O __ 1.a I __<A goofs .r- 0 .+ Q 0 r O i P , 2000 k 1DD4 - t �D00 - I0 - ,000= ..'� 0 _ DRIVES � 1�+1P P� 8G10 r,244D't 2g00 } �1'0l �1 F E�V Jo Acg6 A-GRF° 4.?90 7 _1.43 5 .fi _i.::.i.. -1._ -t. �ZOB Tot= .EG.>✓_ _.jt�GUtF ED. I?, o3 1 FT ra lu/ 330.2$ @ 0.50 e - 0 2.2/ � 358.55 166.45 zt 6l.o3' YV11D1 LDynE, Ilk FDDtTtoN 5 - iogW WA ove,INP -4E CALC kt ^ o5;4 2 - a 0•59 68.-55 @ 0.9o z.93.'11 a 0.8 ISO. 12500 5 /6 /Wz (jWWW 0 Iot 19.12..__ 23o .'L $.. - G-t (A 1 • 0 3 205.42 * 88.55 29 3.91 _..._ -..1 `1.1.9.1.. 4 ,2 mIoIL DIME- -1'TH ADDITION 57 oFL mw ATE-R. •DRAINAGE CALCULATION S __ ._B_A _ .G-3_ -t Ec_T.10 N A:At EAoF5WALE _ ( 2- )(o.5)(4 of 6F-ADE.._AND__.LE4GTH • (� \(b.5)( 0. 1 0 F > 543 - 110 f n.- 7 519 NO: t2 Soo • s/7192 (_'KW.M) 117f9Z- 1.9 s IF . :100 FT ArID`�' 1:0° THEN SVIALE IMhY EF CoJS DEFED PERT 4 -D Av - Ioo FT. :c._o..�o.` o Sori_ ___._...,.__ - ncea DRYWeLL' t 5 FT•" 5'ior.hC, _H9 .__ 8o B _ 7 I a. 64.... -- — L U N■_O_N e - tG = _.._ 7c.. yob,. � '710. _ T. @ . p_ BV - � ._7 - p_. T\ -. ) --7‘t 2:0 S" fob . A . G . E . _ - • 2 ?5 60 + "f5 + I33. _.59- 3�F-r:;�- DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .48 ACRES '- 'SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA' 2 ='.31 ACRES'' ' ` SUBAREA Z RUNOFF COEFFICIENT = ,15 TOTAL AREA = ^79 ACRES COMPOSITE RUNOFF COEFFICIENT = .605696202532 OVERLAND FLOW VALUES Ct = .15 L. = 0 N = ^1 S = .()1 CHANNEL FLOW VALUES L 330 I1 = 8.6 Z2 = 7.3 N = '^O3 8 = 0 S = .008 TD = .3669 COMPUTED VALUES DUR = 5.00/ IlO = 3__1 010 A8 RATIONAL FORMULA HYDROLOGY ~ « DESIGNER = K W MCMULKIN BASIN �[1/ ~l� � � DATE = 518/92 T6N,YEAR STORM CALC PROJECT NAME = M%DILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN "[l/[ ." t t Intensity Qdev. Vin Yout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 300 3.18 1.52 612 90 522 10.0 600 2.24 1.07 752 180 572 15.0 900 1.77 .85 847 270 579 2()^0 1200 1^45 .69 903 360 543 . 25.0 1500 1"21 . .58 928 450 478 30"0 1000 1.04 .50 947 540 407 35.0 2100 - .91 .44 759 630 329 40.0 2400 .82 .39 992 720 262 45.0 2700 .74 .35 992 010 182 50^0 3000 .68 .33 1009 900 109 55.0 3300 .64 -31 1042 990 52 60.0. 3600 .61 .29 1081 1080 1 65.0. 3900 -60 .28 1139 1170 -31 70.0 4200 .58. ,28 1194 1269 -66 75.0' 4500 .56. ,27 1222 1350 -128 8 4800 "53 ' .25 1243 1440 -197 85^0. 51()0 .52 • .25 1282 1530 -248 90"0 5400 .50 .24 1316 1620 -304 95.0: 5700 .23 . . 1360 1710 -350 100.0 6000 "48 .23 1402 1800 -398 � THE M4XIMUM`3TORAGE IS 570.63009 CU; FT. * The time oft concentration is 5 minutes. / The.Undeveloped flow out is .3 c.f^s. Ct = .15 L = 0 N = .016 . =. .01 CHANNEL FLOW VALUES L = 359 Z1 = .172 Z2 = 36 N = .016 • = • = .009 TD .1688 COMPUTED VALUES DUR = 5.00 I10 = 3.18. 010 =, .86 OA = .86 ■A a 6 o s rL= 0.162S' r- o»36 CFS RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN YE" RAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .3 ACRES SUBAREA 1 RUNOFF LUEFFILIENT = t 9 TOTAL AREA = .3 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES CU OPENING AT 1-0v4 , e.g. 4\--t-66...is urnot,1 CT. -z 3.0s7 (Who Kel6t of cue. .17S-VM OV FLOW fLDVJ gr-cre. • kf ■ SP.1 I-1 0.t(o33 c.s o.S6 FT. 'Fbcf- 3. S1 0 '4 1) ?AZ. I 0 WIDE 6 W. .1)EP BASIN_ 1mp�KVloa�- (110)(15) - 1960 56.53 ,- - 314 0.3 3 F'r '. L.2 r -- 'F- 'bo ., e „O :zp°/ci • 10`b- 2 :1_C:....1 .18 YhUDILOWIE. - fr\PP tTION S AF- AINAGE 11, lorso� ToTAC - _ . _ - GuF6 KFDIUS • ^ 363.94 IA` PAV T... ` 1 83.9.4 -. :l�o)(Is) f - I 0 FT._ ` 1 00 1 Si 94 c- oT -_ IDDO FT - 1-0 CPO- Cv.L.F.:T1011S. 2.000 c f0 ± Z 000 . . BC, t FT• O.ZO ACRE - ,_k^ _.Cn10 • ` I- c) .f T.. _ 0.10 11 ' r z_ >L I , , 20 5 Si 0tz. AGE._,,..:Quv —tip. _- .<0210- FT....A.. - --= 208_sTar /\ AI /N L-- tO - 2- 7 k % F-( Vo c 1 . 100 �lols ti .. 70 \_04 j • B • + EV• 5 5 (.9 0,90 293.91 & 0 -S2 " 2. . 366 % 115 i4o .12500. 5)5)9 3 2-15. _f t. .FTZ =....173 FTl Ft. L{c 198 FT = :118 FT.' A =1N E- 2- 75 FT, (8O)06) _ .. 1440 FT.' cx-wE 5 4 1 L0T 2 ■rnr t vio i , .. , -l44D. t...HOO '- 2440 F� 0.06 Acte F` 61 3815 2.440 143.5 FT.` 0.03 hc,zE N �. Zo8 5'7of& YV\tpLLOvv1E —STN �GL' iT ON �T Vxmwfiz0� . PF ��4FCE c/:zcLALktu A= I i0FP6 PVAILAg:Le 1 or, o FT - c. o'f 1000 FT gQutjc6D . = 19-40 P t. , 1/2 tN, o;\ •V. �i F l2 in,. /FT. 136 % 6,0 ptc. �z (Kw rr) 3 60 F SS - 16) = 69 Ft. :\: l•98 Fr?' x 136 F1 TO Yy\tvuLov✓tG . - p A I fL STOF4I^■wp..,n p(.AIN&GE CALCLkLATtoNS 4. L4 .�_ _.F.t. re-N Pfv. = (1 LSOO FT• IDOC> FT• cK\vE r .. \ Lo C .... @...__ t-OT ompewcvloviza '..1900 rt. moo j . N 1, i tt 2O$ cr ��QUtt ED. 162.0 F 't IDoo FT %10.1Z50o 543/ 97_ ( FWm) D O< ACF - 12 N �FT. tt 6+ ft Act.96 FT t c 1271 F - Tl "L I 7 5 A v-K1VE A 'M kph— 0Vv1E NTH p\ tIL0N �TOF.TW1 .PR•FIIJf.GG Cf-.l.0 1/4-1 � 10 fT- l= OT 6 '2 - ._IOtro z. LS.g6 O.A F E 1` k2o$. 5-TogAGE,,FEQu1gED �.. 0 V- 1000 F T•` 0. A c-- NO. lz €CO 515) 97 M) tiAsIN S., To A rAVT • = (Tr A 1K, \E z s G1; YY PtLOW\E - F.pLITIoN STDFrAWAfg pfA114f:6 E CALCALATtDNS I S? O. 86 FT.t 1O0D ?l. LOT — 3 oo 'Ft p i t pops. ►do • ■25oD 5).5P IL CKwrn) %Z IN• 3 3181 rT 1 Ts3 Ft 1 ?_ IN /FT- 208 (oF =AGE /:V,Ati-ALLE' G(D t(v IO et. ak V18F"iL I3 FT:. PFNE joi-So 0.28 g A S!_N._:_.:.E -.> .t _.rc_Z_ -f _E.3 ..t .E 4. t _E 5 - ) C¢ -SEc rIONA _At;EA SWALE - 2.05.42 I o +g3.s5 • 2°13.91 .- — loz Yv11p1L. DWI a ITH htD171ON SZoKmwATE -K DKAINAGE CALCULATtONS )(0,5) 29 (1)(0 o,ql I &al =ADE. AND .LENGTH _oF_ �wAL d h -! IF L IOO'FT• AI4D L 1,0 'THEN swAL vvl&/ Iq Ft' NO 12soo 5 /702. . K CoNS1 DRED FLAT — \G_= 04 F = 69 7 N O \Z .- . \- °- " ? "- �.=._. FT_ @ .80 F @ 0.8ol° — IG. = 64 . I . ? z F. T, w . t 6G.4s 0C ll � - It) fT. @'_. 2+b1. 03 - A y /l.oZ 9 ,t V4 3. _ El- E1 E4 Bs sr 4 -,M k. 330 �S �� ?' no% s r ORAG ti - -\,)_ uZo,� "- ToRAG c _- 27 51 - (oo• +`k D - -t "I33 5 . ". 2) 1 - 'CI PE A DRYWel-L. t 5 FT" 5" E Co.? C(•s • ou-t) - a = N� ' . Arta . EI tE aa� s - r o A GG. A.V A.I L AB L ti .', .-_ .61t tis >�- ;_-Tt -E4— 101 3 a- O c S s / / 3 1 4SF-t:_..* .. 1:`18 FT? = ... j.. F 1. _ - v.w 7 arr : 59- 885 F7" 7 519 0. S DO 67° . 0. 52 0 . = it) D � 44,1 F >�T at Ors s .' Cant.t rm. r E» 6 / q -_.?_I 7.t._ T.T. L . ? ._.... _2..2 '...i'T. 717, r I 0 . 0 X_ + .. 5 . 000 � ._. $0O0. A._.� 2: _1_2 _.4 . t0 . 65 , 6 T C iwMFEF -' iou Z �o 6q. i 22 3 3, 5 1 "..,IOJTH ADD. v'nIDILDW1E:• H A'DDITtON 51- oR1n1WATE ;<; 1.) C C.IACA'C.1O1'15 ■0, 12S-00 `J /i7 /92 (w FT;• 0.17. ACFE i 1 1 k k ° frV 1 S 1 ANDDITtOt`i " i N0,12-500 Pf cm_cut_Azt orls .. to/124(1 - FAsti - 11 ‘ Tft ADD ) 6 . - - 1 ..-L - .)60. 5 )41,9 . )7TA - : - (_1 - )(0.6)(3.<04) - = - 1.98 - rt . - - ' - - v - - - - - - - t_ x-tA -- :: (a. S)61- , Oi .. :S S f1 !. • . t . • • 6RADE Mt) , (...E IV 6 - r ri or 'SWALE . . .. . • . . . . . . ,.. I 22 D i; Ci 7 HE N WA I- E - B - E c ori,s i I).. le? -• L AS-- :35, t•Ni ••• G-t To .f.t• 9+6z - z- - _360/f - r.c.st , o.6p _ Z6:60 -ro E.g. St 4971:1..e • ot 5_. e_.1 CV- Agaft. Ot -SWKLE • " • \ :11_8 $ IAA I. 0 E 1 N AP. V Ito 0.9ro IY1/2_08" 510E-PNGE S 2 -) ( 1 :13 " "Dr-YweLL -t 830 F-1 stogA6E (1.0 C1 plat) .t` roizt1/4Ge• p1/4vAtc1\si_s :.• • te, ubieS s \, , II I ‘ . .F:i i .34.9 # 4 52- - ---- 2 C3 J-- z --- 684 F1E ft•----z - k - 354- ,., loFAC.. • . - ocl Flz "\ 938 830 2- s DE nriVvSe DATE = 10/12/92 PROJECT NAMG= DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .77 ACRES SUBAREA 2 = ^67 ACRES ` OVERLAND FLOW VALUES Ct = .15 L = 0 N =, .4 3 = ,007 CHANNEL FLOW VALUES ' - • L = .G28 Z1 = 9.6 Z2 = 7.3 N = .03 8 � 0 S = .007 TD = .4 COMPUTED VALUES DUR = 9^79 IIo = Q10 = l.G0 QA = ( 1.79 • ,() • ��� RATlONAL.FORMULA HYDROLOGY DESIGNER = K W MCMVLKIN BASIN "F1'+"H"6TH ADD. UIDILOME 7TH ADDITION • SUBAREA 1 RUNOFF COEFFICIENT .9 SUBAREA 2 RUNOFF COEFFICIENT .15 "' /OTAL AREA = 1^44 ACRES _`'• COMPOSITE RUNOFF COEFFICIENT = .551041666 !/: • � � c.ea BOWSTRING CALCULATIONS �~ • ' = 10/12/92 DE3IGNEK = �� W NCMULKIH BASIN "Fl"+"H" ' OJECT NAME = MIDILOME 7TH ADDITION ' = STORMWATFR DRAINAGE t t Intensity Qdev. • Vin •;out Storage (min.) (sec,) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.10 2.52 1014 300 714 Th 9.8 * 588 2.27 1.80 1418 508 031 10.0 600 2.24 1.78 1422 600 822 15.0 900 1.77 1^40 1545 700 645 ' 20.0 1200 1^45 1.15 1611 1200 411 25.0 1500 1.21 • . ' .96 1632 1500 132 30.0 1800 1.04 . "83 1650. 1800 -150 35.0 2100 ^91•.72 1661 2100 ^439 / ` � 40.0 2400 .82 .65 1692 2400 -708 45.0 2700 "74 .59 1703 2700 -997 50.0 3000 , .60 ' 1727 3000 -1273 ` . � � 55.0 3300 , .64 .51 1777 3300 -1523 , 60.0 3600 . .61 ^48 1837 3600 -1761 65"0 3900, "60' "17 1936 1900 -1961 70.0 42()() .58 .46 2025 4200 -2175 ' . 75.0 4500 .56 .44 2070 4500 -2430 80.0 4000' .42 2103 4000 -2697 85.0 5100 .52: .41 2166 5100 -2934 90.0 5400 .50 .40 2722 5400 -3178 95.0 5700' . .49 .:39 2294 5700 -3406 . / �100�0. � 6000' - � � ^48` .-38 2361 ' 6000 `3639 � . THE MAXIMUM 9TORAGE•IS B30.52ll269G CU: FT. . . � .� * The time of concentration is 9.793414 minutes. The Undeveloped flow out is t c.f.'s.' . -�� TEN YEAR STOR'M CALC DATE = 10/1=/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION SUBAREA L = 0 N 016: • 9 = . CHANNEL FLCJW VALUES L _ 125.. 21 = 76 22' .17'2 N = .016 B = 0 9 = 009 TD COMPUTED VALUES DUR = 5.00 I1U = _.1S D1C = .31 LEA • = .31 cugB oVE.14tN6 = 6 "=0.5 z 0:31 CPS STORMWATER' DRnSI\If 9E, .11 ACRES TOTAL AREA = .11 ACRES OVERLAND.FLOW.VALUES I=ii T:1(INAL. FORMULA HYDROLOGY DESIGNER 1< W MCMULKIN BASIN "I=1 " + "H" 6TH ADD. SUBAREA 1 RUNOFF COEFFICIENT . COMPOSITE RUNOFF COEFFICIENT = lNCLuo . S : e'AMT. oN ST. Ai'IL' .roTH 6v6. rgovn ,cuRg o?ENI•G 'TO NE-kite—CT bk \'1 .`NI.YS 40 q4 (1tS)(16) = 2250 �nvlus C 444-"11.110 ( l8)= 1o4 -oB16 ST. (1 12&0 34 3.081 (L) (C) .: 1F Al Lout ?DINT 1 i~.g. \3.1-59.83 N61GNT of cuR bEPTH, of FLow' ¢Low RATE • 0 -1 o•5 4 5 1 ?l 4 0.11 ACRE J J 40TH FNvettus z 0.23 < 0.31 3 2, f f ' fo'`.. 0 pV.?R S:ION • 3.08"1 (H) /, ` 3.08 (0.1158�Z . 5F.\{ 3 F (• vooe ) .6 Ir1. DEFY / .__ Y\("D VL-DvvVE- 11k rt.o• , _ `flk :SP, I NI C A , toN S I S /5492- (V-vilm)1 I % 8Pis,11 . f■ . . • 2,1 ) 45 8 • _ _ _ _ .... ......._. \31-59._83 , . . . .. - ( cri- ci t rig __ - --- - ,___ .. A g-,_.g., P.-, • . t -.7 . . -91700. Y.'.7.2 -----' a -. - -a - 6o744 e o. 9 Oa . . -3/4- - 1 t.16 • • . . _ • • , , __1 14 -i 90 • 0 6 _ .„1 r .. ,..z.7 - 1 N c.c4 -7 .3 if . T 7 --C-'-- - %. ' .... . ,(33 A` 6 01(2y2 .::; .‘ 5.9 Ce '8 . ao f1-7. , - a. It P.c. fa •., • - 7 - 3 0 0 --tz.N. — . . _ . • . 0 . — NI> e..v . .... a b ° „ • t Lot s 9 69 • • . = 40 0Q k LOOO -A- f 5 s--; „SS.-H . 0 969 - VG 67/9 0 4 2:- • • I /2 IN. _ ._,,,.... ___—..__j_.. 5 .T._0g iNG F EM1.11g et) .-=:.-..4_5_,(16.-9.-.F•77 >I; - = • . . 12...111/„ ' • — — --• , S5. i34 .. . . . • . ' I t CCLP_C2. 53/ ' . I c '' • . • ..• _ ! , .- -,.. •.•.- • , t i 7. ; . • ''.' . . . . . . . . . - - - • . , • ' . , .. / .__ Y\("D VL-DvvVE- 11k rt.o• , _ `flk :SP, I NI C A , toN S I S /5492- (V-vilm)1 I % 8Pis,11 . f■ . . • 2,1 ) 45 8 • _ _ _ _ .... ......._. \31-59._83 , . . . .. - ( cri- ci t rig __ - --- - ,___ .. A g-,_.g., P.-, • . t -.7 . . -91700. Y.'.7.2 -----' a -. - -a - 6o744 e o. 9 Oa . . -3/4- - 1 t.16 • • . . _ • • , , __1 14 -i 90 • 0 6 _ .„1 r .. ,..z.7 - 1 N c.c4 -7 .3 if . T 7 --C-'-- - %. ' .... . ,(33 A` 6 01(2y2 .::; .‘ 5.9 Ce '8 . ao f1-7. , - a. It P.c. fa •., • - 7 - 3 0 0 --tz.N. — . . _ . • . 0 . — NI> e..v . .... a b ° „ • t Lot s 9 69 • • . = 40 0Q k LOOO -A- f 5 s--; „SS.-H . 0 969 - VG 67/9 0 4 2:- • • I /2 IN. _ ._,,,.... ___—..__j_.. 5 .T._0g iNG F EM1.11g et) .-=:.-..4_5_,(16.-9.-.F•77 >I; - = • . . 12...111/„ ' • — — WCI171L -OTC N r.D I "t ( oN S - CO RwW4 .Kr DRAINAGE CFLC &LATIONS C1=- OSS-/SEGTIoNAL• AREA 01= SVJALE c °'5)(q-•ZCk Q z ( 0. 5)(3.6 4).` - -x .95 (4;2:1) ` (z )(o.5)(i 9 +0.5)({{0) . 3,55 FT. n `i - gADE AN'D LENGTH' of SWALE �- .O9o. -•HEN SwALE lilA'f. BE CDNsIDEgED SLAT • t- Oo —F..7 A ND 0yo 1. . .. f 1 = 100 F C e . 0. O Io Lo7.5 EtocA 3.. . ._ _ _...... yrlipt■.orn 6 1.14 AVU. IOe�"FT'. 5ToS P1/4 6E 1= E.(lu\R D 1) ... 2 - 0 S S`to5cA6E `2 F1. TYPE P "N. DR`cwELL + 345 F'C• STORAGE (0•3•cFC our) 5"fol;AraE AVAlLABL� 3 . iT 4345 -4- .241 ...:. F�. ? 3'F 7 249 S6 PCTA■!L Foe 41 112-AINA€€ SWALC 01,1Pitovvie 69 P LtD. vzzoo F\ Jr, ACE_ Le.Lti.,. & pH 2 ..7/11/c10 101000 • „ . 0 :16 i•-,c /-% _*7 6)44 ...t._ +..(8 E.. €.4 z. 1(9, 51 . tt%tzo ci, ,cev- itso.40 , • 4C, c-nr-to kZ 4.('44`..- I - 614.14, ;It_ - t ( 11.) - (.1 t 31.11 -= .1-.43,V6 ti. ..tie, -.---- S1. 2.± Fr.: .. 1 i .------....-....--- (*.at... - 4—c2D.:-.-..3 ii... iG _ . - z - .S.52$1 Is rt.' 1 .. . . . . . ... -it ( 00o fl ..., c _, . . . . Lor ei 20°0 _ 5000k too° 0.52- /-C.1 A te .55_ — -1 hcize: 1" I 7F) " „P 18. I" • B FTT ; ff:11•1 ".H" F e_ce-ocs - After, oF SWALE: D. it ti-A1-1) -t- D. 5 i4 3.64. E • riti61.1 £tiF.Lt kvir.7 L:E.i4E--c— tote. cio r• OCD 1=- St e.c.. ti To E.R. E • L_DT.s gl- 5 Pszkve.f.. ■44 FT. z.: t YfltILQvv e 6 1±t Rt. ED1-1 - S. (W. rceoc //WIG E-vir. VQL- unite 1. . ‘ pcnve ge_Quvc4E. . 'Z wb. P-6QuiR _t 59 -. FT- 2 ) I— TYre ?:b pgiweLL -r 46 SfOf% / - CIacs5 sECtlO.JAL APEA oP s w est_ 6gADE ANL? LENGTH oP SWALE If e 100 IvlikY-fc..E- coRsIpEED-Foc-, ji o --) - oA3s 1-0 CoViaT IA ' 94 . 1.-0 z_ .113,93 Ft cs. 0 9801° . / 5.93 / l3.3. LOT 1 91-26, FT. ei o. go Y 91 - .26 n a z _95 fT . 2 • -- • VY11t) D Vvi E 1Th toNl S 71 Cp,t_c_uLt, FASIN Et." I z - -- -- - - 0. 91 ST og.A66 gE.Qu■ged.) 7 ____. t) "zoie s-rogp,6E -.2: 22.8•FT. S n o s /9 6ra ',AAA/ COU-A -F ra C,......Ak 0U...re cr•-• 3 ri 1. - A-27)--1---,..-11\f-re-41z,L.---.. DgiL - s, T d iz ACC- -- (1 0 c_fe own No, t2Soo STORAGE AvAl LASLE • _ _ --> _ 3 2. A 3 / f * 1.98 FT. -2 - 362 fl -3 - - - -- -- eD ---- -- 69,9 Fr ) 6 i 9 ‘ __X z SS _ FT — /3 f T ) / , ... 2___ _ , / 7_ 3 c \-t + O.4 tp 122 BAS. _ ,2 AReP. T OTAL z 89 1 -S4 PT. - F hoof N _6 Lo53 G _ .... L0i 1000 F'T• LOT D1z1vs5 = _4 Lois @. IA Wt1PF- KVtou i GRAS 54 3 ._+ I2 a j -133 351 101 \U1l . okmE. - P, \j 1)1 1011 STO Row/ Kre -g DRAINAGE GALCU1-F110•S . . BQ we _ . _ -- 2„I9C0.90 . FC (20)(2.0) - ( SS. (34 FT z ( - 31 So. S6 FT 2000 FT• A462.1 o F 0.13 z 12 00D F7 -- /0o° FT e9 - 7_1 206 STOIZA66 QuIRED = ..54(05 FT- OV EFL{,taD I v it 2. �L IN 12 IN /PT. L 0.$00/0 CNhNNEL Z 3 FT. NO. 42500 5/5/92 (1GWWt) 113. e 0.98 . 08.93 @ 14.26 e 0.130 31.42: 15.11e 0.83 z4-z.08 e 0.90`x° DATE = 5/8/92 DESCRIPTION = STORMWATER DRAINAGE • SUBAREA 1 = ^49 ACRES SUBAREA 2 = 1.57 ACRES TOTAL AREA = 2.06 ACRES . • OVERLAND -FLOW VALUES Ct = .l5 L = 285 N = .4 S = .0l CHANNEL FLOW VALUES L = 350 21 - G. I2 = 7^ N = ^03 / G = � / S = .006 TD = .338 COMPUTED VALUES DUR = 14.57 I10 =. 1.80 010 = 0.22 QA = \1.22 RATIONAL FORMULA HYDROLOGY PROJECT NAME = MIDILOME 7TH ADDITION DESIGNER = K.W.M. BASIN "1: /" SUBAREA 1 RUNOFF COEFFICIENT = .9 �/ SUBAREA 2 RUNOFF COEFFICIENT = .15./ ' • .COMPOSITE RUNOFF.COEFFICIENT = .328398058252 /LArt ~/~, - /-5 . .7 • RATIONAL .FORMULA HYDROLOGY DATE = 10/13/92 DESIGNER = K W MCMULKIN BASIN "F2" PROJECT NAME = NIDILOME 7TH ADDITION DESCRIPTION = STORNWATER DRAINAGE SUBAREA I = .13 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 47 TOTAL AREA = .13 )CRES---„ COMPOSITE RUNOFF COEFFICIENT — .9 OVERLAND FLOW VALUES Ct . 15 L N . 016 .01 CHANNEL FLOW VALUES • L = 242 21 = 36 22 = .172 N = .016 8 = 0 = .009 TD= .1234 COMPUTED VALUES OUR = 5.00 C = 3.18 010 OA = .37 CL 5 =_ 3.081 (1..)(4-) Q 3o81 (H)- ' FIL04 T. - 014 ero cow CUfl 017e.rtiNG tct Low ?DIN -z 0.5 e-te kit of cuP--1.• k-k o pp-rt of 31ci ft v\ o.37 Ylel\ o.5 of c■A9-E \kf. \ 0.1224 0.25 4 -- fo?- IDESSIQN 3.081 (0.12E- / ; ' 6 IN. l +40 BA51N P -" AR TOTAL z 89 12,4 FT �' /1/4 g.ovf- ti 6 Loss @ A pa.tvVi. A 1Yrt VM\tkLo'4 C — 1 T H PUv■"rtort' 5Tn>zw+WAv'ei. Dtz■tNAG_ C.A4- CU ATtON5 (t2. = 2-19 (0.00 ?7, ( ( (Z 85 54 F1.-6 i (Tt (4554. 4 3 t 90, cG f T x 4 L. o•T s @ b'p 1+.I.AN) e 0.50 a 0.60 0.BoT§ GHANN(cl. good Fli t OOP 'f t~oT S4cz.lo F.f: z 12,000 F 4 t^T. z 54ss t tt,oco -t 4000 a 21 FT. NO. t25oo 5/.5/92 (KWwi) 0.49 Acke- p` t g eci € 34- - 2-1,460a. c5,3s 1 FT• 1.57 Ac >~t = I 'zoB N SToKA“. . a. QutR .p. t 5443_. Ft,. * �z IN• Z. 22$ F MIN./FT, 1.4 t • . ;1314.5IN • • \MID J_DmE t 5 - . 1"bizm /ca.?. PiRININiNGe CALCULKtIONS clzoss-secriotJAL AfzeA, of- SWAI.. + (r CD, 5)(3, 64) ut: 1.'7 5) r T. •61z..e.,DE ANp LE'N6TH op SwAl_E Er- - AND .e.,--1.D svvr>Le mk( e c.,olistpeizep 1:Le\ A 0 CPCCV Lei r.2-.€5.a.11.3\. f3e- b-v 391 0.93. . 1V,93 j...01 1 _94:26 FT • e 0.i3c> 6 14,..14 '1 P , \Ig„ 1-0 i ra z 95 ft € 0 - 1 7 (9° 15 i 15•10v-A6E gtou■ve.e.. • s'ipgk6E 22-BiFT. (.t,o.t.ft SerogkGe AvAILAgLE l.et8 9.5 STD g-,AGE 699 FT?, 619 -,, 22.8 NO, 11__Soo 9/149a (1e-Wm). DATE = 3/8/92 . PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SU8AREA 1 = "49 ACRES SUBAREA 2 = 1.57 ACRES. TOTAL AREA = 2,06 ACRES OVERLAND PLOW VALUES Ct = .15 ' L = 285 N = .4 S = "01 CHANNEL FLOW VALUES L = 350 Z1 = O^6 Z2 = 7.3 N = .03 8 = 0 S = .000 TD =, .338 COMPUTED VALUES DUR ^= 14.57 110 = 1"B0 010 = "22 QA = \ 1"22/ ' RATIONAL FORMULA HYDROLOGY • .DEgIG'EF = K.W.H. BASIN ^F2, SUBAREA 1 RUNOFF COEFFICIENT = .9 SUDAREA 2 RUNOFF COEFFICIENT = ^15 COMPOSITE RUNOFF COEFFICIENT = .320392058±2 . � � � ' c*r/ � ! BOWSTRING CALCULATIONS : DATE = 5/8/92 DESIGNER � K,W"M. , BASIN "F2" n PROJECT NAME MTDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE . t t Intensity Qdev, Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5^0 300 3.10 2.15 •B65 3 00 565 10^0 600 2.24 1.52 12l8 600 619 �' 14"6 * 874 1^90 1.22 1 430 874 556 15^0 900 1.77 1.20 1434 900 534 20.0 1200 1.45 .98 1469 1200 269 25.0 1500 1^21 . .62 1471 1500 -29 30^0 1800 1.04 ' "70 1476 .' 1800 -324 35^0 2100 .91 .62 4476 2100 -624 40"0 2400 .82 ,5:t 1496 2400 -904 45.0 270() .74 ^50 1500 2700 -1200 50"0 3000 "68 ` " .46 15 3000 ~1403 55.0 3300 .64 .43 1557 3300 -1743 60"0 3600 .61 .41 1608 3600 -1992 • 65.0 3900 .60 .40 1689 3900 -2211 70.0 4200 .58 .39 1765 4200 -24.35 73.0 4500 .56 ^38 1801 4500 -2699 80"0 4900 • "53 "36 1029 4900 - 2972 25.0 5100 ^52 .75 1890 5100 - 3220 90.0 5400 ^50 .34 1927 5400 -3473 • 95.0 5700 ' .49 ,33 • 1988 " ' 5700 ' -3712 H' 100^0 6000 "49 �32 2045 6000 -3955 THE MAXIMUM STORAGE I5 618"34944 CU. FT. * The time of concentration is 14"57118 minutes. The Undeveloped flow out is 1 c^f.s" � �� . . . . -_ ��� ' - TEN YEAR STORM CALC • / . • CL41 . 65. Q.'S • - 536A, "- -itte,0•(1) .13 o 3,9 ft r A ; w4„...0„.5 t 3 9 0 .6 . mt., )n,r) Y- 1-11)-J1 t F • •■ 0. ml9tt_omV.- NTH p CP-,■...c.vtuRT ISASim "ft. I "' Fj. sa p A 7- }ZOOFS 2> Lo zo° r't• z_ . . • - -\- 1 (VB LIP io'c. Si- = -- 3 4 67.1. - 12 ( (t56.1-cl - Is Hr 2 -5) ( s) Lk) TIN M c■Ai-ts gADIUs 7F114.:E e 1 AvE. a -33.98 L..o1S • = 3000 FT. L.-0T • - • l-11616,0 P\ „ - t._5.50 0 =- (0- F in C kk . k ° S I ) 2-6, _ A, s$ z- S2-, 65 6 7 MO. 17 st 5 Pi iNeC . ) e2:3 Ft \ iq 5g. - 5000 Ft. t 1/2.-ge n 5.7 P\i/k1L-ABl-t. z 110 - z . 1.98 FT. Is6 cfEAN tO0f1 FT" 355 14 `1 a 0 Sy ■,12. e. o. ' VA' 17 e tl. C-tip.NNE.I.- 41 , iv wiz _ C.) tie_ a , 5- i . \pi — - 3 -3 + . \ . • i /4 ns.s‘e Acvo \ i /..9 e aiS c.1/4-iF ,... t• 7 Al to St+ +I / , • i2 1MIDkLOvhE 1 1.14 AbDITIDN 57fogYnWA - ag. pRlaiNAGE. CA- Cut ANIONS BA51N_. ::A� t_A*2_ A3. -t %.r} 1 NO 12.500 7o7A� 1012�2.7 1- 1`�_�}(oZ t �2 - 46 . ,I�D _ 3 143.,. F?.- A `1gGo. k 14 }.. \- 44O -t'.fo i'o , • Roof's " 0 0 0- - -L1Zo- OD.;1_ _.2 0120...- 1'17 l - iDOOfT • � ..._.____- -t e 5 21 • c't o «. o. A cg.E _ _ — _A - pRWES ✓ DO t r .10✓O.__1_30:00_..L SODO_ S7DRAG1:. ( 4 1 1 - . 1 > . 1 > 1G1. 23.D f v 113 al 1 0- c10 1 3too. 1.1 •62 -,3 too 4 59. 86, 1 .. A �mP tc,„ 1 7 41 ,9.60 „ -t'_ 4- 444o_ t_: �/40 ti 3`/D . =. 43 23 o P C '�6 x.'1)9 0 9q �5 .cg. yn 064E 1 TH , \V?2V fl ON S1Oct-Mv4 ATER- DR Alf>1 f-GE CAL..cin_vi BAS IN -AAA A 2_ A3 _ CV- AREA swist-e • - (iz 5 ) (4.2 - - 0(.;) - (6.$)( GfdADE AND LEN TH OF swALE 10 fRe Lo uPs of LOT 3 piz■vswAy witt. cot-Lac:I' some oF STREET TI-112o1/446H I-0T z. Ahip LOT I DiztVE W AV MA Et: 0( _ iDE,L. FLAT • . _1- -r : r"‘ , . Ayt e_.!-Litf A 4.___,--; __-_fife". .-r....,G .0..? ..- .. : ,..0‘..° er.. o . S o 9 0 - 1 5 ", t1/42: H76 F PrI A I tO frr- e ur4I.00. I_DO. FT. tir1/4S IN 1: T °RAGE grG,GRAkiZED..- - V<C I t e jb' 44% '* 6 t'` ■ i7 _ ■Co = 0 soy - \G, 6z. : D.S0 - 19 80b/Q VO0 NL. ." 1.9 ' F 9/ NO . I • " -" 2-08 " g - 51 - 01ZAG - E - =. 4 60 -I o 2 66 rir= B 1 F'V. /1/4t t.3 1,4 il I, -2 - 2.) 2 l'ff '0 Dyw + Tyre. "1\"`przYwe.■-■.- — (2 .o cer. ou-r) cfs - • - ' • -- ;•4:0t••• Svotz.P6 0 f T• X 1,93 FT. F 9 S Ft > B o — GI+ N /a7_ A- + t.31 CF S Cu.) — 0.3 (-FS (o t.o1 cFt (tors D..91 cf (N) i.ol c F s (rt4) Z.Ot CF (I") -2 - ("c) vp:op; PRlvEythy '.PIDK�Nf�Syyq�e nn �.•_�..•� ...� .. . .. • 12-Soo .o1:5 N0. 1 ff_E � K v ( r , l ) /11/9z CONC Cu KC c YYIIDILQME -t-k AGD lTioN NO 125 .S1 AF-AINAbE CALCULATIONS ;r Ocw.m) $A.sJ N - - AZ..-t, A3 t..A4.. ° A-01 - T _.. �5 .46z:.. A7- 1 96 --- r -4-4a, 19.0. _. * L�....rT. AKoovs ` Z- 000 -3- 20 -00 t 70_op '\lDot :._-...__ �. ._._.�._.-r-- --.>�_Iw�PEftVlouS z-• g' 44�- r ±.444d..1:_I�O,.32�_...�.__? s,, z�,o FT:_ o_�.`� h���.. GFn.s I IrQZ ,fi �_.t ..?f;- 8.aD..z.., .49, 3 t4 PT:`. 'T L AcFE 1 225 4 S rogAGe t?EQUlgED z 6 1210 FTZ 4 S!LIN. 12. IN1/4 YNA t:;.■ t..-oVvv6.- - 1 1. " NID\ t I o SnolzmWtil DgP.MkGe ,c4.1 of •:-. 6V-I\o- mgr. k..e.rIC.TH of ...cvit,LE 4-v Ai 7- 9-e- fr. (cLi 0.80 1cYg.f • . . ' -7_ No .1 r_sgo 5_,/ ea / _ vi_1114) FE. coNsiDERE.p_F- . A3 8 o_f e E 3 t?-W6€ %a 48 v-r. J 5 1 - i9gik6E 2 4 1-5 f 45f - f t t. f FT:3--------- t)fe- 5 • 306 f 3136 RATIONAL FORMULA HYDROLOGY DATE.= 9/14/92 DESIGNER = K W MCMULKIN BflSIN 2±A3+A4 PROJECT NAPIE = MIDILOME 7TH ADDITION • DESCRIPTION = STORMWPTER DRAINAGE SUBAREA 1 = .58 ACRES SUBAREA 2 = 1.13 ACRES V" TOTAL AREA = 1.71 ACRES OVERLAND FLOW Ct • N L = 0 TD = 0 VALUES 4 ei0 . 4 . 014 CHANNEL FLOW VALUES COMPUTED VALUES DUR = 12.34 I10 = 1,99 C!10 = 1 . / cies° • SUBAREA 1 RUNOFF COEFFICTENT SUBAREA 2 RUNOFF COEFFICIENT != COMPOSITE RUNOFF COEFFICIENT = .404305964912' hem A d-cf hot., s This is 01/4 3 eAeral re e seeted O iovbo5r ckek.j -t i iculk +o ?raj o cAki - knA o k&seS lavvisetkee. ovjf bAltd1 , fe,vice,s fools w w+ i a.-1/4 As -to 13,4) I ex-.s e.,>1 \slano.k and when_ +kedy scvovati bAitcl. p? r4" -frAls +M +At );tst 2, RATIONAL . FORMULA HYDROLOGY DATE = 9/14/92 DESIGNER = ; W MCMUiKIH PROJECT NAME .= MIDILOMF 7T; ADDITION .DESCRIPTION = STDRMWATER DRAINAGE SUBAREA 1 = ^41 ACRES `/ SUBAREA 1 RUNOFF COEFFICIENT = .9 PA 2 = 1.21 ACRES'/ ` SUBAREA. 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 1.62 ACRES OVERLAND FLOW VALUES Ct = "15 L = 6C N •.= .4 S = .0l2 . CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 15.15 110 = Q10 = .97 QA = ( 0 0n BASIN Al COMPOSITE RUNOFF COEFFICIENT = .339814814615 DATE = 6/29/92 SUBAREA 1, t= . 4 ACRES1 PROJECT NAME'= MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE RATIONAL FORMULA HYDROLOGY .• • DESIGNER = K W MCMULK IN BASIN "A" PAVT. TOTAL. AREA = . 44 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND .FLOW VALUES Ct = . 1.5 . 0 . . N N . • = .• .016 • S • . = .. 01 • CHANNEL FLOW VALUES L = 708 71 = . 172// Z2= N = 016 ” Fj = 0 .01 = 1830 • • CONFUTED VALUES DUR = 6.34 110 = 2.87 010 = 1.1 2 - OA = 1.14" C.\)Cf Oc h Ge 4 c 0.6 D.1835 Q -z 1.11 CFS INCLuDe.5 M.V II 4. untoN , • • ovi vie-tek-rc Of cult& \iityr e.. te 4 4. 14 la 3.0Si ' / : • SUBAREA 1 RUNOFF COEFF IC I ENT = . 9 • . AVE./ 21 AVE. 10 Ur4■00 cs. POINT "\- -4.59.136 L&Uit,I c 0.tS3b 0,37 0.5 / — 4.(on FT. F01 2 -- 0 i:)y-g Joni 3.o8 - 1 ( NY 2- 3.081 838) SAY 5/T. \ ti\D• 6 M. .1)..E.? • m1plLOM'.. '1� ApD1TIOP1'. • S 'To2t 1p'CE- F- 'DP- f�INHG "C'A1 GU1 ASIbNS • • AREA - Co `l• .ZZ:1, ...FT• ? ._. • 'A X075 30 FT. L el 1 6 1w�ea�v1 $.361- 75Oo ._F 1 / 1 - , g Go d• .•511 7.41 a� 1 A5 Z.: 1 �':.L6rzG : _.SL 57U_FZ, 3 I ,� ( ".ZoB 5'rog -N6 3 . 94 s. a. 50/ 5. 11- e q i ci,r:N I iv O.:2 IZS ( KwM) A,Pnv 7 7 - Pills4 + 14) (\8);... _. (l5G 9q; — .18.t. 8)( z _u: • 2,996 :8z_:_ C uge RADiUS`.FILLLT @.4.5r AVE. ., - ,._S cute BRAD .,CUL_DE :SAC. __ _ -.65 0 8._..__s o . • _3t8 ( ) ,�-- .- ("K)(` - ar `IA -4 '- . -c <. -- Z s 1 .. "1 T. • 6:yo-R��4F , _:$ - &Yc 0 3= F?Zr- 0r1q..Ac - 1 I` I. Z000•Fl. �`15 4(P�o , RODFS z�2 LDTS @ JvOO ft ,_ .. LoT' - 3 a i 2 1 0 . . z / F T Pv __11 -'t� -_ 1`t s, X 3.55 F1 334 ..FZ,' IOD. FT,,>K_ , 't$FT t `1 8: .FT• trlb A VAII)■LOWie . P\V �o-MWtCtfc p gAIN t-1.7 I •o i\1 aoiryd 7 - I L. - C z a Oat) 11. / 0 . La. . - • • z_ Pi ge-QUIF.t--1) .4( 6o v2_ ity „ 20S StogAGS LAT:st-t. S - Og \YE- p,kz ii bTortfi-r-- IZ5bo 6/5 /F17_ CICW yv\ ) 127Z. • , • .. frc.5. ... ' NO - I T H p : C../.1__CuL.A.TioNs. I _v Lb, Z000 F r. loop f / I 'm 10'0 0 El' • V NO. 12.5&o 5/5 /92. i . . . .. .. i I • ' - ' - I - • ' . . •••:, . - • : ' .: .• . • _ . . I • . I 1 . 1 .Z.P_13. 1 .. 1 .. .7F.o..ges6.E-.,...,g E 9 )1 ' - '• I l\l •-• 5 - , • • . . .2 . • 1 ,-- - ... i , 2. . • i • x`13.013 Il .91 - , " Z °$._STO) =AG,a .,AV�akL-ABS- DFIVE 6 10 1 . THE Lo P es 0 1 .• . Ii oT i.. DR- NNW /Cr WiL C0L1ee'oT: $Onv of s- t- R•>ll1 ¶i4-p0'#-C+{• -®T 2 .....•, !MAO l.DT 1 DKtv&WpY5, •,. 211 (•) r 2i 'it (2'0) -4 g_._.._ - , : : : : - . ' 15.1 • -149 >Lz °1° 151 o C13.41 C". 1. 13 L.° . 133.'x1 % / q a .�...i..G- . 1�4�1•lz ,YY11D t_oyyIE'1711Fl ADDI 71 No. 1250o STo wIWATIrg.,pgAINAGE C- ALCUt- kTIONS 5/5/92 BA 46 fit:•` -z bo} j121 PnvT (), .. Q)(L (.1.13 )f 66 = _6 `I :2006 FT. ti k000 t.0 7 • \`M P6kvlouS ov.Q o F - 12_ .r .ELcf :.SIORAG. ..._Kti.Qu.!`t? D` =_� �`lo z A, / iN . X33 @. 0.3 'O O)tERLANO F - l2 Ied f.F1 • z 3 )- 2 6,0 lc BAs�N -;B I - - t . S2 '0"D11- 'OVVIE ,T�1 ADPI"TION S DRA1NACaE CM- CULA'T1QNs ray T. = 15 + 343 I 10,33 .f_T.• PKoofc L- .I! 0_- t;'_.I1, 0OO = z3 O,O F - . - – — A 1,1,w Z _ �.o_ O =r__4_�.OQ_.. =._. I O 0.00_ FT._ 5- Fz_o.9G - A CaRAS9'- rio @ 1.50`9° 3+5o - 043q;79 3 1' tt e I. 3 1 °V ° 481.18@'1.38 °i 504. +_18 =. 4'9 9/35 FT? T r: .1.1$,;61 .f I I F _S_TD.FRAG : g "et .UIRED - 3too.. <9 FT %ylr, .2 o too 11 96.6c 153.38 X1 33. c 65 168, / Ii6 FT.` NO. 12.500 5/8/92 ( c vi ' ^n ) 12. 1w. / FT. AC 3 � : 6 FT. Be\ SI N BLte _ Cg-c 5Ec...ctotoo..- AREA OF swALE- [1, V\411)k LOME- - P.t 5.- p114P,G 0 -P0--cul-t - Cri 0143 7 7 ( - 4 : 07)(6.6)( - 3.6+) I y AN LE-NGTH.oF SWAL..E : 1-oT - _110 F-1"- ce P l(p • _ UNkON T. (4), ,E3 1 6 5 f - wILL. 6.p/NDe S WALE • '1/2_05 s t -k SG3 =-• "7 fo Ft. 3 vcrs.'"e og 6 31 "Ek F W ,9 d Vt2- - Ft r- F 6 / 1 12 - V fl 1.0 Ct (out) = 0.22 cf_C (BIT-ASS) • - - 'eft (It-1) t.cla cps (m) c 2.0 (ou NO. 12.Soo Shict2 im) I - 4- 1.0 9° ) THEN - E - -WAk- MAY coNstpast-i) Ft-AT Lc) Lol 3 L_ 40 Ave-. s +Be ei a 0,8 - 70(c) "SDP of nRt'eWp`( 0 .1 16 IJO '' �-- FT LS AFT. ... _.. WALE. _.. SWAL.E.. BOUDM '4.FT. OemAC.3WA L e ' api M IDILOME ADDITION 2013" tRAINA.GE 'CALGuLATIDNS Top op DRIVe Wn/ - --=� KAv CRDSS -. SECTIDNAL RREA OF. SWALE : 2x p5 429 • R- /w... I�. YV1 uW1 *∎ft2 _:L E N C T ( q79. ET. nri <OBE DN G S I x Ds x 3 6 - t f z I; FT.Z D.9 r ... _ / . _ x . 9 . 8 POND eOZCOwi - 12S0o SOS N0. -1ri1}azat l F �Rr6 (K_v/m) 5 /11 /ca y5 CONC• C - Cu R.0 .p 8 /, ,t) .or . C L- SAC c c J SUBAREA 1 = .42 ACRES , SUBAREA 2 = l.42./ACRES Y TOTAL AREA = 184 ACRES � OVERLAND-FLOW VALUES. Ct = .15 L = 385 N .= .4 S = .012 • CHANNEL -FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR ;= 11.61 I10 = 2.07 010 = 1,22 QA = 0.0o/ RATIONAL FORMULA HYDROLOGY DATE = 5/8/92 DESIGNER = K W MrMULKIN -BASIN "B2" PROJECT NAME = MIDILODF 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE / SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .321195652174 � n'E PONSE tAS I N & �aq� 6 � "+ RATIONAL FORMULA HYDROLOGY DATE = 5/G/92 DESIGNER = K W MCMULKIH . BASIN "Bl` PROJECT NAME MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE / SUBAREA 1 = .72 ACRES SUBAREA 2 = 1,3 ACRES TOTAL AREA = 2.02 ACRES OVERLAND FLOW VALUES CL = ^15 L = 430 = .4 S = ^0l3 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 12.11 I10 = 010 = QA = • SUBAREA 1 RUNOFF COEFFICIENT = 9/ SUBAREA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .417326732673 _ 6 5 5-1 - 19 -t 2oo - if: E. + 110 04" IS) (lb) ' ( 3 1-1 9• 2 -a - Tr 5-uo.13 -4- -( ‘i E3) 6_ . _._: . _ 6 -$. S...4. •2_ . 35.-11 I :•-• 1 S D.e.S5 T.. PAsIN SA • tAkcit 1-Qt. - 1 1. " PNL)1.)11 0 irc v‘t !;)(4•%A Fi P1/4G o Lz.. • . ovo kuot 'Pt --k-Nitut, 6 ' v tr6 t oo° • L t licSoo 5/5/92_ 56 I - 5 O. c. .a , 4k SO l ab gt S g -h = V c or a.brt, wyjcl. 0. 5? 0 5 G.% . _ . . v VALUES Ct =. .15 L = 0 N = .016 8 = .01 CHANNEL FLOW VALUES L = 480 Z1 = .172 Z2 -= 16 N = .016 8 = 0 = .014 TD = .1714 COMPUTED VALUES DUR = 5.00 110 =. 1.18 ' 010 = 1.12 OA = 1.12 c■Age Diet4tNG (o o.c = c-FS .• RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER .= K W MCMULKIN BASIN "8" PAVT. PROJECT NAME = MIDILOME7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .39 ACRES SUBAREA 1 RUNOFF COEFFICIENT = TOTAL AREA = 'ACRES COMPOSITE RUNOFF ICOEFFICIENT = :7 OVERLAND FLOW AT Low ptiNT a.vz. Ok UNION ST. HEJGHT cugB De FLOW I Q t 3.08 ( ' IP - 1 _ SA ■ F T. 1"-to?.. 3. o S1 0-0 3. otOl ( o.r1 14) -3/7- / St.`C H - z- z. I Vi 0.5 F . D ' 4 CaFfe..s.ssiot fi AFEA TOTAL 2000 F1.7" �ArtooFs ..5 /Z_LoYS @..._. LOT A� rnPERV�uus = -_. 34 - 3 - � -t - \1", t 400 AvcwgS r- 4 L OT5 e ... l 000 FTZ Zp�,, STO(ZA�E "KtiC2u CzED Vh \OtLOME —1-TH P.VtdTICN STORWOtiktER. DKAIt'AGE CALCULATIONS (L1)00 FT. 000 IS, FT. _' 0 ,11(0- 61435 P'f•` - . 80„ilG) fi (1 8).. = x_.3 4 /. Bo PT•`_ 341 j2 N. 14�% FT3 \2 \N /c-t 1 15 6 l 1> (O �1c . .i2.5 OD SJ5/q?- (C\Not) OVERLAND FLOW VALUES,-,. ...PROJECT. NAIIE = MIDILOME 7TH ADDITION L 0 N .0716 S r = • . 01 • RAT 1 OVAL FORMULA . HYDR:OLDG DESIGNER •= K W MCMUL::IN . DE SCR I PT ION = 6 J ORI°IWATER DRA I NAGE SUBAREA 1 11 ACRES TOTAL AREA = .1.1 ACRES •E;UBAREA 1 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = r4cLUD6 = OF Lo \ gLOCK 6 • • DA S I N Ems FAV't- Av AN "�� ? F,\ EX of 40 AvI. S1 AvE. ILow%E \-T ADDITIO( , - to 11EAR€ CHANNEL .FLOW .VALUES . _16 N = )16 D . = it i = .01 ,TD= .111.6 COMPUTED T=D F I10 10 .D14 = �1 9A _' ▪ .. G4Fe ..n7 F 16 16 , 0 AVE. (95)M) • (2.0)(2.(;) _ 1 ( )) (t5`-)(18) • • SAY Q'N g5 6 FTZ -H0,11 ACRE OFENtrd& 014 C.ONT INN0b1° GF•,AOe ' 0 �UTTEF= t. SS ION AT INLET �Ir1tN65) 9 • 0.._1114 H ofCLoy/ Q0, 0.025 _ 1 FT.;.' 0.02.5 ' Y-EQutgtD :To tu;-t ZcE-PT \ oo' 77 o FLovi . vd1DE ' Co IN. DEEP I 1 11 ' t I L� 1 ■■ ' .. I . I . I .' . .,, 1 1 11 ■■ I �S ■ ■�!y4■ 1 1 . I . I �' I 1 I 1. I . I I . 1 °1 .. p,. "1.Ir 1 '• III 11 1 I . 1 i; (, i 1 1 , • 1 1• , 1•t arddI SI MM011 -40 i %/ ��� p EXIII 1 I „ L I _ = - r II _,T.. I / �� _ ^L. 1� ,1.61 ! '.. _1�.. �a=4- I /� I {T 1 1 1 it El _ - I 1 1 1 ':1 I Il I j 41 1 1' 1 »1 a _I _ I � ! I I �I 1 1 III 1 •' I I -_1_ - t, 1 .t.ra y r Lon i 11 . 1 LI 1, Li1 �1 ` I p l - - - - I , 1 f- 0 1/ I 1 ft 1 I'.. 1 .I r'11 1 , .1 Lill 1 1;1. L11 „1, 1: {I 11 11 I I 1 :€ X / i' f11 ! I 1 I 1 - -_k_ V T -T� l S i . l } • t l 1� i1 { 1 1 1 1 1 1 1 i 1 1 1 1 1 F.. 3r:.�1T. 'Al I I - 1 1 _ -1-2171I: 1 1 I_ �: Y 5 War 1 i s ®Ia■■■■N•■••■ 1 yy 1 l' I c. ,+ 4 1 1 1 1 1 1 ,. I I 1 1 1 1,.1;1:1' <, / �(I rii , r I :_ I 1 1 1 1 I. - T I 11' I I •1 1 . l id . 1-1t1,1 ;� , a I h) tl ,,,. 1 - - '1 1 1 1 1 1 I 1 Ii�lif I -1 I II . // 1 LL I _ 1 „ � 1 I i 1e1 I I , i " 'i 1 1 I l 1 1 .,. 1.. El I f I .,,• 1 1 "1 � i I. I y I �� * i 1' 1 I I 1 1 � I; i 1. I I I G I : 1'11 1 1;.;, 11 1.�'�" -;: . . f:. I I I } I : 1 1 1 1 � . .1 , .;J /X f l /I Ii -I Iil�.. I.�� +1 -'I 1'1.4,1 '1 ■■■■ ■■ ��M■B■•r. N ■ ■ ■■ I �S ■ ■�!y4■ III III II . 0/ arddI SI MM011 -40 i %/ ��� p EXIII - ! I El _ - I iThj I • 1 Pr 0' 100r5, a _I 11111 III olob do 11 : ,4 `, l 1 „_I,, : ;; .fit „_ , 1 - - - - I ' 1' I' 0 ti :+ 9[; io ( , 1' r' , .01 E. , I . P i {IS�ua •!1 (0) DISCHARGE PER FOOT OF LENGTH I "OF CURB OPENING S % ..INLETS WHEN INTERCEPTING ' 100% OF GUTTER FLOW • (b)„ PARTIAL INTERCEPTION RATIO FOR . INLETS .• OF LENGTH' LESS' THAN La. DEPTH OF FLOW - y - FEET ' .02 .03 .04 .03 .06 .O8 .10 2 r 1, .05 .06 .06 .10 .2 .3 a CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39. 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G l'. 3 1 °7 ° 500x.#.1.0 °70 V1/11p!L_ow1[- -1Tlj P1)171 -v101.1 <.T • g l M WAT E- Dl <A1r1AGE' C.ALCUL (NT (DNS P\ ?port ` 1'L = ` 1 . 2160 k 2`fl k -0 - A vsLwEs:' S ooe -t 1000 k 1000 k 0 _ GRAS z G` , -1-.1t ZP`8_ STogisGE— '`EQUtg,ED i =_.._1 ,90 � Zw ;74_Fi 33•,29 C ' 033 . 5G4,34i/ ° io , 7 ? Pr• V /4- \ F« 12 1. r l. / 6-1 loa-50 Gt00.13 .. 64-50 ° 1.00 a N0, 12500 % l8 /9z Log /:cFa 1 + z4 441, &69 - .=-- __1_O7 1 1.' Mkt)tt_orlle. 7TH PDP■TIOr1/41 S1 PF<A, I N Acie C A Lc. uL ioNs C?-055 Age.f . t)F- swAt-5 _______ - 091 GF-ADe. hrio LaNG swAL-E- _ _ t* P:Nv&w 1." i40 ZoD .O5-wn) 100 swALe. yviAy cotAst2e-re-e-1>---LAT- =- cry 1 3 t (??... o. Bo s, = SS 0.5o - = 3c1 ) C---k33- •Z 12_0 0.BD - 1.a . 0 _ 4 1 1 117 - .-.1 I0 . - L.- 0 -2L• Le . , UN St- n C- SS ef • DO 5 s S GRACE SV/ALE t.00 sLbre Li 7 _ • . . Sl F-S-cluve,.1.-,•. ---- b -- \ l' • . v n L' CA I') "2.09 ST0RWG 32: z — .fL'-' 1 ......... 3 . _..(0. i_.. . . _11 . _V i 7 p 2) • -3 - 'I I75- "B Pre.(\tMul-s (3 Cf S 0 DT tC1 v k - it,3 f 26 . 93 14 7 - \S9 ft AC 3.5$ ft. 6 d V " . (.)\ cdr. o * 59 C5__(04) 04 cfs o cei Bp,s ck k c-2.:_:1:v,3n t__t_.0.0 _GP.: (0,) z (At CFL (pi) .0 2.0 Cf 5...(c5wC)- NORMAL • - WALE SLO -roe OF DRIVEVdAY— ^ \'t`,'S "NTH .i.. MIDI,I.•OMe : : :: .',A D1 fI `.` 20$ 1..•_BRAI0 GE :- CP.L.GuL -ATIDN S • N R µ1 L SW F � /FT, •' QonOn CROSS -. SECTIONAL AREA OF SW ALE 4.29 4 / 02' 3 64 \ .. R /w 'IZ.soo 5o3 t40. -tea -4-; . (g-wM) 5/11/92 . i FT Z I,; 9_B. Cu it 'CROSS- SEC7-1ONAL AREA off SWALE 29 I _Q X; i .( %X_D. X_1.9 -t (D5 x.4. °) ,01 0.48. . 2.00 'GON Cutie J RATIONAL FORMULA HYDROLOGY DATE = 5/G/92 DESIGNER = K W MCMULKlH PROJECT NAME — MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .18 ACRES ~/ / SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 = 1.09 ACRES,/ ,SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = • 1.27 , ACRES COMPOSITE RUNOFF COEFFICIENT = .256299212598 OVERLAND FLOW VALUES Ct = :15 L = 500 N = .4 S = .01 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 14.35 Ilo = 1.82 Q]0 = .59 QA = /0,00 BASIH 1 1:=rer ~ + DATE = 5/8/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STnRMWATER DRAINAGE J SUBAREA l = .18 ACRES ' • SUBAREA 2 = .55 ACRES » • TOTAL AREA = .73 ACRES . COMPOSITE RUNOFF COEFFICIENT = "334931506349 OVERLAND FLOW VALUES CHANNEL FLOW VALUES . L • = 0 TD = 0 COMPUTED VALUES DUR = 14"35 I10 = 010 .45 / QA 0.00 RATlONAL`FORMULA HYDROLOGY . DESIGNER = K W MCMULKIN BASIN 'SUBAREA 1 RUNOFF COEFFICIENT = .9u SUBAREA 2 RUNOFF COEFFICIENT = .15~/ DATE = 5/8/92 PROJECT NAME = MI0liOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA z = .71 ACRES SUBAREA 2 = .82 ACRES' � TOTAL AREA = 1.53 ACRES � OVERLAND FLOW VALUES Ct .15 L = 50Cr N = .4 S = .01 CHANNEL FLOW VALUES L = 0 TO = 0 COMPUTED VALUES OUR ;= 14.35 I10 = 010 = 1"�9 RA = 2 / RATlONAL. FORMULA HYDR � DESIGNER = K N MCMULKlN B�SIN '444+A27"-- CZ SUBAREA 1 RUNOFF COEFFICIENT = .9 .SUPAWA 2 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = ^4980.39215686 RATIONAL FORMULA HYDROLOGY DATE = 6/29/92 DESIGNER = K W MCMULKIN BASIN "C" PAVT. PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAMAGE SUBAREA 1 .41 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 'TOTAL AREA .41 ACRES COMPOSITE RUNOFF COEFFICIENT .9 OVERLAND FLOW VALUES Ct = .15 L= 0 N = .016 = .01 CHANNEL FLOW VALUES L = 564 71 = .172 Z2 = 36 N. = .016 0 = .013 TD = .17706 COMPUTED VALUES DUR 010 OA • 5.00 3.18 1.17 1.17 autz-e oFNING :..- 6" = o.s H = o.111 Qt Ln cfs Qz 3. 08 If _ 1 (S2 • AT, L.-OW ?DINT • NE IGki oF De-rCH DF STA. 6+5c7 j 4. V-1 0.M 0.5 .9/ o.35 1: I./ FT. "FoR D.(2r-e.s.slopl 3. SP-Y : 6 FT. Nartie. 6 thl. -LT\ TOTAL 615)(03) 2010 3100 Sl10 1 F5" 0.. \3_ AcKE i �voP= A Ns. Q . '.. 3101... 49.81 e o.go 1�LlG 0 • y s. s 0zt 0 ° /o ■ $ V■DtLowE .-7TH ADDIT1DN 51 PRAlNAGG CALCULATIONS �15o�s� .ist_zbo. I\9�o' )(is) = L; O ft (1 t 121'153-r .806 +SD =. 25;?53 FT. — S --2S,753 4. 332 fT.` l STOKAGe IZ1:QU\'F6D 441-.96 _N 49S7 N o .bo ° ' ° NO. 17-Soo 5/5/ > / . 6`l"7. 73. FT. N 1%�, - 153.DD �t 0..251 /acs zOO FT. i a V Lo.TS e / `0T. .... z UDD2 FT• t / LOTS @ 1D,CCO FT.Z � Do F• AL.OT - T 12,753 e * t/tuN 12 IN. /FZ 0.39..Act;e 6 Accte = 5'2FTl to BAs IN C' v��lDil -Ovv�E Tth P,vor 4 1 hlo. 125OD / 5T0S= w1WATER DKAIi4AG€ C/sLC•6lL /:TIONS - 000 - t 1000 - (caoP -/ ._.__.o..- — - L OT pgwGS P` �w�rEF woos 21 6D4t_3.O:OD -= 1 Q - _.. -G ft. A55 IG ,4li - slG..o.: 11 z V2 11V. � 2 I N .F-r • FT. I z 00. - 0 T 3_ztx›.7 _13A S I ni C MuokLot — UN kt)t,Thi SlosanwATES LSMNAG Cr-d-cuLasTicthi:,..; 1 — 2.000 r T. -too° / ‘1 @ tDoo FT. o0o FT. 2. LoT A VAte12-VICAAS. 131 -i- 4 - 19 I • " 1- 0 _8 " 5_71:0.1g.A.G,E_.g (32 u.tg a 22- im 7 L I , ----, r ... . • ~ • • • • • NO. It 2.0 0 6 / 5 0 -2 - (K VA) A — 2y ao ?T. - 4) . Ac-vit FT. • • • BASIN C4�� 208 SToKA6E REQUIRED z i _ VY\ DILorn . - fH ADOiT%onl 5 D - P.INP,G$ CA1 -CUl ATI�P•15 2000 Ff• Z — 8000 _F�? LaT SS, - 8000 = 4n / 6 6 4 F V 3 �. / ACK6 V No. xi_ sOo 5 i 5 /`I' - (KvinA) 11 B 0\1 LY 17_2- l e th.N'T . t (4'9 O9 *1 (Is) = 3 0 8 . 5 .1)2 _ ei .:2_ lok 99_39 — IC (2.0) - 21 . . • -;:: 2 I 6 . 8 8 ; :: - + 4 1-3cl I Crr)(45- -a. loo ru / krwev.r..v■o‘kr. 635- + 3 000 9 _ . A GICASS = . k 4 1 - 5 C 9 3 "2— 7-7 S F-r IN. •S PkGS F tr 0- 150 o e° e 0 `1S Z1.4 7-S-1-11 e 0 - 5g r' r ' MIDILDME - ADDITION .5:Tok.rforiKT ere- IPP-foi\le-,GE ciaL---c-LAL-Kitoks 5 9 S T: — 0:06 ftc 70 @ O. ra o (1 7 - 0 )(teoly--• Ss. i3+ 39t(isy-t---5 43 el 70 11 0 it 5 C>D 32 - 2(0 — O-{-3S - YY\IDILOw1-. 1TFi po)pt"floN SToFmwralu. DF<A1rNAGE GALCULATtGr1� agvss- secTYoNAL AREA Of SWALE ( ( = 1.9 0•91 6gAD1; AND .l..rcN6TH OF SWALE IF G Igo ft AND. t 1.0 ° , THEN SWALE ¥IA`I E. CONSIDERS.D FLAT 1 y5 pww05 4.pT COU121 � 7P. " 1893 F-r @ o.96' = 18,9.: ✓// L'°S.6.('F)' 94-.24, FT. @ G. $G °/° — 16 .7.. 113 .7 ✓ 161. 19.FK.✓ B_STDCLA.�aE_._R_EQU\KED.'• 2o$w. ST = - 26 S I — T(PE A DP-YwEI -L -1 Ig3 FT'• STORAGE (0• =, c-E$ owl S•TogAGfi _.A.VA \CABLE y ^ - 1 F MK 1.98 FT? z 1 t2s5oo S /7) 9 i a (KWM) FT. ••••••••••• , H IvItt)14-0M isDPIT I oN "2oe" 4s4ftCpc.L4 lot 13e- CAtereig -foe cr PC<■ritorii7:1 0.1167 FT./rT. - 41-Le , :=WA4g. si-ope • Ifrc " • miTorn • .. 5 RO fa. S fat: CT N F4t TN ::VikLE • r ••■.‘ c/Fr• • • -t-ZSeco 'co 6 ti o. ze.4 r- 0.11 DATE = 5/R/92 DESIGNER = K W MCMULKlN BASIN "P" PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STO*MWATER. DRAINAGE SUBAREA 1 = .22 .ACRES' • SUBAREA 2 = "13 ACRES• TOTAL AREA = . 35 ACRES COMPOSITE RUNOFF COEFFICIENT = . 621428571429 OVERLAND FLOW VALUES rt = "15 L = 0 ' N = . S = .009 . CHANNEL FLOW VALUES • L = 254 , Z1 = 8^6 . Z2 = 7^3 ^.N = . B = 0 ; J = "009 TD = . 267 COMPUTED VALUES DUR = 5"0o Il0 = 3.18 010 = D8. RATIONAL FORMULA HYDROLOGY SUBAREA 1 RUNOFF COEFFICIENT = 9 SUBAREA 2 RUNOFF COEFFICIENT = . 15 - DATE = 5/8/92 PROJECT NAME =.MIDILOnE 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE TEN YEAR,GTORM CALC BOWSTRING CALCULATIOHJ DESIGNER = K. W MCMULKIN - BASIN "U" . , t t Intensity Qdev. Vin •Yout Storage - (min.) (sec.) (in./hr.) (c,f.s.) (cu. ft,i (cu. -Ft.) (cu. ft.) • 5.0 * 300 3.18 . ' :69 278 90 188 10"0 600' 2.24 .49 342 180 162 15.0 900 1.77 : 38 386 270 116 � 20.0 1200' . 1.45 1.4 ' �32 411 360 51 � 25.0 1500 1.21 .26 422 450 -28 30.0 1800 . 1004 .23 430 540 -110 35.0 21()0 .91 . . 436 670 -194 40.0 2400 .82 .18 446 720 -274 . 45^0 2700 .74 .16 451 810 -359 5()'0 3000 .68 .15 459 700 -441 n 55.0 3300 • .64 -.14 474 990 -516 60.0 . 7600 .61 .13 491 1080 -509 65.0 3900 .60 .13 518 1170 -652 70.0 4200 .58 .13 543 1260 -717 75^0 4500 .56 .12 556 1350 =794 80"0 4800 .53 .12 565 1440 -075 85.0 5100 ^52 .11 583 1530 -947 90.0 5400 ,. .50 .11 . 599 1620 -1022 . 95.0 5700 -49 -11 618 1710 -1092 100.0 6000, � � .48 .• .10 • 637 1800 -1163 THE MAXIMUM STORAGE IS t88.0433 CU" ET. .* The time of 'concentration is 5 minutes. The Undeveloped flow out is c'f.s. DATE = 6/29/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER.DRAINAGE SUBAREA 4 = .14- ACRES TOTAL AREA = .14 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .016 = .01 CHANNEL FLOW VALUES L = 227 Z1 = .172 Z2 = .36, N = .016 B = 0 = .009 TD = .1267 • COMPUTED VALUES DUR = 5.00 I10 = 3.13 010 = .40 QA = ' .40 Cu F-t5 OPENING T L'OW POINT e..12. 0 3S 40TH Cou,p..T 1 ‘ = 6" = Hetcwr oV cuRe = 0.11.61 DE.Ft-t or Wkraiz = 0.40 CPS FLoW RATIONAL FORMULA HYDROLOGY . DESIGNER =-K W NCMULKIN BASIN PAVT. SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 0 0. 40 3 0 3. 081 241) SA"( H 0.1247 • 0.5 2 .1 f FOR ON 1>e?gir-ssioN wip • 6 IN, DEEP ■ 0 0 40 • f\VENUE CugB v PRor . LIrie 95.oc 13 DF'AINAGE EAS Mt;NY SEE DETAIL "Hu ., ICWE.W AY . 4 • SEE DC'S AIL "B . G 4 - - y tr46 5ETgAC1.C. 75.0o MUNE 7 ADD o LOT ,W W BLOCK 9 6 19 GRAPHIC SCALE (IN FEET) 0 10 20 40 = 20' r,„�,aw iuro t impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS • N.909 ARGONNE ROAD SPOKANE WA 95217 PH 920 -1772 3, u O CONE LE `W CEMENT CONE DRIVEWA 6i Lti srls R/w eta- Carb c. A t5 St d d r _.- _DETAIL- _:..D TYPICAL SECTION: DRAINAGE LOT 4• -, BLOCK STA..41 IB 4O . TO STA. 1425, UNION ST.' • / 13 4P7171.17 1 001 _. • T ..APRON FOR.. . :SLOPE I Ii:l. : . DOWN FROM au WIDE - X...4 ; { I- "- ---'Li 1'-1 CURB --d i 1 // urbC }ice\ f� I CAS P HAL T Z� I , 14 ' SLOPE BREAKS ' = 11 ' -- DETAI •,.,G :'.;_. 'TYPICAL. SECTION :. DRAINAGE SWALE AND DRIVEWAY ... rs. ,. NO SCALE 1` R/W „ '18 10' la 13 1 • PLAN R/W E.TAIL. A_ 111 0118 I t i Y Asphalt Gencrata Pavement Elm 'B', a Cowp.ated Depth " Asphalt Content 344 t: 6 4t • E BOTTOM 8 CONCRETE CURB TER 1 4 DEEP CURB CUT NORMAL SWALE 510 EYE orTom JJL v •hI OPE MIN. /.3:I SPCA mvuo {ROM TOP _ 25 • .02TB Iii 4 Crt l, Surf oding Clot: C G• Con Footed Deptk ` (w4 P.OT. bpac) PI CAL: ROADWAY'; ;SECTION r t:;. NO 'SCALE '. • . Top CURB lfI PROFILE MODLOME TIN ADL IWDW' DlAIRME DETAIL Ib t T •7111',ON _R /w S oo U GER LING ..' s..tc - ' • Dv Swale : Top of Sod , ' Swale srca: t. be soddad b p ucF :hone balLiar. • ETAIL - Y'' !CAL DRYWELL LOCATION "NO SCALE 10.0 Abler 1DRYWELL: DETAIL: TRANSITION IN. CURB AT DRIVEWAYS AND CURS OPENING, LOCATIONS. DRIVEWAY ? CURB OPENING. VARI DETAIL_ -. E. eft ..•11 .1 N DRIVEWAYS G'! CURB OPENINGS ( n TYPICAL' SECTION:,BERM ACROSS DRAINAGE SWAL E NO SCALE R ' Alato . WITN WITH • GRISS 50D • I:I_.SLOPE,MI1.1. /,3:1 SLOPE; MAX„..... FROM woP OF Beam To BOTTOM or S\TALC I:I MIN. SLOPE' 1.3:1 MA/..SLOPE 0 W Ctmonk Con 6 ptK.nc Co -DETAILZI Sheet 2 of 2 r....Nw 144e ititpson Engineers, Inc. 'CIVIL OK:A JLERS & LAND SURVL779RS • N.900 ARCONI1E ROAD SPDFAIIC. '3A. 9,7.212 Fil 570 -1722 bliDLONE !l N &D D; LOT. 1 [ L © O re c- EXPIRES 7117 93 20.. f Dundad I946 " - u pset! Engineers, Inc. CRIL ENGINEERS k LANG SURvEYORS 4.909 ARGONNE ROAD SPOKANE WA 99212 PH 926 -1322 R/w 10' I 1e cagy DETAIL_ " D" TYPICAL SECTION: DRAINAGE SWALE • LOT STA. 4 +I8, 4Ot1 AVE. TO STA. 1 +25, UNION CONCRETE APRON FOR LENCTw or CuRO col' CURB 2 W W 4 13 10' CEMENT CONCRETE DRIVEWAY 13 R/W 11 DETAIL. A 5 5 .o1IB 1' 18 10' 8.5 I l TOP OF ORNEWAY i __ 4' O.IIGT FT /Fr D '1�F 1 f SWALE BOTTOM SLOPE 12:1 Down FROM GUTTER 12 WIDE k 4" TH1cK i / lcl,rb Cut lN / wr«es / 2ASPHALT -++. I SLOPE BREAKS PLAN R/w 8.5 H NORMAL SWALE 5 WPF, .... Z( .03 o.owT p t' I CONCRETE `SWALE OOTTOM CURB LI:I SLOPE MIN, /3II SLOPE, MA% PROM TOP OF DRIVEWAY To 0oTTOn or SWALE 0 II DETAIL G. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE CONCRETE CURS Aspholt Concrete Pavement SWe Chess '15 2 Lam p. cted Depth Cement Concrete Curb,TSpc X "' Asphalt Content 33,•to O. Vi• Spokane Coants St.nd.rd (w. s. D. o.T. Spac.), , , Crashed 5 ■rf.cln5 « Top Corse G' Compacted Depth (w.5.0 -DT. Spec) TYPICAL ROADWAY SECTION : NO SCALE 4 , BLOCK ST. Top CURB 18 1 4 DEEPCURb cut PROFILE 111 1LALC)f lJ A,l E401.rl© LTV /I:iG G?cl 11 K Id 1 o W E SAAB. Dratn.Se Swale : Top of Sod $wale area to be poadad b0 sac■•ho.ne b.aWCr. DETAIL C TYPICAL DRYWELL LOCATION ' NO SCALE / / t kr-DRYWELL DETAIL Ci ea DETAIL:' TRANSITION 111 CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f CURB OPENING GU LWE ORNEWAY5 o." CURB OPENINGS c," DETAIL F TYPICAL. SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH OERM(3 WIoc AT ToP) COVERCD WITH GRASS SOO _ , DETAIL E ` 1 3 I m l /J / /su /u2 it 5LOPC I1a. /3:1 SLOPE', MAX fact-115P or bCRM TO bOTTOM Or `r.WALC 1:1 MIN. SLOPE 3:1 MAa.SLOPE AIL: /1 '+ i axpst , n EnyiUCt I'S, Inc. EI11L I:LGCCCRS .1. 1 AtiO SURvC OWL: 11 S3' .R fCA:, GRAPHIC SCALE (IN Fir 0 .10 20 1 J i AT Gl6QOLLOM15 TTK ADD. LOT 2, MOCK 40 ipson Engineers, Inc. `- Civil ENGINEERS & LAND SURVEIGRS " „ N.909 ARGONNE ROAD • SPOKANE. WA J5212 PH S26-1322 ‘. I�. 'W Ccm1..T Concieie Curb ,T • A Spokane_ Counts Standard u . DETAIL_ D w TYPICAL SECTION; DRAINAGE SWALE , LOT 4 - , BLOCK STA. 4 +18 40111 AVE. TO STA. 1 +251 UNION ST. TOP OF DRIVEWAY' ■ • oAi'T IF = FT • � CONCRETE APRON FOR LENGTH or CURB CUT l2 WIDE 4" THICK CURB E 10' 3 ' Rho O.IIro Fr„r to DETAIL �AI TYPICAL ROADWAY SECTION : NO SCALE R/W ot16 l I y1 411 SWALE BOTTOM /IcurleC„ t IN / wr,es N / / 2 ASPHALT'Z� \ I SLOPE BREAKS ' PLAN DETAIL'" Asphalt Concrete Pavement 'Class ' B.Z Compacted Depth Asphalt Content 54.4.• to 4.'4% (w.s.D.oT. Spec.) Cr ..Shed 5urfacln5 ,Top Course — G Compacted Depth (w.S.00T. Spec.) . SLOPE 12:1 . DOWN FROM CUTTER 0 CONCRETE CURB .oaf Vt rFi DETAIL Ca. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE RAN 10 CEMENT CONCRETE DRIVEWAY 13 NORMAL SWALE SLOPE 8.5 -SWAL E OTTOM `1(1 SLOPE, MIN. / all OF DRIVEWAY. TO mognI©v'Jrr Firm RIDDRh1if�PJ • e ft: DEEP CURB CuT L CONCRETE CURB 18 M SLOPE, AX fROM TOP 130TTDrl of SWALE 1 PROFILE TYPICAL SECTION 10 R w au -14ca LINE lo t s to • y I.s r - _ y 4T II FT' CC 5 nalo . Drotneoye 5.ralc : Top of Sod Swale area. to be toddad b each home b+aaar. DETAIL C TYPICAL DRYWELL LOCATION NO SCALE i t DRYWELL DETAIL B' DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY A j CuRf OPENING 2.0' /1 Top CURE) TRANSITIO V / VARIES IL I DRIVEWAYS /a' —CURB OPENINGS G" „ DETAIL F BERM ACROSS DRAINAGE SWALE N0 SCALE TOP._OF EARTH, UERM (3 WIDE AT To P). COVERED WITH CRASS SOD I:1. SLOPE,MIR./ 3:1 SLOPE, MAN tgOr TOP OF OERPI TO bOTTOM O{' SWALE. DETAIL E I � I :1 MIN. SLOPE X3:1 MAC, SLOPE ■ ): R1: t hi .2 I . y, 17!i'1SDl: Inc cv1 I:Mal :LL1:; is ■ ,I SU[e.trC4 I: q.,19 ,LRI;o u:E ROAO . ..'l '.n :, __ _ i .,T _____ _____ O 1 � � j -<d o c. n �i aL • — G � J . 00 1 . th-3 . LOT MOM 1 • • • GRAPHIC SCALE ON FEET) 'D 10 20 a.ava 1546 5 timpson Engineers, Inc. CIVIL EiIQIPIEERS rc LAND SIURVEYORS N.J FY.,GOIi[ ROAD SPOFANE, k'(. 95512 PH O7G -l3 2 mAf 2 W Z U Cement Canon/me Car b ;T Aspha t Concrete Pavement Class'I , 7." Compacted Perth Asphalt Content 5.4.4t• -to C•16"- Spokane Coanty Standard (w.b•D.oT. Spec.) Crushed Surfac',n3 ,Top C - 6' Compacted Depth (w•S.DoT. Speo.) DETAIL D w TYPICAL SECTION: DRAINAGE SWALE , LOT A- , 'BLOCK STA. 4+18, 404!' AVE. TO STA. 1425, UNION ST. 10' 13 f' /w TOP OF DRIVEWAY CONCRETE APRON FOR LENGTH or CURB COT 12 WIDE K 4" THICK CURB 10 L IF; 18' 10 • —II's �o? Alta fl. /Fr. .ox'16 rt /p 4p I T al ttifv. .b...„,,, • �. L. •/ / E alc Oce.1nase 5.+ale : Top of Sod Sr.Le area to be sodded b cach•homc b..:Ber. 'TYPICAL ROADWAY SECTION : NO SCALE R/W 8.5' 4' gym, O.o1L - 1 — Fri DETAIL A SLAPS BREAKS PLAN 25! DETAILc.'. H" zS R/w Se% I f tl f SWALE BOTTOM 0 SLOPE 12:1 DOWN FROM CUTTER 0 p CONCRETE CUR@ DETAIL Ga TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ID' CEMENT CONCRETE DRIVEWAY 13 NORMAL SWALE 5LOP[1l \ .CONCRETE SWALE BOTTOM CLOSE. CUR • • 8 1 ef t ; DEEP CURB CuT y� PROFILE LI:1 SLOPE, MIN. /3:I SLOPE, Max FROM TOP OF.PRIVEWAY TO 8OTTOM OF SWALE 1' 11 „i �) I1 r LJljj f � � L TOT' Ul jC, /,.`\ 4� i 16101 'lJW >>81V ��� I alU1�(l� l 111. DETAIL 13' w DETALI_ E 3 DETAIL C TYPICAL DRYWELL LOCATION NO SCALE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f CUR OPEIUN4 Cau'I'�CR c DRIVEWAYS 6 CURB OPENINGS .r „ DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP. OF EARTH BERM( 3 WIDE Al .TOP) • COVERED WITH CRASS 500 . m \e ,I III I >W 7lilS P` Ll$ 1 5LOPE,r1IN. /3:1 5LOPC, h1AX Isom -rob' or LEUFI To u4Trom OF `•WALE. 1:1 MIN. SLOPE 3:1 MAf..SL.PE a "imp5ur:Enguwrl:, Inc. f.l!',I rr I 1 RI'C u 1 PRC. II V r . 1'if ROAL1 ',rC, .;::.. , 4 ?h `1a.:7/ 2 !! :.° t ADO. 1001 EWAY.._SEE.. DETAIL. 8 ".( B(\` <RL.L D«YWLL!. \ ..Top of Grate. ?_011 0G \ see DeTP.tL "Cu 0\ \• \ \ \ Me \ .. L- \ \ f \ \. .,\ \ 0_ \\ \ ,\ c r • v \ DOUBLEARREL DRY '.ELLS ToP_F ,c YLA.T 1 ...'200 _O \.:_.. .. S.EE_ DETA1l: ��C ... ' < • \ • i \ \ O IX 0.6 _cUS,.5EE PE TAIL A , r f 1 O 0 2 0 'Yiuepsmt h'vyinser"s, inc. clot. ENGINEERS k LAUD SURVEYORS ' N.909 FRU1f:NE ROAD SPOKANE. '0A,:l51I2 PH 926 -1322 a 2 Ll I t 13 Same. Cement Canc.-Etc Cure Type Seek-see County Si.nd.rd DETAIL D /, TYPICAL SECTION: DRAINAGE SWALE; LOT 4, BLOCK STA. 4+115 40TH AVE. TO STA. It 2S UNION ST. 10' 3 TOP OF DRIVEWAY P.IIroT F /F CONCRETZ. APRON FOR SLOPE 12:1 LENGTH OF CuRe CUT i2 WIDE % 4" THICK. -DOWN FROM GUTTER .5 5 CURB —• 1 1 /d' Cu}IN / / V.-,e5 � N ., - ASPHALT'Zn \ ID' CEMENT CONCRETE DRIVEWAY R/w 13 R/W PLAN 2 Asphalt Concrete Pavement Liss ' B, Z Compacted Depth Asphalt Cont en* 53, /• to GVI' Spec.) Cr,asbed Sart adn5 ,Top Coarse 0' Compacted Depth (w.s.D.oT. Spec.) TYPICAL ROADWAY SECTION : ohTsi - I F T / FT • 8 n T .._. -. DETAIL A SLOPE BREAKS _ f 113 • • ' / 0.ETE CuRB' SWALE BOTTOM of DETAIL t G DETAILS H•r NO SCALE 16 ToP CURD TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W B.5 NORMAL SWALE 5LOP1L 1'S 0014.1 F T SWALE BOTTOM d DEEP CURB CUT CONCRETE CUR° H `l :I SLOPE, MIN. / 3'.I SLOPE, MAY, -FROM TOP OF DRIVEWAY. TO BOTTOM or SWALE 1 2 PROFILE L/ U H 1, i'' LA1 r V - ij 'M lr, \I rh•1 U L/)L; II LA ILhv Cau44crt LINE 13' IG t mat Saida Droanase 5wate : Top of 5,..a s Smale to to be amdad b wcl+ tonne e- Alder. • DETAIL C TYPICAL DRYWELL LOCATION NO SCALE 1rDRYWELL . DETAIL 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ?CURE OPENING VARIES . DETAIL E 3' 2.0' TPAMSITION • DRIVEWAYS Ca CURB OPENINGS Co DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM (3' WIDE AT TOP) COVERED WITH GRASS SOD I:I SLOPE,MI1.1. /3'I SLOPE, MAX FROM Top OF BERM To BOTTOM of SWALE III MIN. SLOPE MA/..SLOPE -t aid- A- S /G:i :I. 2 I p imps. 111 f�1llCCl;', �llL'. • OIV11 „„,„:,.,,,s r' „v. SUIr,LYC.IL'. 352i' 'ii ) ^f. - LO • LOCK 11 Lr / • a b • - "> "' \ . • O -( / / / / / / / / //\ Z \\ <'f G / Y 4� / / 1� \\ l G am' , /J / / / 'I / Vii\ / O - // `ten i/ / //UJ /P %' • GRAPHIC SCA! /(IN FE 0 10 "20 40 20' , Fu.rasd IS4a Vintpsmt Enyineers, Inc. / GvlL ftiGII CEUS r<-LAND SUR`.ErORS f1.90S A2ctII:PIr ROAD • SPOKAI:E, "Li P14 52* -1322 • W .10 �� I ,O' 16 I I G � � .w �� I 2.4� ,I.S - DQ . O Zig P\. /Ply 2E! i 4 5' 1.0 r ] -- \I4'1 1 ��C ('i9 nrir,GT� Yau'91MxY14`.� Soak. Asphalt Concretes ?Avemtnt . 5�cic Class 2 Compacted Depth L Dr o lm a Swale: To of Sod Cc cnt Con . e Curb :Type ' Aspbalt C y>>r• to 4'4T• / / 1 .ICs . TO be >addad b Spokane Co,'n's Standard (w.s.o.o.T. Spec.) / Swale a ma boUder. Crushed 5urfacing / Top Course. 4' Compacted Deptb (w -s -0AT. Spec) Ij Rh. DETAIL_ ti 0" TYPICAL SECTION: DRAINAGE SWALE; LOT STA. 4 +18, 4Ot!' AVE. TO STA. 1 +251 UNION 13 TOP OF 0RIvEWAY -. 0.0 `_ -lit/ft / CONCRETE CURS 0.1167 FT /FT N COCRETE APRON FOR LENQTH or CURB CUT DOWN FROM GUTTER CURB 2 E U 10 CEMENT CONCRETE DRIVEWAY 13 TYPICAL. ROADWAY SECTION : NO SCALE R/vJ DETAIL A ) 5' . /I V e5 A I . � - ASPNALT'Z. 1 NI IL SLOPE BREAKS J PLAN DETAIL-c." 1 Hr ft f SWALE BOTTOM SLOPE 12:1 3.5' 0 or -0 4 ] BLOCK 1 ST. 0 E TAI L Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE SAN NORMAL SWALE SLOPE, SI ` SWALE BOTTOM SLOPE, MIN. /all OF. DRIVEWAY TO WatALDNE 43/40611I10 1 CONCRETE CURB a' /6 DEEP CURB CUT SLOPE,MAn 'FROM TOP BOTTOM OF SWALE 25 TOP CURS PROFILE DP; e� r ,�I d .. - L G 1 L y_ tii1U�1ra8GVGal*iir I,,: il.yl KA. DETAIL_ C. TYPICAL DRYWELL LOCATION NO SCALE G.u44cr& LINE L DETAIL Ci e K-ORYWELL _ J DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( Cuu2 OPENING TRANSITION DRIVEWAYS 6 CURB OPENINGS G DETAIL F" \lN TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM (3 WIOC AT TOP) COVERED M,'ITH GPASS SOO l/i /urn /_ ... vl�ul, III `alllxll a1,1 - /// ' S/ //� 11 YI /11111 � �II1 0111 1 SLOPE / MIN. / 31I SLOPE, MAO FROM TOP OF BERM TO UOTIOM OF SWALE DETAIL_ E I:1 MIN. SLOPE X3:1 MA4. SLO PE n.. „Imi 14+1. • it p lan L11111ael./S, (rte CI`fl CNCII:1.15 +5 n 1 AND SIIR4FYI'RS li 5 Pro:o:;NE P OAD - - h.,,,1 _ of Q J <P / G ,' \/& /`�� • • n , zo Fr / LOGNr. ADD, .LOT. ©,- 3LOGt3 i • • • FEET) .,9v 1" = '0' ' iu F ,'nijineei&, I nc. 11.90? ARGOI.:11 F. ROAD SPOKANE.. WA 5 ri2,1-132? C j 1 T C . s�k Aso all' Concrete Pav ement S..a1e • CI . /S . , 2 Camp. Led Vert Cement Concrete curb Type.— Asphalt Content 53..•to 6 S t . - Spokane a County Stad..rel (W.s.P.P.T. 5pec.) / 5.5.....1e. o rc u to be 4 each home b��lee Crushed 5urf•c'mg ,Top C O Compacted Depth (N.S.POT. Spec.) DETAIL. "0" , TYPICAL SECTION: DRAINAGE SWALE LOT A , BLOCK STA. 4 +18 401.2_ AVE. TO STA. I +251 UN ION ST. 13 It/w 1,.. IB IB Il 10 --Ils Doti one ♦r/Ft. •Orn P7/Fr s. �er _ : »�._- R/W DETAILS • H" TYPICAL ROADWAY SECTION : NO SCALE 8.5' II.5I 4 >-0 ` / Tov OF ORrvEwAY, I� DETAIL: TRANSITION IN CURB AT DRIVEWAYS y • o - oT� ' r - IFVn ° ' 16 i Fr /Fr FTj coNCRETC AND CURS OPENING LOCATIONS CDRB SWALE BOTTOM DRIVEWAY I CVRIJ OPENING 2.0' 2.0 Top CUR ^ TRANSITIO N T{WUSIYION VARIES - •1 B DETAIL_ .4 SLOPE 12:, LENGTH OF CURB CUT CONCRETE APRON FOR /'DOWN FROM GUTTER 12 WIDE x 4" THICK 5 5 / I / urbCut INN I ver leS I I-ASPHALT - a-- SLOPE BREAKS PLAN DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W 0 1 2 3 L Ll r _ 10 ' 8.5' ,. t: DEEP CURB CUT 4 NORMAL SWALE SWP 1 I LI { - O O.OWt Fi T om , ; F( CEMENT CONCRETE CONCRETE DRIVEWAY SWALE BOTTOM LURe LIt1 SLOPE, riot/ 3t1 SLOPE. NW( FROM Top OF DRIVEWAY TO BOTTOM OF SWALE z5 L iigAlLak d u'`u'Id A' i >[l m ll;'9 IZ /w 13' 1 DETAIL ° C." TYPICAL DRYWELL LOCATION NO SCALE DETAIL 13 TYPICAL SECTION: 18' PROFILE Cau4'1-ER LWE DRIVEWAYS Co CURB OPENINGS (o DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH 13ERM(2 WIDE AT TOP) COVERED WITH GPA:S 50O I LL 111 _.p1 I n L 1 :1 SLOPE,MIN. /3'.I SLOPE, MAW FRom TOP OF BCR..1 TO bOTTOM QV SWALC F. .DETAIL E 1 3 I t 1:1 MIN. SLOPE X3:1 MAY-SLOPE 51Iti22/ -/.45 uupsur: Efululects, Inc. CnIL. D c.Ll:i.CI n L4P 5li1e,L .Oi %`. II 'Y1 H.i%il 95'r.I? J 5 : -I OCK / / / / / / // //>,(5 / % / / / GRAPHIC SCALE (I4 FEET YAM I EXPIRES 7,17/ 9.3 O ( / C / ', / / / / // • / 5 ' inp so rc./,07,146 • g in /kngi'ueers, Inc' cjy( Er:GIIQCR$ i LAND SUR'XYORS N.9» I ARGONNE ROAD P fiI WA 6671 ? PH 546 -L' ?i 1 s...0 R/w Cement Concrete C..rb,Type. A SpoKone Co..nty Standard 10 13 TOP OF oRIvCWAY O."7 Fter CONCRETE APRON FOR LENGTH or CUfo CUT 12 WIDE K 4" THICK CURB F 10' 13 25 DETI.\ILc' .0118 fl.F TYPICAL. ROADWAY SECTION : DETAIL " TYPICAL SECTION: DRAINAGE SWALE, LOT 4 , BLOCK STA. 4 +18, 4018 AVE. TO STA. 1.2S UNION ST. R/W 8.5' ■ DETAIL n A 1 .•.. I 1 --� `: /�curo cut J\ \ / WrtcS \ / / r aASPHAI_T'Zw N 1 SLOPE BREAKS PLAN NO SCALE • I i O. CONCRETE CURB SWALE BOTTOM SLOPE. 12:1 /DOWN FROM GUTTER R/W 8.5' N It DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE NORMAL SWALE SLOPE, CEMENT CONCRETE DRIVEWAY SWALE BOTTOM Asphalt Concrete Pavement — Close p Z Compacted Depth Asphalt Content. S • to 6Y (w.s.D.PT. Spec.) Crushed Surt•cn ,Top C 6' Com.paeted Depth (W.S.DoT. CONCRETE CURB .OL]ly FI , F 18' ICI SLOPE, MIN. /3'.1 SLOPE, MAA FROM TOP OF DRIVEWAY TO BOTTOM or SWALE 19 Spec) 6' DEEP CURB Cut 1 as' PROFILE WiJ1JL,i;L1' Uir /VA L [ nii*1 l:" E<AIIP.I ;i [ Lie] il- Ui R/w G84 LINE 13 to b r I Y SANT' 32 `nACEn.< �WYy.(y!{a' w $CJs Dralnaye 5nele : Top of Sod Swale area to be budded b each•ho.ne b -Agar. DETAIL G TYPICAL DRY WELL LOCATION 310 SCALE DETAIL n6F DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Curk OFENINC DRIVEWAYS 4" CURB OPENINGS 0" DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH GEa1-1(3'veioE AT TOP) COVERED NIITH GRASS SOD e`IJ c�P •1�l2m at 1113 SLOPE,MIU./ 3 :1 SLOPE, NIA), - .. __ FROn TOP OF UCR14 TO bOTTOM or SWALC 0 84 DETAIL E F I � 1.1 N.SLOPE 1 3:1 MA,..sLoPE /iF3 /US / / /al i= a' slR%/ /mod%_ l b. oaf o of ., 'e inlp or. Elt rr's, 1uc. CPd. llGil. %1.R$ & 1 id ID iulkYIYC•kt. I/ P A' : NF PoPn 3' Coy& Cur 4EE DETh LQ� W 0 2 W Q 1- O Nt The _.0F.c -r T,E._2011 E, SEE _ —____ DRIVEWAY_ SE 211 {EL.,D R'{W E_DET'P IL X61 a. PL,1r Lfl • =LL rt 2 1- g IJ IL 0 0- livithE 7/T r w 1) 4 Ill In ,o Ni- P � 4 I- 70 0 w (0 0 c 32_ 114-37 ©I i LOCK 2 40 COURT - d 7 c0 ° 1 13 DRAI h1AaE -SEE OE y PROPEK T LINE — w 70.00 EASE NI E N -r „ 1 „ I3uiuoll -v3. St 90.00 ' 5Octae.. oo E Tn 1 .1 I) GRAPHIC SCALE ;IN FEET). 0 10 20 . 40 1" = 20' LI to Ln 0 s CO U) 1 1 6 i impson Engineers, 1 n 4 - CIVIL ENGINEERS e L AnD SULVEYORS (1.9O0 :,PCONNE ROAD i SPOi(AIIE 1•4 91792 Ph 926 -1347 13 to 7R 4x1�a . Sl tRt - I Erase Cement Concrete Curb T A Spokane_ Coanty Standard DETAIL D TYPICAL SECTION: DRAINAGE SWALE LOT 4, BLOCK 1 STA. 4+18 401—" AVE. TO STA. H25 UNION ST. TOP of D0.IVCWAYr, p 0.0,4.1 FT iF CURS 2 W W 4 W 10' 13 0.1167 FT /FT LENGTH OF CURB CUT ID' 13 tt/w 2S 2S IB .. IS Id I ID S .. ... a x�c O . il � �Sr r�r Wr • Asphatt Concrete. Pavement 6 / I Smite l� Dro ;na :nage S.+a1e : Top of Sod S..Ic a re_ +to be sodded b each•horne. ba:Wer. Crushed 5ur4•cln5 ,Top Coarse- G Compacted Depth (W-s.o.oc. Spec) TYPICAL. ROADWAY SECTION : NO SCALE R/W 1 II DETAIL A CONCRETE APRON FOR SLOPE 12:1 /'DOWN FROM GUTTER 12 WIDE. x 4" THICK / Y // � • Icurb Cut n IN • var N '' • 2 ASPHALT— _______N_I SLOPE BREAKS PLAN 8.5' R/W DETA H 8.5' Is p tlf SWALE BOTTOM 0 x ❑E TAI L Gz TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE NORMAL SWALE SLOP I • CONCRETE CURB 8 / 4 • DEEP CURB cuT CEMENT CONCRETE J T "I CONCRETE CURB DRIVEWAY SWALE BOTTOM N4:I SLOPE, MIN./ 3:1 SLOPE,MAo -FROM TOP OF DRIVEWAY TO OOTTOM OF SWALE PROFILE L9 ALGG E 7/ V H otV`1im L� V" sG';,ml.Ii�6 llr tL { Y fthDtL GU-l'}ER LINE L _ J DETAIL 13 W DETAIL C TYPICAL DRYWELL LOCATION • NO SCALE Le—ORYWELL DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURS OPENING LOCATIONS DRIVEWAY { OPENING 2.0' t ION Top CURB VARIES ORIvEWAYs Cr" CURB OPENINGS 6 _..__.. _ '1 _ ._ a _ _ . DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM (3 wIDE AT TOP) COVERED WITH GRASS SOD I :I SLOPE , MIU. /3:1 SLOPE, MAR FROM Tot Or BCRM TO UOttOM OF ■WALC DETAIL E 1- 3 1 ^l I . I I"I I N SLOPE � : 31 MA S /Sc.//psii1a /a vi I woaai bn.� 6 ipipshu Engineers. Inc. SGR••L':UHS II.•:ll 1 .Ir II:C L iiC , ..i: . SI:I.I:I 2 �: DRIVEW PC TAIL 4oT COURT C . Q ° Fr „ sCINIEKI T ul O S El - GAC K a 100.00 V • fs MI1 MD LOT zz 3LO ©CS l� CXPIRES 7:17' 5 3 . • / r r r • • • • GRAPHIC SCALE (IN FEET) tO .. - -0 aU . = 20' is.e tb'int:pson Engineers, Int. CIVIL EIICII:EERS. eC LAIIC SURVEYORS 11,909 ARCCNNE ROAD • SPOKANE. VIA 9/5212 Ph 926 -1322 Cement Concrete Curb,Typ. A Spokane_ County St.nd.rd . DETAIL_ D F TYPICAL SECTION: DRAINAGE SWALE LOT A. , BLOCK STA. 4 +18 40T0 AVE. TO STA. 1 + 2S1 UNION ST. CONCRETE APRON ram SLOPE 12:1 DOWN FROM GUTTER i 1C WIDE x lo" TRICK 5 LENGTH o CufeB CUT CURB 10 8.5 q• 1_ 0 TOP OF 00.1VEWAY .0141 — FT /Fi 9 O.1 rbl FT /Fr 01 C ONCRETE CURB SWALE BOTTOM W 13 10 R/• 13 o? R/W PLAN DETAIL' H 16' 0r, 5 ' /Ion Cul p vrr FT. M 11 DETAIL. A 2 ASPHALT - a— , NI SLOPE BREAKS R/W 8.5 NO SCALE DETAIL Gz TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE NORMAL SWALE SLOP I S i 0 00141 pi t CEMENT CONCRETE • •• I '- CONCRETE DRIVEWAY CSWALE BOTTOM EL/P46 `I!I SLOPE, MIN. /3:1 SLOPE, MAX fROM Top OF DRIVEWAY TO BOTTOM or SWALE 16 _ox} Fi. F 0�. Asph>IT Concrete pavement • Claw • ti, 2 eo..,p.ctcd Pepth Asphat Contcnf 544•• t. 6 4 1 ' Cw.s.o.o.t Spec.) . Crashed Sur {cc;ny ,Top Court. — 6 Compacted Depth (w.s Spec.) TYPICAL ROADWAY SECTION : Top CURB J 18 1 / 0 • DEEP CURB CuT 6 PROFILE MLA ©JOIE 7/TO i` mV i1 y ©IG'i L,' itid6,94 4:' riFiril4LS o I nil T r c r m.ye 5...It : Top of Sod £watt . .. to be so b tech •home bn.le.r. K w DETAIL. G TYPICAL DRYWELL LOCATION NO SCALE • / � I.e" DETAIL.. 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS • DRIVEWAY OPENING 1 I VARIES &UttER LINE DRIVEWAYS Co CURB OPENINGS !a ,[ go DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP. OF EARTH [jERM(3 WIDE AT. OP) COVERED WITH GRASS 500 1:1 SLOPE,MI.. /311 SLOPE, h1AA . FROM Top of BERM To bottom of SWALE DETAIL E 3' 7 I:1 HIM SLOPE _ x•3:1 MAC. SLOPE - .12IRR I tutpsun GIIjlutccl Inc. I]ViL. I:r cufi,Cr S S I AIIG 1/R.1, ti 11 Cf:1 r .21 N'NDDILS© L II LN G� L 100.00 _— o 0 GRAPHIC .SCALE (IN FEET) 0 10 20 - 47 ^� ^-,, ac� eTi��.a.l! =. 1'F�. . - dr_E. : 1 " =20' fwnJN 19k 5 irnpSOn Engineers, Inc. CIVIL. ENGINEERS & LAND SURVEYORS :1.909 ; RCObNC kit .° 0nEWAI11, W:. 5521? P11 52:3-1321 r ' 0 co :K N ql W d) t13' CURB 13 10' Rim 13 10 Asphalt Concrete Pavement Class', 2' Compacted DePtb Cement Concrete Curb,Type A Aop10.11 Content Sy- to Gi Spokane Co-n"3 Standard (W.s.P.ot. SPee.) Cr ubhcd Surfecln5 ,Top Courac. G' Compacted Depth (3/./ 3.0 DT. Spec) DETAIL u D a TYPICAL SECTION: DRAINAGE SWALE'., LOT 4, BLOCK STA. 4 +18, 40111 AVE. TO STA. 1125, UNION ST. CONCRETE APRON FOR SLOPE 12: LENGTH OF C00.13 CuT DOWN FROM GUTTER 12 WIDE A 4" THICK � / TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE T'F CEMENT CONCRETE DRIVEWAY 25' lfi -- bo _ .0x eo/rx TYPICAL ROADWAY SECTION NO SCALE R/W DETAIL " A I /Icurbeut I \\ I z Vanes 11-/ C-ASPHALTZm NI SLOPE BREAKS PLAN DETAIL I C* RAV 8.5 NORMAL SWALE SLOPE o.oisi F DETAILS H " h 8 .02]b rT. B CONCRETE CSWALE 00TTOM culls LI:I SLOPE, MIN. / 3'.I SLOPE,I -'IA% FROM ToP OF DRIVEWAY TO BOTTOYI OF SWALE 1. 4' Deer cuRb CuT 2S' INDELORL, WIN 1a 1i[<1.611'bi�A 'Ifh LL ; PROFILE 2.0' TMNSITION 10 R/w T n' „ , yFj� Io W S alt Dr'a'inage Swale: Top of Sod S.,ale area Yo be boodad b each home b..:uer. DETAIL. C. TYPICAL DRYWELL LOCATION N 0 SCALE / 14- L — DETAIL. C3 10' 8.5 II.51 y L_ TOP OF DroVEWAY o T'i I t ] /r] � . • �� DETAIL: TRANSITION IN CURB AT DRIVEWAYS ° ' " FT/FR °1 ' RETE AND CURB OPENING LOCATIONS f CURB SWALE BOTTOM DRIVEWAY /A I CURB OPERWC TOP CUR? VARIES au4 - 4ER LINE L DRIVEWAYS (a" CURE OPENINGS C 11 e DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP .OF EARTH .bERM(3' WIDE AT TOP)_.. COVERED WITH CoPASS SOD .. �a {j //3 // 1 11 DETAIL E 3 N / / / / />7/<a// / =J/= ).i. SLOPE ,MIU. /3:1 SLOPE, MAX FROM - rob , OF BCKM To bottOM OF [.WALE I:I MIN.SLOPE 3:1 HAY-SLOPE • jl;dr 2 Oj 2 . 17 1lpSI M Enlltl(I!t 1'S, lie. (CIVIL fTh CIIi11T.O ,h I:dC S11R`.1;;C 1 '34 a30nNC RO.fi u �,. iti :.,, .,5312 Fn i2,,-1!?:;. • I EXPIRES 7117 I I G10111,0 NR 7171 FaD O, 4 7 / d // -- ; 4 H, SE ° C/:`.EMEA/ � - 09-1-\ 1�-1 -' l` \' \S G LINE. E r------__ // \ C - - — 105.46 GRAPHIC SCALE (IN - F 0 10 20 f -aa = 20 l,.,naeJ 1946 5 Tmpsml Engineers, 1 CIVIL Er:GRLEERS c LAND SUP% k.905 ARGOIIIIE ROAD SPO.7.rIE. ':[. 91212 PH 92F-1,132?, 10 • 1 ., -,1 f. _ r 2 W 13 10 Cement Concrete Carb,Type Se.Kane_ Co..nty Standard DETAIL "D" TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4+ 40i11 AVE. TO STA. 1+ ZS UNION ST. 13 TOP OF O0.1VGWAY O. II67 F T /fir CONCRETE APRON FOR LENGTH OF CURD CUT CURB DETAIL Ca TYPICAL SECTION: DRAINAGE'SWMLE AND DRIVEWAY • 10 13 2S' DETAIL_ j1 N,. xs Rio/ lo' IL IB 16 I 10 to e — I`sI'f oti one v./n r .e — I r Iw a Aa'ptyr4w xra , s_al. Dra , nase 5**AG Top of Sod Scale ore.e to be sod•ed b each home b..: dar, + c DETAIL A A>phoIT Concrete Pavement Class '15 2 Compacted Depth Asphalt Content 5 3 4 . - o 44 (W. 6, D.D.T. Spec.) Crashed Sari•clns ,Top C G' Conmpaeted Depth (w.S.P -oT Spec) TYPICAL. ROADWAY SECTION : R/W 4' %IcurbCu}IN I • VRr,cl z L- ASPHALT'a . N. 1 SLOPE BREAKS PLAN 8.5' SLOPE It: NO SCALE R/W 8.5 CEMENT CONCRETE DRIVEWAY C-SWALE BOTTOM NO SCALE y x/rt / �� 5 7 0'TI F/ CONCRETE CURB SWALE BOTTOM • NORMAL SWALE SIAP 0� DO Al F'I Top CUR B ) 8 1 ..-C' DEEP CURB CUT CONCRETE CURB VI SLOPE, mire./ 3:1 SLOPE, MA% fROM TOP OF_. DRIVEWAY To BOTTOM or. SWALE PROFILE n r u 6 ter., ,�: .� F, «�., -,r VOILALIJG�[; r %`�'W /Atoo ti'p©ij hV tlaluJ (si f rl/l- thhL 5 TM N511 "ION DETAIL C. TYPICAL DRYWELL LOCATION NO SCALE DETAIL ES DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CORE OPENING 2.0' VARIES GUIIER LINE DRIVEWAYS C. DOWN FROM GUTTER CURD OPENINGS V 12 WIDE x 4 " THICK 5 5 u DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH UERM(3 AT TOP) COVERED WITH GRASS SOD I'I SLOPE /3 :I SLOPE, MAT . I140I-1 TOP of bcftN TO b0770M OF SWALE DETAIL E I 3 TR&USITION 1:1 MIN. SLOPE 3:1 MAT. SLOPE 0.5 impsuu L'nqulecrs, Inc. r1191 Erizir: "C(IS n I Al ID sl;P. t :°o1:1 g,S3' ARCONNE FCCNO �._ FFri i ,-}I1_ S):ee1 2 of 2 4otk COURT . KIIIDILOME 7TH ADD. LOT 5 BLOCK 2 • i r rTh ■9 O n (0 5 _ _ _ 3Ull_L71 L1c,_ DRIVEW4y s S / (�' ex DETAIL n 6 , .0 4 -+/ 4 / C1 ` g. C.4SEMENT - --' 4 4- 4 7 1 3: 1 0 ■ Y Y GRAP 0 SCALE ON FEET) 1 0 ■ vl • 20 40 1$.1ir _'. 1" = 20' I I - t.rdN m.i : " irnp G'■lyinee•s, Inc. CIVIL ENCII@'.ERS a LAND SUR\EYORS 4.500 ARGONNE ROAD _,_ SPOKAtEI2A SS212 Ph 926 -1322 t 10 13 ft/w TOP OF DRIVEWAY CONCRETE APRON FOR LENGTH OF CURB CUT CURB "'in Fr /FT CEMENT CONCRETE DRIVEWAY 10' 10 1 ' . s ,AdC Conant Contr.,. Curb,Tyra A Sp.k.ne Co.ntO 5i.ndard TYPICAL ROADWAY SECTION : DETAIL " D a TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK 1 STA. 4-t18 4015 AVE. TO STA. I +25 UNION ST. R/ W 1 8,5 O.' 4' y05 L - 07070 - I FT/ rr O f RETE 01 CU RB SWALE BOTTOM DETAIL A SLOPE 12:1 / DOWN FROM GUTTER 12 W I DE X 4 TH ICK / / Ziourb Cut IN / VarieS N / � / `ASPHALT'Zi- -N SLOPE BREAKS __. DETAIL , TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 13 PLAN c 5 , DETAILg H' 16 .oLTB ft./ft 'Asph.lt Concrete Pavement Class '211 7 Compacted Depth Aspha Content Sk t. a 4'• (w. s. v.o.T. spat.) Crushed 5uriacin5 ,14p C d Compacted Depib (ws.o.oT R/W 8.5 NO SCALE 11 se NORMAL SWALE SLOP .5 ': CONCRETE CURB SWALE BOTTOM LEI. SLOPE, MIN./ 3:1 SLOPE, MAX fROM TOP OF_DRIVEWAY.TO BOTTOM of SWALE Top CURB 8 Co" DEEP CURB CUT PROFILE i r IMDELOiats G "V' "CI !`,L)EIIV' IIVA L>>GwVGJ /ALL 17/w S.N. . Dratn.ge 5wele: Top of 5o4 Swale Ara.... be > 06.4.4 b each homa b..;Wer. TYPICAL DRY WELL LOCATION NO SCALE • / k QRYWELL DETAIL_ 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY (CURIO OPENING G.uUGR LINE DRIVEWAYS C." CURD OPENINGS C." 11 DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP. OF EARTH BERM( 3 WIDE AT TOP) COVERED Wn'H GRASS Soo .. Id _DETAIL C I: I SLOPE /3'.I SLOPE, Max FRO, TOP of ULRFI TO b0 MOM Of 4 W4LC DETAIL 11 E 1 I:I MIN. SLOPE ,-3:1 MAV.. >WPE .S lli:0 „ of < .Z ii /L»SO l;uyiIZLCIS O'dL F11[511:LLk� is Al E c147bI/OR7 ROAD ',H.'. SCALE ON FFFT) 20 40 EXPIRES 7(17 9 RaOlv ■ ■ 1 ■ ■ r TVA ADD. LOT 6 BLOCK 2 ■ 1 0 d 2 n rJ GCE DErA,L H•• . 1S °RAI NA■C.E EASEIMI=NT } 75,00 rr PROPERTY LIN -- r r0 nl .SIFIGlc B92CGL_Il{�YW ELL To P_O F _G.PArC_ELEV,2b,a — ;Cr DETAIL. C _ 1 I - GRAPHIC 0 10 W J a w G 9 L E' J N V CUVC CUT : DCTA'L “ A" i •` F,• iulpsrm Engineers, Inc. CIVIL EhC ,v LARD SURVEYORS IL905 ARGONNE ROAD SPOKAII y ViA 9;217 PH 92c -132", Id Cement Concrete Cora,T Spokane Coonty Standard TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK STA. 4+I8 , 4O AVE. TO STA. 1+ 25 UNION ST. TOP OF ORIVCWAY cuRB 10 13 0. 167 F {/F CONCRETE APRON FOR LENG.TN OP CuRO CuT 12 WIDE X 4 THICK 5 5 I r — , /IEurbCut1N varies A N. - ASPHALT DETAIL Cx TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE IOC CEMENT CONCRETE DRIVEWAY RM TYPICAL ROADWAY SECTION : DETAIL_ � 13' 0.0 R/ W 4' PLAN Asphalt Concrete Pavement _J Class'p', Z Compacted Depth Asphalt Content S 64' (was. D.o.T. Spec.) Crashed Sarin. ing:Top Coorsa C Compacted Depth (W.5. D.PT. Spec 8. 1 DETAIL t Al SLOPE BREAKS DETAIL'a" H" J702 f,.,Ft NO SCALE I.5 Fr/PT y h 0 ift CONCRETE R[3 CURB SWALE BOTTOM SLOPE I2:I / DOWN FROM CUTTER R/W 8.5' 11 , I 6 . DEEP CURS CUT ORMAL .WALE PF .5 8 0.014 F' t CONCRETE SWALE DOTTOM CUgg I!1 SLOPE, Min./ 3t1 SLOPE, MAR {ROM TOP OF DRIVEWAY TO BOTTOM OF SWALE B I IOC .PZt2 2 , • 1 Top CURDD) i'� ( a II 'NI ,,A i a, 1Z Slnl(r; r r p 4d, 6aJ4[�VL,I��wdl� 1,' u w INULI���l'�( [>���G';:hUJ��;C. l � ����`iCL= � La�I y Rio/ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Cum OPENING 2. TRAN 5ITION Q 5..Ic Draln.Be 5w.le Top of Sod S...IC arca to be sodd.d b earn hoot. bo DETAIL B VARIES Cru44ER LIRE PROFILE TYPICAL SECTION: DETAIL C TYPICAL DRYWELL LOCATION NO SCALE DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM (3' WIDE AT TOP) COVERED WITH CRASS SOD a Id / IdAORYWELL I: 1, 5LOPC,MI14. /B1I 5LOPC, MAX FROf9 To? OF BEAM TO bOTtOM or SWALE _. DETAIL .1 E 3 -- 1 . m / /I //a � TRAUSITIOI DRIVEWAYS Co" CURB OPENINGS I:I MIN. SLOPE 3:1 MAA. SLOPE Slbekl L of 2 ..r. .,on G.c � im Cil Inc. CI; ".t. IG:(- i:LCRS c .AIIC SUFv£Y0RL II 5.1:■ i9C io)AD . L,.,, A c <l2 -I :... f J oRIVCWAY SEE b-\ DD. LOT =BLMC (J ; 7 E r t3AC lc - DE1 L EL C. 0 0 W N u\ 0 2 lunu.i 15■6 rP 93 --\ /O . 071 _ ' s CE E ASE ���_ .R �Op C I.i ENT R. O LIN `.1� ■b C V R --- .._ .. - CRAPH(C SCAI F (IN FFFT) 1" = 20' inipsuu Engineers, 1ne. CML ENGll'IEEkS & LAND SURVEYORS 1x.605 n.RCOVINF. ROAD ' SP0iK UE. WA 54 7.I1 EN S25_13+? j •ICI, Fer37 plonk. 2 1 W 1 5-- 3 10' TOP OF DRIVEWAY 0.116"! FT /F 10 CEMENT CONCRETE DRIVEWAY F /w to Cement Concrate Carb,Tgpe Seek.nt Coen', Standsr LENGTH or CURB CUT DETAIL l .0 13 CONCRETE APRON Pon. 4 — 070 7. - 1 R/ W PLAN 8.5 DETAIL ] A1 z5. DETAILS F-i RAP/ Sale f'. /f 0� 0.01U Id Abpheit Concr eta Pavement Class 'p 2 tonpact eel Depth Aarh.lt Content 5 - t. Oi (w.s. D.O.T. Spec.) Cr ...Shed Ser4.6ns ,Top Co +rat 6' Compaetea Depth (w.s.DoT. Spec) TYPICAL ROADWAY SECTION : NO SCALE TYPICAL SECTION: DRAINAGE SWALE', LOT 4, BLOCK STA. 4 +18, 40 AVE. TO STA. 1+25, UNION ST. , 1.5 L P. O. CONCRETE f CURE SWALE BOTTOM SLOPE. 12:.1 , DOWN FROM GUTTER 12 WIDE X 4" THICK � CURB -ter 1 /I Cut IN ltrm5 / 2 ASP HALT Z� \ NI NI SLOPE BREAKS 8.5 ee ❑ETAI L Ca. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE NORMAL SWALE SLOP 18 ' " DEEP CURB CuT A •1 1 CONCRETE SWALE BOTTOM CUAB L I' I SLOPE, MIN./ 311 SLOPE, MAX. FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE 2S 1 ToP CuRB , 3 PRO U�9LuP 0 fir. 7/ 'IC I ID ID ll rirt -;\ 4 /sru,l/ /36 0 K /w 13' . Ib 3 r tn Yl LL l� I]l] rinl LtY S.m4 Dro:nage S...le : Top of Sod So.Ie area to be >oiiea 6 eac'n hone Baader. DETAIL l G TYPICAL DRYWELL LOCATION N 0 SCALE DETAIL 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS .A N0 CURB OPENING LOCATIONS DRIVEWAY f CUR2 OPENING Cw }IER LIRE DRIVEWAYS (.' CURB OPENINGS C. DETAI l F „ L. TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP,.OF EARTH. BERM( 3'.WIoE AT. TOP) COVERED .h'IT LPASS SOD "III 11151l1 9LOPE vN. /3:1- SLOPE, max. _ . FROM 'toy of bCRM TO bOTTOH OF SWALE l u DETAIL E I 3 I:1 MIN. SLOPE X3:1 MA %. SLOPE zuI D1 = 57:BGl 2 bosun Eli;)lltL'cl'S, CIVIL GIGII:CCRT k I .1 a�: £ %PIPES 7 q3 : 4. MON o c v2� r se Ac E- • O \ W OQY WE 1- .., T P of 9 F Ge \` _ \ ems \ T q 1 col ° �= c am \e k.7 O \ ° il ' d S G'. �� -- U N • Q 10TH ...\\.., \;_ 8 GRAPHIC SCALE (IN F rry= 0 to 20 40 W imN Engineers, LAU Inc. (�!���' ,r • CIVi1. ENGINEERS is LAND SUFC:F.YOR> ONE 'WT} ADD, « ©u 0 QLOC G oy :.1<cnr,l:e H 92C U U Ic >PGKANi.. WA 99212 F71 92C -1.22 ru.n]en 7 5.6 Ii S..le Cement Conc.-el& Carb TypE SpoK.at County Stand DETAIL TYPICAL SECTION: DRAINAGE SWALE LOT 4 I BLOCK STA. 4 40TH AVE. "TO STA. 1t25 UNION ST. 10' 13' R/w TOP OF DRIVEWAY o.oi 1 R/W 5 4' 4 _ n O. Jun Fr /Fr DETAIL "A CONCRETE APRON FOR. SLOPE 12:1 LENGTH OF CuRe CUT l2 WIDE x 4•YTHICK� DOWN FROM CUTTER 5 CURS 2 E W -IEurb eut IN VrrleS N iA • � ASPHALT'o� \ . I SLOPE BREAKS 10' CEMENT CONCRETE DRIVEWAY 13 PLA 25 . DETAILc: • H ,e orls fl. /f. Asphalt Concrete Pavement Gins'D • i Compamnd Depth Asph.It Contc -I 5 • to o','T• 5pnc.) Crushed SurfeL'ny I Top Gouree —� 6' Co mpacted Depth (w•5•D PT Spec.) NO SCALE o'Tlft CONCRETE SWALE BOTTOM CURD ❑ ETAIL Ca. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W 8.5' 0 NORMAL SWALE SOP/ l'& .3� 0OII.t F T . -.. ETE SWALE BOTTOM CUP,pS `I'I SLOPE, MIN./ 3:1 51.OPE, FROM TOP OF DRIVEWAY 'TO COTTON OF SWALE 16 2S' TYPICAL ROADWAY SECTION : 1 I 6' DEEP CURB CUT' h+JlL' 1L ©l ]Ci f;, DINT © ID R/w • 5_a,e e Dra�m5:11 Sw ale . Top of Soo Sw_le .. to be 5codad b each.ho.ne b..:Nnr. 10.0 S.S I LS� sop-) • .� — - olsa � DRYWELL 1- _J DETAIL: TRANSITION 1N CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY I CURB OPENWC 2.0' I ToP CURB VARIES PROFILE 19 TYPICAL SECTION: TRAN ON G,u L TYPICAL DRYWELL LOCATION NO SCALE .DETAIL n 3 NO SCALE DETAIL C. DETAIL_ E f 3 DRIVEWAYS 6 CURS OPENINGS (a" DETAIL r BERM ACROSS DRAINAGE SWALE TOP OF EARTH, GERM(3 WIOC AT TOP) COVERED WITH GRASS SOO 1:1 SLOPE / MIN. /3U SLOPE, MA. FROM To? OF GLUM TO GOTTOn or LM•ALC n 1:1 MIN.SLOPE MAC. SLOPL ID I'IICJi,SUli Lt!(IIIICi'I'S Inc CI'AL AID SGrtrLY0 @S II 51 I'. dpa. 1i1.:0 SP(`u:.... - 11? i n f,31-11? QOOHLG / BARREL.. OR`tWELL, '/ 1 / To P oyGRhTE SF DETAIL. , C / / \ • • , • ki.CUKH Cu T'SEC • l / .DETAIL .,8 . ... • • ^\ • l v / ' 4 , / / /' / / / / / / \ O \4. • 1/ , \ ^ O �2) �`i // // \0 P O // / // • TAR. C_ , // / • D. LOT © DLO Ot),, lv 3' ' ( 0 GRAPHIC SCALE (IN FEET) 0 10 20 turfreld . b iinpson Engineers, Inc. CIVIL ❑JCWr.ERS & LAID SURVEYORS N.909 :.RCONUE Row° SPOEANF. WA 90212 PH 926 -172 40 ! RCw ■■ 3 I ' S.Jc Cement CenCea a Carb,T S volcano.. Coanty 5tand.r N DETAIL.. u D. ...._ - TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK 1 STA. 4116, 40th AVE. TO STA. 1 +2S, UNION ST. 10 13 TOP OF DRIVEWAY 41167 F T / p r CONCRETE. APRON FOR LENGTH OF CURD CUT 12 WIDE X 4'.TNICK 2 10' CEMENT CONCRETE • DRIVEWAY TYPICAL ROADWAY SECTION : NO SCALE R/W 8.5' 4? 0.0 14.1 - IVT/ DETAIL- A 13 I CUrb CU} IN N. ties / � N. N c-ASPHALT'Z6 NI I SLOPE BREAKS —a PLAN DETAIL-q 18 uL,6 FL /ET Asphalt Concrete. Pavement Class Compacted Depth Asphalt Coal en* 53110 f. 04t'1• C W.s.D.o•T. Spate.) Crashed Sar{•c:n5 ,Top Coarse. 6' Compacted Depth (w s.00T. Spec.) I.s R/W 8.5' 0.011.1 FT • O t�f •' RETE E CURD SWALE BOTTOM SLOPE 12:1 DOWN FROM GUTTER .. DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE NORMAL SWALE S(OP I.S t:: CONC RETE CURS C SWALE BOTTOM -.1:I SLOPE, MIN. /3:I SLOPE, MM •ROM,TOP OF DRIVEWAY TO BOTTOM OF SWALE IE '1 —�ttr —,,, PROFILE TYPICAL SECTION: 8 1 `. DEEP CURB CuT B/w T -- Soo- ,t m - .... DETAIL_ 13 Sa.lc Drnlnaa Swale : Top of 5.4 Swale a r .. lo be bodd.d b aacb 'home blder. _DETAIL C. TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.5 I lse I:. kr DRY WELL L -I DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY j CUIRO OPEHINC au44ERLwu DRIVEWAYS Co" CURB OPENINGS Co" D ETAIL, F BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM( 3' wlD E Al TOP) COVERED WITH GPASS Soo DETAIL E 3 1:1 SLOPE,1-4I14. /3:1 SLDPE, MAR FROM TOP OF BC0.M TO bOTOM OF SWALE 1:1 MIN. SLOPE. r 3:1 MAL. SLOPE LE 2 .1 - Vrulpsun !iuquLC(' /S. ;tic. C 14L [NCiI CL IkS 7 I.AF.D 3VR` E70RS , •.ii:i:E &&'.C; r5;:1:' PH 5.'u- II?? N E DDOLOAE 'UGC ADD. LOT MOM • , , / \ • • • • • • 0 v ` U 5 im}san Engineers, lnc: CIVIL. ENGINEERS & LAND SURVEYORS N.ROS ARCONFIE ROAD SPORANCC 'AA 59212 PH 92C -1322 . ARAPHIC SCILE (IN FEET) 0 20 40 1" = 20' .,r / • j / C/ /' ,,z, j / / /I- / / / / ./ / ' , ' 0 a / Ji 0 .< , � /!/ / 4 / / r { /N /' /R / \ . / F/% Cr C / „ \ ‘'r 1(P // '1 C� 0 4, // 0' �/ Co / � / / (// Q/ / / J p VT1 A©D,. LOY 3 40C-9C'z . / / GRAPHIC SCALE (IN FEET) 0 10 20 40 G \ t:/'tutllSmL Engineers, Inc. CI it. CHGWERs.i: LAND SUR'ErcRS 11.505 RGJrH-Z ROAD • SPOKANE, 4 55212 PPh5 ��8..13 ?2 • 1 0 I l0 16 1B W _ I •� ,m �� •� --11s dos .0110 al. /r. .DCTe e,. `— il' T»i�r� ° 14 � ant _ ... .. \ � v Cement Concrete Carb,TypC S e'1' -- Coanty 5t.nd.rd DETAIL D TYPICAL SECTION: DRAINAGE SWALE; LOT A-, BLOCK 1 STA. 4+18, 40 AVE. TO STA. 1.251 UNION ST. . TOP OF DRIVEWAY CONCRETE APRON FOR . SLOPE 12:1 /'DOWN FROM GUTTER 12 WIDE X 4" THICK / 5 •F/ LENGTH OP CURB CUT CURB 2 10 13 R/w O ", F /FT 11 DETAIL A y 5 . ... .. _. _ - - -� DETAIL F ��erb Co} l� / .,• Varies � � I e TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE iacJ ▪ `ASPHALT tc N . I TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ID' CEMENT CONCRETE DRIVEWAY 13 TYPICAL ROADWAY SECTION : NO SCALE R/ v/ 8. o — oia l SLOPE BREAKS PLAN 25 , DETAIL'." Asptolt Concrete Pavement [toss *e i Cemp.cted Depth Aspb.lt C..teni 5141. t. OW 5p. c.) Cr uehed 5art.cing ,Top C 6' compacted Depth (w.1 DoT. Spec) $WAGE BOTTOM DETAIL Ca. R/W NORMAL SWALE SLOP pJ� . 01 41 8.5' y D CONCRETE CURB 8 C DEEP CURB CuT CONCRETE SWALE BOTTOM CURES 1 SLOPE, MIN. /3:1 SLOPE,MAX FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE R/w 2$' 13 PROFILE L1,allin'dfL o Ld ?In / j!'ll V'VI H r;V`s( „:aG:9Cs of 1 I 'ire-;; Vif, i au44 a LINE E 5.mc Drolnoye 5w.le : 'Top of S od 5w.Ic are.. to be bodded b ewe1.1 home b.11der. DETAIL C. TYPICAL ORYWELL LOCATION N0 SCALE NO SCALE ■ J r-DRYWELL DETAIL. 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCAT IONS DRIVEWAY f CURA OPENING DRIVEWAYS 4 CURB OPENINGS c, TOP_OF EARTH BERM( 3' WIOC AT, TOP). COVERED WITH GRASS SOO .,.. III �,,, .❑I= I:I SLOPE. 3:1 SLOPE, MAX FROM TOP OF SLAM TO b0T1 OF SWALC N DETAIL E 3 1 I:I MIN, SLOPE X3:1 MAX.SLOPE 01 — -t / / /o // r // / > /, %4 4/5 i % ▪ /- / //S Slo4I o I " irupsul:lirqutepri, Inc. CI':11 i:iICJ:F.LR: n 'il:Ii:i +vliL •035 ARC c: fRIF E. i,i 'I:i 1.A viii! Ri b_o -I:... UBDDL©G L .G'TH LOD. OT IJ2s IL3 L © CAN GRAFHIC SCALE (N FEET) 0 10 20 \ 40 / r / / / o � / ' / � J3'' / / 1 / 1 2 / / / tiS ��. / • / / 31v to 0 Q AOC/ II = 11,04.0 iV4t. '•• fllLNiOfl 1S IIygiPE]S, Inc. CIVIL [NC':EERS & LAND S11kVTYORS 1.005 ARGONr:E ROAD SPOhm a:, ::A 99212 Pit 92G -13 ?2 IB I .� .0/16 F\./Ft. _OiIB Fi. /Fr. PS'�'1eS Asphalt Concrete Paaemeni / Claes '5'. i Compacted Depth Asph.lt Content 5V 64 S pok.nc Conn* St.nd.rd (w.s.D.o.T. Spec.) Crashed Sur4•cln5 ,Top Coarse. G' Compacted Depth (ws.o oT. Spec.) RAN to' Cement Concrete Carb,T - A --1.5F p 0 DETAIL-Q.' H" TYPICAL. ROADWAY SECTION : NO SCALE DETAIL ' TYPICAL SECTION: DRAINAGE SWALE; LOT A-, BLOCK STA. 4 +18 4Ol!' AVE. TO STA. 1 +25, UNION 5T. 2 W E 14 13' TToP OF DRIvCWAY- 0.0161 IT /f 0 . 116 7 F CONCRETE APRON ron, LENa'T O( CVRE CVT 12 WIDE X 4 " THICK 10' 13 CEMEN T DRIVEWAY R/W JO' 8.5' DETAIL AI PLAN l 7 { J ,J F Fl 'r' SWALE BOTTOM SLOPE 12:I s r - 1i .. ..., r — 'I Ct1R6.� 1 ; C u t . 1 I / �•e.,e5 N < / / 2 ASPHAL' T C \ J SLOPE BREAKS DETAIL TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W 8.5 NORMAL SWALE Sepa I.S 0 015 SWALE BOTTOM 5 CONCRETE CURB 18 M I :1 SLOPE, IN. / 3:1 SLOPE, MAN 4'ROM TOP OF DRIVEWAY TO BOTTOM or SWALE 1 / -C DEEP CURB CU'i Y / • CONCRETE E CUR 25' Gall uiLuAA[ ?VI Lthro a ©i L%RSis 61nri=a2 TYPICAL SECTION: RA./ R/ ID 13 .n61 ttl�� ' '-' Z v ar t• b 5o.1c Dr alnaSe S.s.1e : Top 04 5.4 5...1c arca to be >etidcd 6 e .Ch home bo;ldcr. DETAIL C TYPICAL DRY WELL LOCATION NO SCALE GU'I -J-ER LINE DETAIL S DETAIL E DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY { CURE OPENING DRIVEWAYS 4 DOWN FROM GUTTER Corte OPENINGS Ca' PROFILE 5' DETAIL F BERM ACROSS DRAINAGE SWALE 040 SCALE TOP OF EARTH BERM(3 WIDC AT TOP) COVERED WITH GRASS 500 cul VIII :III21 II SLOPE / MIN. /3'.1 SLOPE, MAX FROPt Tor OF OCILM TO SOTTOM Of .WALE Is m i fi I:I MIN, SLOPE X3:1 MAX. SLO PE ShtU 2 of 2 "e' unpsbl: Engineers, Iitc. Grp.. Cnc :I:Eck: L i AHD Suic:C`C. t 1e..n AI∎E. •; JJ.:I' FI, J_II -li ?( "' ti \ / L / „� ^/ 4' `� ` ./ c 'e t 15. Q Q � / cr a -1 p 4 / • y 4 // l4// C -/ W/ / / c iv/ / Q / / / / -.S-''/ / J/ / / /3 / / N NIDILOKE flM AN , LOT ELOGX 3 51 3 0 GRAPHIC SCALE (IN FEET) 10 20 40 = 20' t5iincpsun Engineers, Inc. Citru. I: iGIDEERS h IAHD 5uR'/rY:Rs IL909 ARGOINNE ROAD SPOK J:F, 59212 PH 92C -1522 Cement Concrete C.rb,Type Co .at3 Standard .. DETAIL "I D " TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4 +18 4018. AVE. TO STA. 1 +ZS UNI ON ST. CURB r 13 Swle 10 13 R/w TOP OF DRIVEWAY 0.161 FT /Fr CONCRETE APRON FOR LENGTH of CURB CUT curb CU N VAr,eS �� / IL - 2.--r /4 CA5PHALT � \. I SLOPE BREAKS J 10' CEMENT CONCRETE DRIVEWAY 13 os R/ W DETAIL n A N DETAI,Lc 18 .0118 ft/ fr LIOTb /Fi Asphalt Concrete Pavement. J Class 'I , 2 Comp•ct ea Depth Asphalt Content 5 to Gi (w•e•o.o.T• Spec.) Crushed 5urf•Clny ,Top Conroe- G Compacted Depth (w. 5.P -0T. Spec.) • TYPICAL ROADWAY SECTION : NO SCALE 1 8. 5 IL5 4 L_ ul ..r /rT PLAN CO W 0.0141 F CONCRETE 1 1 CURE SWALE BOTTOM SLOPE 12:1 12 WIDE A 4` THICK "Th DOWN FR01 -1 GUTTER 5 DETAIL C. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/w 8.5 NORMAL SWALE SLOPS- LS SWALE OOTTOM 0 • 1 1 ToP CURB 18 4 DEEP CURB cuT ✓f 1 • CONCRETE CURB `ICI SLOPE, MIN. / 3'.I SLOPE,11A% fROM TOP OF DRIVEWAY TO BOTTOM of SWALE U11111LIOiLarkti 111 Ftil;i ar p[OIf 7i„IG9 Irj %nla1111iai;ir PROFILE to K/w l /nsu,al /NE// 9 // /..7 //S • 11 S .tc Ora■n.5e Swale : Top of Sod Swale area. to be sodded b •acb h.ma DETAIL C TYPICAL DRY WELL LOCATION NO SCALE I DETAIL. " B" DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( Culta OPENING Cw444 LINE DRICWAYS 4 CUR OPENINGS G DETAIL 0 . F' TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH UERM(3 WIOC AT_TOP) COVERED WITH GRASS SOD vr _u1 -11- G1 c I: .SLO PE I MIp. /3:1 SLOPE, MAX _ _.. PROM ToP of BEAM To be tTOH Or `.WALL DETAIL E 3 h 111 MIN. SLOPE X3:1 HP.... SLOPE ,S7 »! 2 (5. Lnqulecrs, Inc. ac11 Cni:u:[CP. f: 1 ;J:D SoR,Crc.F ; 11.90v APcD' N.E PO:0 e Lhaf¢, iA .ii:9G En rl " -. 1J22 •TWA G \ AcC )dZ th cEF V U D • - ���a� i GRnPFIIC ALE (IN FEET) 10 /0 40 .4 � / ti' imp- grvEriytnert , Inc � CIVII is LAND 9 MOOLOK E FTH CPC _-CoT T--=L00 CGS _ % /POI< E '.„ywz,i,Ei ;_��yI -= IS n 5wlc 13 Rive 1 Cement Cancreie Cur b,T X SpoK.nc Coa..ty Standard o> Ib DETAIL 11 TYPICAL SECTION; DRAINAGE SWALE LOT 4-, BLOCK 1 STA. 441B, 401LI AVE. TO STA. It ZS, UNION ST. R/W 1o' 8.5' TOP OF 00.1vCWAY CONCRETE APRON FOR LENGTH OF CURB CUT 12 WIDE % 4 THICK CURB E O.11b7 FT /FT 10' CEMENT CouCRETE DRIVEWAY TYPICAL ROADWAY SECTION : NO SCALE DETAIL. A iE�bC� VArieS CASPHALT'Z- _DJ 13 SWPE BREAKS PLAN _SLOPE 1111 / DOWN FROM GUTTER � I DETAIL Gz TYPICAL SECTION: DRAINAGE•SWALE AND DRIVEWAY NO SCALE R/W 8.5' NORMAL SWALE SLOP f I.S w 0,0161 FT z5 DED41LQ H oxiS F4 /fr. Asphalt Concrete Pavement Clone *0 1' C o.,p.cted Depth Asphalt Coricni 5 O Q'' (w. s. o.o.T . Spec.) Crushed surf• n5,Top Co rae. G Compacted Depth (W- S.P.Oi. Spec) SWALE BOTTOM 0 SWALE OOTTOM CONCRETE CURB CURB 1 / 4 -1 , 1 SLOPE, MIN. / 3'1 SLOPE, MAx -FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE ' 2S 16 I IO I .oLTBrL F °r�"14 I lam. — ala ni 1°� I -. S.Uc Dra■n.ye 5.+cle: Top of Sod 5w.le are> to be soadcd by aaeb -home b- :Idcr. PROFILE 18 1 CO / / y C DEEP CURB CuT y6 / i NCRETE INEAOlh15. 77'ftl rnsktrw C G6' 6ir11 /41, au + +ER L INE Kim 13 1• u DETAIL C. TYPICAL DRYWELL LOCATION NO SCALE 10.0 r r , _ SOD '.T 'w --' Z. � kr-DRYWELL DETAIL. B DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB. OPENING LOCATIONS DRIVEWAY I CURB OPENING 11 M DRIVEWAYS 6' CURD OPENINGS Ca DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF. EARTH .BERM( WIDE AT. TOP) COVERED WITH GRASS SOD .u1 I ! I . SLOPE /3 SLOPE, N%AX _. FROM TOP of BERM To bOfOM OF SWALE DETAIL E f 3 I 1 I:1 MI M.SLOPE X3:1 MA...SLOPE ail �__ Oizy •_ s'7 /: . ' ? /SIIhY /SqL • unp5ur /;'ngcuccl's, Inc. f.Rll. i.Cfaf:': :I s d °i 4IE. II 5113 ..R.'•':hA:_ FO.'O ;yard 2.4 2 1 2 „ oxILD - • , RAMI.LONE fl IN ADD.--Lat ELOCK EXPIRES 7117i 93 _ - - - - - - - - • cc \As -• - - c)-(''' i - _---- _----- _-• \ kAPilv- , ' \'' _.--- -4 c °cu v c^ ---- -- • (5 c eP•st.. -- ___-_--------°- ---- 60, 6P''' -%------ --- • ,.. . --- _Arr, .....__/- _„,----- --% --- • 1 - 10 SCALE (IN FEET) • 10 20 ' 40 #1.; 1 ' CIVIL ENGRIEDiD3 LAND SURVEY0i WA 99212 PH ei2i.-1322 AD:LOLA:EL ROAD R/w 13 W N . • pi E57pb Arp7a FT 1: „ , CURB Cement Concrate Cur b,Tpe Spokane County Standard DETAIL " D" TYPICAL SECTION: DRAINAGE SWALE, LOT 4-, BLOCK STA. 4 +18 4016 AVE. TO STA. I +25 UNION ST. R/W 13 ` l 10' _ b.5 ` 1.s 4 _0707,3 4 1„-)20 TOP OF ORIVEWAY� - O;L; , - FT /FT 0.1,67 FT /F 011('( CONCRETE CURB SWALE BOTTOM CONCRETE APRON FOR LENGTH Or CURB CUT if WIDE X 4 " THICK 5 /lcurb Cut IN S l4Lrie5. N - ASPHALT .. N N CEMENT COUCRETE DRIVEWAY 3 TYPI CAL ROADWAY SECTION : NO SCALE _ DETAIL A SLOPE BREAKS PLAN 14 W '4 10' W W LI °Mu- Vii( R/W DETAIL'a H" IB 0719 i,.tf'. Asphalt Concrete Pavement CIabs 2 C onpactcd Depth Asphalt Content 54.4'.• to 04 spec.) Crashed Suriac',ng C d corn reefed Depth (WS.p.cS Spec.) SLOPE. 11:1 DOWN FROM GUTTER 8.5 U DETAIL Gz TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 18 I yi/Fr. .] .- l.i r DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE - 1:I SLOPE,MUI. /3 SLOPE, MAN 18 /. DEEP CURB CUT /% NORMAL SWALE SLOPF, O.OIUT F SWALE LOTTOM - -u • "' PI SLOPE, Milt/ 3:1 SLOPE, MAx {RoM Top OF DRIVEWAY TO GOTTOYI OF SWALE S 1 PR OFILE 1 W cC I'2 'i, i 1 ♦ 110) =arr 10 ft /w ■ W Saala Dralnager5 wale: Top of 5od Swale area to be b o aO.0 b horns. b.aear. DETAIL C. TYPICAL DRYWELL LOCATION N0 SCALE Gut-VER LINE � �ORYWELL' DETAIL 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CURB OPENING DRIVEWAYS Co" CURD OPENINGS (•. TOP OF EARTH bERM(3 WIDE AT TOP) COVERED WITH GRASS SOD I;I LUOp:;,U: F,m�i;tc i , Ilia. 11 ARCOI:Cf. ROAD Ph 92' -I "? FROM TOP OF OCILM TO bOTTOM of SWALC o DETAIL E 3 1 1:1 MIN. SLOPE n:: 3:1 MAN. SLO PE m /'/S//,Si /o 1/, / c ' V /5t /S;/=.7E /Al ORE TM MID. L©LJ- 3 -- Meer. 0 c S AS- \ • 0CN15d\P a\ • Y c p o_ GRAPHIC SCA0 QN ▪ FEET) 0 19— 20 40 • Vi ▪ psoi(EnyineersJ CI' EI7f,�nEERS S IAI SUR r1 OR i/ N.909 AR t 2 1 2 R0ao SPOKANE 'AA -h212 PH e2d -1522 W ' 147 F Smo Rho Cement Concrete Gana ,Type .^ Sp.K.ne County Steadend DETAIL " 0" TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK 1 STA. 4t IB 40 AVE. TO STA. NZS UNION ST. 12 WI DE x 4 THICK CONCRETE A PRON FOR .SLOPE 12:1 LENGTH of [use CUT CURE 2 W 4 Li 5 /lcurb Cut IN Varas IL/ /AC ASPHALT'2 \ SLOPE BREAKS 10' CEMENT CONCRETE DRIVEWAY 13 TYPICAL ROADWAY SECTION : NO SCALE DETAIL A1 . PLAN /DOWN FROM GUTTER 6.5 NORMAL SWALE EV/Prl I. DETAIL'.` H" Asphalt Cunerete Pavement Ciess'p, i Compacted Depth Asph.M Content S.W. t 44 (w.s.D.o.T. spec.) Crashed Surf.c'In5 ,Top C G' Compacted Depth (w.s.oat Spec) DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/w H /r'6 DEEP CURB CUT .. IA 0.011.'1 F T , . - CONCRETE SWALE OOTTOM CURS PI SLOPE, MI14. /3:1 SLOPE. MA% PROM TOP OF DRIVEWAY TO BOTTOM OF SWALE IB PROF I% 6u1,©61 7/ u'%1 t ;,ir'a 1 00fil E•I„ABh`9 ,IJ K/w ,„ I U4t ,y I .. rtnxm9 Soave DrSln.SC 5 w.la : Top of sod Swale. are*. to be 5odd.d by eec1image b..:Idcr. DETAIL C TYPICAL DRYWELL LOCATION NO SCALE F 10.0 5.5 II.SI i — •• - O.3 SOD . •• O � i / / t � �D0.YWELL L J. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ?CURIO OPENING GD -14CR LINE ml 717-1/ %=// /a/ /%J DETAIL B w DRIVEWAYS Co CURB OPENINGS Ca DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP,.OF EARTH .BERM( 3'wlDE AT TOP). COVERED WITH Q0.4SS SOD . I: I, SLOPE, MIN. /3 :l SLOPE, MIAs. FROM ToP Or 13ER14 To b0710M of SWAL.0 r DETAIL E 3 1 1:1 MIN. SLOPE z -3:1 MAA.SLOPE i//5(lfs /X /Va I LiGI 2 II • im�,.m: /,'uyincrr;t, Inc. 11.505 PRC1NNE ROAD 1i Y.1 • /w D ��y G I I. dIll GM, LOT l4 ° ^,O!E 3__ • 4 ` � ( N Z - - vin \ P\ 1 P ` \ N • \w, -1 c / EXPIRES VIA 93 1 5 ■ L / GRAPHIC SCALNV'FEET) o 10 , -Z0 40 20' �S` .�.a s.o Vimpso /JJ- ngi CIVIL LI1CUEEk & LAID QJ - - Y0'9 /t> 90 ARCOI Ir ?Cf r rv:t _ t II P: it 926.-I322 25 . DETAIL H' 0 6 IB '1 P'a .0210 F1 /m. _OiTf11i AFT °5'4..J$ .51 -- • 1 JCC =. _ j1 to /J Jla i 11P �� ° � / '.•.'VII. . ....... ......... 7a r 9.m 5„pe Asphalt Concrete Pavement Gloss'D, 2' Compacted Ocptn • Asphalt Con-ten 5b ; to 64 Spokane_ Co,.nty Standard (w.s.P.P.T. Spica) • Cr .Shed Sorfacing,Top C O Compacted w Depth (-s.D oT. Spec) Cement Concrete Corn Type A DETAIL. " D" - TYPICAL SECTION: DRAINAGE SWALE, LOT 4, BLOCK 1 STA. 4 +18, 401!' AVE. TO STA. 1+25 UNION ST. 2 Y U 13 1 0 ' 1 8.5 TOP OF 00.1VEWAV 1 O 4'I IFT /FT m 0. 1 141 FT /FF CONCRETE APRON FOR LENGTH OF CURD CUT //''DOWN FROM GUTTER 1{ WIDE % 4 "THICK h / 'k l / 5 ' CURB d / /IrurbCut4N N. / writs / /A � AS PHAL-T'2-- -.. 1L SLOPE BREAKS DETAIL a TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' CEMENT CONCRETE DRIVEWAY R/w 13 TYPICAL ROADWAY SECTION : NO SCALE R/W 4' DETAIL A PLAN 7 J .11 SWALE BOTTOM SLOPE 12:1 R/W 8.5 1 NORMAL SWALE SIOPc 1.5 CONCRETE CURB TOP CURB, 511 i1 DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8 DEEP CURB CuT I /l yei D.OIbT F T } CONCRETE SWALE BOTTOM CURB RI SLOPE, mist/ 3:1 SLOPE, MAA FROM TOP OF DRIVEWAY TO aoTTOM of 5WALE 2s DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Cosa OPENING ' /^ PROFILE ligiiN u[S©LUt �'7uII a�sIior � I radu,?//J r i� ;iiiAut 2.0 TRANSITIO 1 /w Id CU'NER LINE Y I L DRIVEWAYS b L CURB OPENINGS (o" TOP OF EARTH BErcM( WIDE AT TOP) COVERED WITH =RAGS GOD ID' y T SE.m Oran .-5c Swale : Top of Sod S.-to arca to be D Posd L each hone b +lld DETAIL C TYPICAL DRYWELL LOCATION NO SCALE / DRYWELL 1 DETAIL -. 13 VARIES I 1 SLOPE,Mn ./ 311 SLOPE, MAN Bier" ToP G F tll0.M TO 60710 t-1 OF +O'ALC DETAIL. " E " 3 TNAUSIT1O • I:1 MIN. SLOPE I MA,.SLOPE /nsli %n =d.CE IIIIIIs III! E11111/Ill'Is, IIII.. CI'AL rrcI, lECI S & I n ;IC. ;UfeJE101r; II Yi l ARC.C' HLIC ftC'd l .'A 1:'A 5..1. Fri 5:e_ -I3?? IU 2 of 9 o 5 Nsi ��� GRAPHIC , 0 10 • SCALE (IPI FEE ) 20 40 7I = ?0 :cr.: 4 6' impsmt F,�nyi�it CIVIL F. Y.GIIICCRS L 11509 'R ^ (i.f' � eers „ham .. ROAD SPOKANE, VIA,595_'i:.. P'd C_] -f.. w 2 1 13'e Cemant Generate Carb Sp.-Kant Co.nt.. St.nd.rd TYPICAL SECTION: DRAINAGE SWALE ; LOT 4 , BLOCK 1 STA. 4+18, 401-11 AVE. TO STA. 1 +25, UNION ST. 10 3 TOP OF ORIVCWAY� te O 0.1161 FT /F/. CONCRETE APRON FOR SLOPE 12:1 LENGTH OF CURD CUT 12 WI x CTUICK 5' l 5' CURB --T l I /Lcurb Guth / Vox ee I Q A -D CASPHALT' • — ❑ETAIL " Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10 CEMENT CONCRETE DRIVEWAY 13 TYPICAL ROADWAY SECTION : DETAIL " D / ' R/ W 4 25 ' DETAlLg '` i ` H z. 16' 18. Gale fr /fv .oxTb fi 8.5 DETAIL A' SLOPE BREAKS PLAN 11 1 Pt r1 SWALE BOTTOM DOWN FROM GUTTER R/W 8.5' NORMAL SWALE SLOP 0 0141 F SWALE BOTToM Asphalt Concrete Pavement Class 'b. Z Co...p.tted Dept' Asph.lt Content 5 •• to Gi (w.s.D.o.T. Spec) Crmhcd S.riee;es C - G' Compacted Depth (w.S.O DT- Spec) NO SCALE .1� CONCRETE CURB I r I8 j .-4" DEEP CURD CUT ;4 •I ' CONCRETE R CUB 1:1 SLOPE, MIN. / 3'.I SLOPE, MAX FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE PROFILE t I R/w 'N .psi I vYtO* a D.lc Dralnese Sw•1e : Top of Sod Swett. area +o be boad.d h''h by eOCo.ne baadcr. DETAIL . C TYPICAL DRYWELL LOCATION NO SCALE IcORYWELL DETAIL B DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY /(11(I'CORM OPENING 2.0 1 Top CURR� TRANSITION VARIES 2.0' TINNSITION au44ER LINE DRIVEWAYS CURB OPENINGS AL DETAIL F TYPICAL. SECTION:. BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF EARTH UERM (3' W I o E AT_ TO PI COVERED WITH Ca-PASS SOO II7S / /h /I /_Ib_ll — — — — II _JO .PI °I oll) Glll `—' ZIlI2 /11 1115111 1�1 5L0PE. / MIN. /3:1 SLOPE -\wc . FR01't TOP OF bC,RM TO OOTTOM OF SM'ALC DETAIL E / 3 I . I 1:1 MIN SLOPE �3H MA/. SLOPE Inlpsol: F,rululerrs, Inc. fl CII.LLi t I1 .S3ir ?PG.:•P:E ?UAO (if • • '1SINGt-E BAK RE\- DRYwE�� Top of GRATE `, \ 2Dt0 C5 \ // SEE te "t=" � • 66 / ` o (9 • • • , • • • • • • • • • • • • • • • • -c ( , c s, • O • • DR IVEWAY ( SEE. DETAIL •• B" 2 •• C • ( \ • • • {iOOVSLC. H/iP.REL. PRIV/ e. • \ \ To P. oE.GCATr' r= �ti;v._2c 67 • J #,/ SEE. oCTrL .I S L • • • • S. cU9 CLT_.•. \ tc �: `?` ' /5 ' c , � .> • � � J RAPHIC SCALE 10 20 i twx? -,fin 20' (IN F inpsoi:�Gngihicers, Inc. ,- / ti wL incu:e €R S e: vno SUiivC_ j : W 11'iJ9 ARCONI:C ROAD •- • SR.OKAME WA 9(/212 Ph 52d -15!! ; jL 5 Susie. Cement Concrete Curb,T 5pokene Coenty Siand.rd DETAIL " D" TYPICAL SECTION: DRAINAGE SWALE', LOT 4, BLOCK 1 STA. 4♦18, 40Th AVE. TO STA. I, UNION ST. TOP OF DRIVEWAY CONCRETE. APRON FOR SLOPE 2 :1 / / //DOWN FROM CUTTER 12 WIDE x 4" THICK.- LENCTH or CURB CUT CURB 2 10 13 R/w • /F) 10' C4MENT CONCRETE DRIVEWAY 13 25 DETAIL CH H" J Io lD' One f\. /f ' \' _ f „i.. \G� 5 -am Ora:nese Snate : Top of Sod Smelt area to be bodd•d b each'home ba:Wer. Asphalt Concrete Pavement Clacs 1 Compacted Dcpth Asphalt Content S34t• to 647• (w.s.D.o.t. Spec.) Crashed Surfecing«fop C D' Compacted Depth (w.s.D -ot. Spec.) TYPICAL ROADWAY SECTION : PLAN 8.5 OIL, 1,T/ " f O f1 "1 CONCRETE t CuRp SWALE BOTTOM n DETAIL A 5' NO SCALE 1_ ,tom_ /ICurbCut �\ \ VorteS i - ASPHALT \ NI SLOPE BREAKS R /Y! 8.5' 0 or q:( '- CONCRETE SWALE BOTTOM CURB 8 1!1 SLOPE, POW./ 3:1 SLOPE, Max 'FROM TOP OF DRIVEWAY TO BOTTOM OF SWALE IB DETAIL G. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE /C. DEEP CURB CUT NORMAL SWALE SiOPPFL I.S V// , PROFILE \ )' I wlLi.»Li ug 1/'u Gl 4.uvrirmil C; >VaCao111 6tr 1 1'UML S R/w P/s// / cul=l /i_ / =h /zs/ ./I /alt lllil /I.ZI w _ _ _DETAI L. Y C.0 TYPICAL DRY WELL LOCATION NO SCALE ) kr -4 DETAIL 13 I L DETAIL: TPA RANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CUR i0 OPENING 2.0' ToP CURS TRAUSInoN V VARIES .o44ER LINE DRIVEWAYS Co CUrtB OPENIH¢S F' . 11 m DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH GERM( 3' wioE AT TOP) COVERED WITH GRASS 500 F I II x, I .w w • J:Ill 1115 - 10- S IP 1 :1 SLOPE / MIN. /3'1 SLOPE, NIAI. FRO!-, TOp OF [fca. TO bO"iTOM OF SWALE DETAIL E :1 MIN. SIAPE �3 =1 MAO. SLOPE t ,/ /S' LA / . ta...n., M1tr. II /1 I; luck, f11c. CIVIL f. NO1I CCFS & LARD SURVEYORS II.&] -, An•.GIID:E ROLE/ .:Mist ./ of L 7 "� BUI�DWG 5E1EACK 5EE DETAIL 81.53' •2,(31WLRry cl,v s Cu if, , GRAPHIC SCALE ON FEET) 0 10 20 • 50 1' �Q ▪ ivrpson Engineers, Inc. - CIVIL EIICILEER? tc LAND SUR`,ESOR Id.Dai Aftr,ou:E ROAD � SPOKANE VIA 9x212 Pti 921171:51,.'1. a 7n. r °� r s , ft /b. Cement Concrete Curb .T 5 Pe,l SpoKent Co..nty Standerd DETAIL. TYPICAL SECTION: DRAINAGE SWALE', LOT 4, BLOCK 1 STA. 4118 40Th AVE. TO STA. I+25, UNION ST. 10. 8.5 4' II.S �o• TOP OF DRIVEWAY O.e IL — IFT / FT y9 O Ilbl Fi /FT fi 1f� CONCRETE CURE SWALE BOTTOM 13 CONCRETE APRON Fon LENGTH Or CURE CUT DOWN FROM GUTTER if WIDE x C THICK•. W Y • / /ICUrb Cu} Writs 1 ' 2ASPHALT Z� 1L SLOPE BREAKS ID' CEMENT CONCRETE DRIVEWAY DETAIL n A l DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 13 TYPICAL ROADWAY SECTION : NO SCALE R/W PLAN 25 DETAILg' Asphalt Concrete Pavement Clew •E', 2 Co..p.ctcd Pepth /1/4n1Isti Conient S3 64 /- (w.s.P.u.T Spec.) Cr rs1]cd 5rr4.cln5 ,Top C G Compacted Depth (NS .Dot Spec.) 0 _ t. SLOPE 11:1 O.OILT F 0 or NORMAL SWALE SiwPF,• - DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY n I CURB OPENINC 2.0' TOP cuRo ON V vARIEs • ]I S DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 11131 / /�q / _u/3 /pap 8 SWALE SOTTOM `I:I SLOPE, MIN./ 3t1 SLOPE, MA% {ROM TOP OF DSIVEWAY To iOTTON OF SWALE I DEE CURB CUT / 6' __I / / :1 ` CONCRETE Cu R43 z PROFILE MiNLL©i' r/' i j %ALA ir'ij©fl DIMiNtkieir Lr I_ 'ITlalls`r' to 4.. ft/re GUS }ER LINE IS /NO`/ /5 /% / RAE Sale DrAlnoge Swale : Top of Sod Swede arch o be 5omed 6 aach'ho.,.e - Jder. DETAIL C. TYPICAL DRY WELL LOCATION NO SCALE 1.e DETAIL. S TOP OF EARTH OERM(3'WIOC AT Top) COVERED 40TH GRASS SOD , I ll TITI,I a11,c 1'1 SLOPE- « Mal. /3:1 SLOPE, MAA FROrt Top of VENN TO BOTTOM or SWALE DETAIL E 3 DRIVEWAYS !a' CURD OPENINGS c 1:1 MIN.SLOPE X3:1 MAe.SLOPE i//S/lli/// =9/5 .:'II[' :l bf .6• gm''frf! 111,flnflil5, JILL'. CIVM1. LI AII:%J2S k L;Hp SUR:E'ORS ARc' 'INr :.. V,tODOLO ADD. LOT © o LO© 'b 2 • / ■ • UN1 CY. \\ GRAPHIC S AIE FEET) 0 \ 10 • 20\ 40 'r+a+tu ;; � 1 `�1' = 20' �'-- r „a .. t Ac N�im » son El j Hero.. ._Lite. Clwl. m.,:cmCCR °• LAND Si/RvE'rCCRS- - _ _ N. 465 AR( N r1E ROAD -- SRO/. MC iqA ; 2 2 Pt/ 92E -1172 W lo' CURB ,5 IMF _ r • � $ �IC 2 E • I Cement Concrete C..rb,Typt- Spokane. Coant, Standard LENGTH orCURb CUT TYPICAL ROADWAY SECTION : NO SCALE DETAIL. PLAN R/W DETAIL- A 0 D /Icurb Cut ,r` N 'arias N 12 C-ASPHALT'P� N. N SLOPE BREAKS DETAIL H" IE one Fr N. TYPICAL SECTION: DRAINAGE SWALE, LOT 4 , BLOCK 1 STA. 4+10 aoili AVE. TO STA. 142S, UNION ST. CONCRETE APRON Pot SLOPE 12:1 12 WIDE x 4 THICK �DOwN FROM GUTTER • DETAIL Ca. TYPICAL SECTION: DRAINAGE SWALE NO SCALE 10' CEMENT CONCRETE DRIVEWAY 13 R/w 8.5 NORMAL SWALE SLOP* I.S O.OIO F `SWALE BOTTOM Asphalt Concrete Pavement Class • 15 4 , Compacted Pepth Asphalt Cant etf S3 44 (w.s.P.o.T. Spec.) • Crashed Surf acln9 6 compacted Depth (VrS•DoT S Spec.) OF. DRIVEWAY TO BOTTOM CONCRETE CURB IB ozTn rT ro TOP CURB LS / //, a /put_ oi. '.l /mil / /3I /$ /I /3 ryR /NSpr.TIii 11I .IIIn I: I SLOPE ,MIN./ 3'.I SLOPE, tIAA ERon Tor OF ISCRM TO to OF SWAcc AND DRIVEWAY ': "NCRETE CURB DETAIL r TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 8 /4" DEEP CURB CUT PI SLOPE, MIN. /3'.I SLOPE, INAn -FROM Tor OF SWALE. • PROFILE RAhr_ ui1.(nuL WIN n i rrifil DOM 'iYL GLL, RN/ y Z _ Lt fyi• Ora, Swale : Top of See Scale r`. - tobe boodad 6 ewc'nho.n bander. • N a DETAIL C TYPICAL ORYWELL LOCATION NO SCALE c0RYWELL DETAIL- a DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY f Currie OPEIIINC, GUr1ER LINE DRIVEWAYS Ca CURD OPENINGS (a TOP OF EARTH BERM( 3 w,oC AT To P) COVERED With GRASS 50D DETAIL E 3' r o ,c111 c11I III, 9111= I: I MIN. SLOPE MAY.. SLOPE irylAti / / / -C� %= Sh,anl 2 ii 1 p iutps� Ingirecrs, Inc. Ci'AL Cr :Cin[CIiS re I A SURVE YOi2E ri.1Of ARCOI, ROAO :.12 PH H2C -1157'2 nt U' s t a - s o vi 023 111.0 77.03' 'PIKES in 7+ 9 1 r r ,-- r 5 1 1 �?5 1 r $- J 1 ■ \ , $ ? 0,..0 \\ i , �E F } yr � sy \ ti 0 'M ,fl UP11 CC. GRAPHIC SCALE (IN• FEET) 0 10 20 40 ti impson F,nyincers, lllc. CIVIL CIIOIrI[CRS k LAND SURVEYORS 11.900 AROOI1NE ROAD SPOKANE: WA 99212 PH 926 -1322 W fl lal >fi /Ft I y(b Clef\. /fi. srle \ Asphalt Concrete Pavement Class B. 2 Compacted Depth Asp Coni en* to GVl' (W. s.D.O.T. Spec.) Crabbed Surf actng;Top Co rse. — G Compacted Depth (w•5.D -oT. Spec) Cement Concrete Curb \ Type SpaK.nc Counts Standard cUft6 W LENATH or CoRB CUT K/w CEMENT CONCRETE DRIVEWAY TYPICAL. ROADWAY SECTION NO SCALE DETAIL_ . 11Df1 • TYPICAL SECTION: DRAINAGE SWALE; LOT 4- , BLOCK 1 STA. 4+18 401.b. AVE. TO STA. 1.251 UNION ST. 1 0 DETAIL .A CONCRETE APROIM FOR SLOPE 12:1 , le WIDE ,s 4" THICK �DOwN FRO M,GUTTER 5 S . 1 " i,G1,rbCult Vnnss ASPHALT - SLOPE BREAKS , PLAN DETAILS Ht" B 0 DETAIL Cx TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/w 3 F 10' I 8.5 NORMAL SWALE SIOPF .,r 0 014 Pi i .t. " DEEP CURB Cut CONCRETE SWALE SOTTOM CUR8 18' P1 SLOPE, MIN. /3'.I SLOPE, MAK FROM TOP OF DRIVEWAY TO DOTTOP1 OF SWALE lb 2E .GL'1B Pl. A \ TOP CURB IUD IL,©0 ' 1.:,051TRI IsInAir mei bEtilYt\GIL 0 I 10 0 4 1 -1` DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY j CuRN OPENING PROFILE R/w 13' sale Drolna5e Sw.le : Top of Sad Swale area to be 5oddad b eaeh'ho.ne b.:Aaar. DETAIL G TYPICAL DRYWELL LOCATION N0 SCALE D ET A IL. d G1.14tER LINE DRIVEWAYS G CURS OPENINGS lo" 11 y DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH UERM(3'WI DE AT -TOP) COVERED WITH GRASS 500 It I, SLOPE, Min./ 311 SLOPE, Mid. _. FROM TOP OF RCRI TO BOTTOM of SWA,_C DETAIL E 3 l` I I:I MIN,SWPE • Spar( : of 2 5 irnp hr: ls'ugutecrs, Inc. x.1 ■:1 il; lf': {. i'•:II'.: -' n 50:I .:RCON':C ROAD kJUDOLOME Win thD o LOT 1© BLOCK J 9 6 \ -, --- --- , --- \_ ._____?\-\\?;---- j \, / '/ / � q a' cLRfs . . / r � E 4 31' � A \ h / / S DP`A IN R(,E tiVNSE \'\`" ` �' S EE DETAIL 'k BUILDING jF16gL 10 wmm 1946 GRAPHIC SCALE (IN FEET) 0 10 20 40 1 = 20 I inlpson Engineers, Inc. CvI. ENGINEERS & LAND SURvEYORS I:.bU i ARGONNNE ROAD SPOKANE WA 55212 Pti 921,-1322 Kt. DOLoR n ammo LOT 1 3LOC A 105, 10 5 impsun Gnginetrs, Int. Crva ENGINEERS & IAVU SuR`:EIORS N.JOB ARGON NE ROAD SPOKANE, N'A (39 Ph 92 GRAPHIC SCALE ON FEET) 0 10 20 40 1 20' u17 -,G]] F e, • 13 CURB 5 «\c 10' l3 TOP OF ORIVCWAY 10 13 to 'q. 0 . 116'/ FTYFr y 0° Cement Concrete Curb lTSpc .^ Spokane- Co.nty St.ndard TYPICAL ROADWAY SECTION : NO SCALE DETAIL_ e D TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK 1 STA. 4 +18 4011' AVE. TO STA. N25 UN ION ST. R/W 4 crbTot DETAIL— A CONCRETE APRON FOR SLOPE 12:I LENGTH OF CURB CuT DOWN FROM GUTTER 1e WIDE x 4" THICK i 5 .----- �.' .1. I C ". v. es IN vanes N ,,,...-0 m N. SLOPE BREAKS PLAN 25 OLTB ft/Fr 1 f tl f 1 CONCRETE Cup ' SWALE BOTTOM 8.5' 0 se DETAIL ' C. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/W 8.5' re." DEEP CURB CuT NORMAL SWALE 5 I / / O. plOt FL "r � 'Si ': CONCRETE SWALE BOTTOM CUR(j B1. SLOPE, MIN./ 3 SLOPE.NiAA 'FROM Top OF DRIVEWAY TO BOTTOM or SWALE CEMENT CONCRETE DRIVEWAY c DETAIL-Q.“ is' Asphalt Concrete Pavement Clecc'IC i Co.npocled Depth Asphalt Conten+ 5 , to 44 " (W.S.D.o.T. Spec.) Crushed Surf acln9,Top Courac — 6' Compacted Depth (W.5.3 PT. Spec) 18' 15' PROFILE • TYPICAL SECTION: GacVlscmh 7i`IJ'04 arai�00'O ©4 1011VAOG>11G ©[t Brig i'L; RA l0 J 5 I 5 �,\ r , LT ttlF t I .I DETAIL. G TYPICAL DRYWELL LOCATION NO SCALE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY j CURB OPENING G.0 +4ER LINE S�a\a D ralnaye 5.+ale : Top of Sod . S...le are.. ID Le nodded b Bach •home. b +ll<cr. L -1 W DETAIL. a t3 / v-D R Y W E LL DRIVEWAYS C. CURS OPENINGS 0" Y .... DETAIL F' BERM ACROSS DRAINAGE SWALE ND SCALE TOP or EARTH BERM( 3 ' WIDE AT TOP) COVERED WITH GRASS 500 w 11 YIIIIIIII �lilll nl\I� 1 I: 1 5LOPC,MIN. /3' 5LOPE, MAN FROM To? or LRAM TO tlOTTOM oFSWALC DETAIL_ E t 1:1 rl114.SLOPE X3:1 MAV..SLOPE -t NAPS R :. -p iinpson Lu IlW. GrAi. CiCIIrLRS !: 1 Al:::: IJ10C {[111`. it GJc :17 RO. C; .rCl:t.li. '.:A 9521 ! i= ii 52C -I :Y.? SId:lil < liODOL©GRs DTK ADD, L ©T 1 SiL©©©C 5 Cu RS CL) / / o PCTti1� (3 i \ � \ /r\ /� ./---------'-., O / 'StNCLC. f3A2Rt.l, Drg YWELL N . \� L •• • / TOP or G_KATE ELEV, ZOO— \. _S EE . DETAIL , n G , \ \ \,, �f 9. L / N om , // y 77 1 <h (%t / 'As? / • • DETAIL Q e G, / /' h � ^ � / O ,. S ,7/ CRAPHIC SCALE ON FEET) 0 10 20 40 Ia,,acu I94e • Viurpson Engineers, Inc. CIVIL ENGIr1EL:RS iv LAND SORvEYCRS N.SC9 AfGGUf1E ROAD SPOKANE' v<, 99212 PH 929 -1322 E 10 CURB 5 ' M1/w 10 Cam .nt Concrai. C.rb,Type`A SpoKant Counts Standard PLAN 25 DETAIL 'a' H" r 10 GTl I % P oil Th __ -- ..... yu ./w idle i�,i o vksIIy _ /r. _ Asphalt Generate Pavement Clasp ' D ' , 2 Compacted Dcfrh Asphalt Content 54,'• to 0 (w.s.R.o.T. Spec.) Crushed surtaclns ,Top C — d Compacted Depth 04-S Dot Spec.) TYPICAL ROADWAY SECTION : NO SCALE u DETAIL D - - TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK STA. 4 +18, 407-D AVE. TO STA. 1.25, UNION ST. RP,/ 13 f 7 ',yyIIII 8.5 4 I I.S ' L_ TOR OF ORIVEWAY� C. oi6l — IF T /FT Q O' / /le7 F T /Fr • f : f1 COU CNCRETE RD SWALE BOTTOM DETAIL tt A1 CONCRETE APRON FOR SLOPE 12:1 LENGTH OF CURB CUT ' 12 WIDE x 4" THICK / DOWN FROM CUTTER Korb Cu},N� . / / 2 ASPHALT Z� - SLOPE BREAKS TOP CURB DETAIL C; TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE CEMENT CONCRETE DRIVEWAY 13 R/w 8 1 /6DEEP CURB CUT y y 'I CONCRETE SWALE GOTTOM CURD LI!I SLOPE, MIN. /3:1 SLOPE, MA% FROM TOP OF, DRIVEWAY TO BOTTOM or SWALE 25 PROFILE umito�UI��> T u "PA NIIAiWraCI:iL LrE`ij'G1U R/w S ac Dro:nase 5watc : Top o f 5o4 54.1a area. '♦o be s odd.d b each -home b.I4tr. DETAIL t G TYPICAL. ORYWELL LOCATION N 0 SCALE DETAIL 13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPEN/NG LOCATIONS DRIVEWAY f Cusa OPENING ' /A1 2 .0' VARIES CaU4 LINE m a W / t 0RYWELL DRIVEWAYS 6." CURB OPENINGS ea" DETAIL F TYPICAL SECTION: BERM ACROSS DRA INAGE SWALE NO SCAL TOP OF EARTH BERM( 3' WIDE AT TOP) COVERED WITH GRASS Soo 7 hrllclu_ /b_gle. 'qau/ - /I_, .., Iu3111 n, sII1 =' � /y /1 ..11 SIII1lII5r1 .111 `cl\I� U or - - - - - I:1 SLOPE / MIN. /3:1 SLOPE, MAX FROM 'TO? OF BERM To BOTTOM OF 3V'ALC 0 DETAIL E F 3 I:1 MIN. SLOPE X3:1 MAC. SLOPE rm Bll ( CIVIL C1 I:,IIILURf, 2.7 ../F.L. SUR'.CYCARE i1 Si0 {I - RCG!IFIC nQ fl Sf:Ci.a i-... 61:12 Ph e26- 1122 EXPIRES 7/170 93 N'NODOL ©I4 0 � 13 • _ �� s ZrE -L17)1; Fi i 4 SO' A IF n.. 7_ 0 1 APHIC SCALE (N FLLTI 10 20 40 20' � imps; n Ell;:teers, Inc. CIVIL ErtcINr FS k LAND SURVEYORS N.S09 APCOMME ROAD SPOKM:E WA -S9212 Pn 9226-t322 W a 13c o' I to I.SF S.am R/W Cement Concrete Curb Sp.K.nc Coanty Standard 10' 13 TOP OF DRIVEWAY 0.1161 FT /FT CONCRETE APRON FOR DETAIL 1% A 1 r / /,curb cut IN Vas tS 1 I ! _ ASPHALT - a-- . I 1 SLOPE BREAKS '2 \ PLAN 2 5 DETAILS t � H IB IB IC TYPICAL ROADWAY SECTION : NO SCALE DETAIL. II D" TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK 1 STA. 4 +18 4OT11 AVE. TO STA. 1 +25 UNION ST. R/ W I 7 8.5 o — oTLi 5'iiP1\ CONCRETE CURB SWALE BOTTOM SLOPE 11:1 LENGTH OF CURB CUT 12 WIDE % 4 THICK DOWN FROM GUTTER 5' S' • .0116 91411. 0.OIOT F G. DEEP CUgb CUT lam_ CONCRETE CURB VI SLOPE, MIN./ 3I1 SLOPE, Mac FROM ToP OF_ DRIVEWAY TO BOTTOM OF SWALE I a W . 0 2 . 7 6 c � 7 k FT. AS' L LSr• _...c.. Asphalt Caacreta Pavement - I 5 +ale Asphalt Canter" ...- to ,.. n. I L. Dra:naye 'Swale : Top of 5o4 CIa46-e,2 Compacted Depib P ) / SW.IC are. to be 6oddad b (W.6. D.D.T. spa c. c 6. home bal Ller. Crashed 5ur4acloy ,Top Coarse G Compacted Depth (w.5 -Cot. Spec) r DETAIL. Ca . TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCAL R/W 13 1 11 CEMENT CONCRETE DRIVEWAY SWALE DOTTOM 18 PROFILE G tl]LtiIL ©L Ji[ irTIH i,?`Li'orro V1ri :RofiaBGiauP. Lft'iti \GLul, R/W 13 • DETAIL C TYPICAL DRYWELL LOCATION NO SCALE CIUuER LINE DETAIL L. 31 � k—DRYWELL 1- J DETAIL a ES DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENI LOCA DRIVEWAY / I CURB OPENWC /1 TOP CURD? rRAN 51T10N V 1 VARIES eI M I / ///_///d://, // 2.0' TIWUSITION TOP OF EARTH UERM(3 wt c AT.ToP) COVERED WITH GRA +S 500 711 ? / /hln9iu 1n_ / . .. 115111 1111 t l I' Iil SLOPC,Mi R. /3:1 SLOPE, MAN FROM -1 TOP OF OCUM To boTTOH OF iWA DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE l DRIVEWAYS (." CURB OPENINGS u" 1:1 HIN.SLOPE 3:1 MAs..SLOPE of 2 rmluun t itgt/1 l! Inc. [UC!I:cCR: r: 1II IC SI.CP-0]'i.RC u.`idt LRCJPiLE ROAD ;ir. A.Ii L. i:. "'1; Fn .+ :c 112 : - EIDDfld ©GCE Tin ADD, LOT °LOGOS GRAPHIC SCALE (IN FEET) i . 10 20 40 iwoOni 194G S impson L'uyincers, Inc. GV9. rriarJrr.RS k LAND SURVEYORS N.900 ARG014iL ROAD SPOKANE W5 99212 PH 920 -1372 5—K R/w o r o Gl)Ft /F �LS z -iI . /mow, Cement Concrete Curb ,T7pe. Spokane_ County Sland.rd DETAILQ. "H" 25. IB 10 G 1B Ofle fl. /ft Asphalt Concrete. Pavement Class'p, 2 Compacted Depth Asphalt Content 5 4 T'to ay. (W.S. P.O.T. spec.) Cruehcd Surf acing Coar.t G' Compacted Depth (WS - D.OT. Spec.) NO SCALE DETAIL Off/ TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK + STA. 4-1-18 T !' 1 40 AVE. TO STA. 1 +2S T. 1 UNION. S R/W 13 10' B. 5 1 > TOP OF 00.rvEWAY� - G.o1.1 FT/ FT 4 O '/167 Flip OT� CONCRETE p Cubs SWALE BOTTOM DETAIL A CONCRETE APRON FOR .SLOPE 12: LENGTH or Cuba CUT 12 WIDE X 4" THICK ---...\ DOWN FROM CaUTTER CURB E OE TAI L 0. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE IO' CEMENT CONCRETE DRIVEWAY 13 5' " /Icurbcut Wrles PLAN - N. ./ / ASPHALT 2— \ N SLOPE BREAKS R/W 0,0Il. 8.51 8 1 Y / 6' DEEP GUftb CUT y •'•• ` CONCRETE CSWALE BOTTOM CURB "-P1 SLOPE MIN./ 3:1 SLOPE, MA% 'PROM TOP OF DRIVEWAY TO BOTTOM OF SWALE 2S TYPICAL ROADWAY SECTION : To CURB RA? 13 _oils r c.5 .f r i f • F. \\4� E 5 .4c Draln.sc 5w.le • Top d Sod Swale arc. to be sodded b eacb•ho.ne b..11ece. DETAIL C TYPICAL DRYWELL LOCATION NO SCALE K DETAIL w S g. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY (CURS OPENING PROFILE G1-3+4ER LWE DRIVEWAYS C.' CURB OPENINGS Ca" M DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF EARTH BERM (3' WIPE AT.,.TO P), COVERED. WITH czbAES 500 //hw c U I., SLOPE / MIN. /3 SLOPE, MAX_.._ FROM To? OF BERM TO BOTTOM OF SWALE DETAIL E I:1 MIN. SLOPE 3:1 HA F.. SLOPE o 2 of la..ant u1t ebimpswl Engine( rs; Illc, CIVIL- LII(AI:i:1.If3 A' L, :UIP VFIVMC 11Lr 1.9)9 ,:RCONIIL RC-D Thi UGOILON 4 A VE. _LPROPER'ih INF; In- < 55, 'D. GO 13' DRPWAGI:. i.A rtiF SEE Ot?A It. " H" DRIVEWA s PET - A11._ t L' ISUtLD 5fllC5RC.K 15 {. CURS N 8).'9d'S5 " 7filCi &Dina LOT 1.6 BLOC r 0 0 4:(211-1ES 4r1) -53 GRAPHIC SCALE ON FEET) 0 10 '0 i ui:asxia•,a ' E,.1:' e'er 3 - 'y� 7.t:� 1 = 20' • impson Engineers, Inc. CIVIL ENCIUEERS A' LARD SURVEYORS 14.909 APOOP:i:C ROAD W .1477F-...1 11. Sale Cement Concrale Curb,Type. Speks.c County St.nd.rd u R DETAIL. D . TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK STA. 4 +IB, 40 AVE. TO STA. It 2S, UNION ST. 10 43.5 ,• I I.SI TOP OF 0:v wAY� N o — IFT /r1 /II r • CONCRETE CURB SWALE BOTTOM CONCRETE APRON FOR .SLOPE 12:1 LENGTH OF CURB CUT THICK I2 WIDE X.4" /•DOWN FROM GUTTER 5 CURB 2 Id 1 U 4 CEMENT CONCRETE DRIVEWAY r 13 R/w 0.1161 FT / to TYPICAL ROADWAY SECTION : NO SCALE RAJ DETAIL a A ZIcurbcutI MrleS N / _As PHALT — N SLOPE BREAKS DETAIL C. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/w 3 7 8 IO' PLAN DETAIL.q" H1` 25 B 18 .0110 f\. /ff. I alt n Asphalt Concrete. Pavcmeni Closs , 2 Comp.cted Pepth Asphslt Content to O'y'l• Cw.S.o.oT. spat.) Crashed Surf•cln5 ,Top Course. — C Compacted Depth (w. s.P.ET. Spec) 8.5' 0 NORMAL SWALE SLDPE,,I•S / 4 ; DEEP CURB cuT I O� O. OI.1 Fl _ • _ 1 a '.I CONCRETE SWALE BOTTOM CURB ❑1 SLOPE, MIN./ 311 SLOPE, MAR FROM TOP OF DRIVEWAY TO BOTTOM of SWALE 1 1T H th OJMOK 'i ga I0' I 0 of ff /fa - FY�yyj �Ok�PF�li���iJ.S!'91C DETAIL: TRANSITION IN CURB AT DRIVEWAYS AN CURB OPENING LOCAT IONS DRIVEWAY f CURE OPENING. PROFILE DETAIL F TYPICAL, SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE K/w 0 0 DETAIL, C TYPICAL DRYWELL LOCATION N 0 SCALE Cw44Ea LINE 13 I Q 5.ele Drd n.ye 5w.le : Top of Sod Smote area to be 5odd.d b each .home Oa :Ner. _DETAIL_ a 13 DRIVEWAYS Cs CURB OPENINGS [a TOP_ OF EARTH BERM (3 wlo C AT.1'OP) COVERED w[ITH GRASS S00 III •' IV IP:III= I °I 5LOPE,MI1.I. /3U SLOPE, MAx FROM TOP OF UC0.M TO UOTTOM OF SWALE _ DETAIL E / I 3 1:1 MINI. SLOPE MA*.SLOPE at 1 r impson G'uyL!LLL/ luL. f1VI I. OIGiI :LLR: 3 I AI+I Stila'CWAiS B 900 ARCOOI C ROAR SPCKFIIE. A. 951:12 FN 9 ?b -1122 ;awe( '2 2 \\ 90TH AVE. i c CJRV — —_ — T - - ---_ - -_— —__ N : PeLPI R.TY LINE r!� 8 to 0 I r I c. I _. 86. co 13' D RIA N ( \CC l fl r gT `5•F Dc_\IUL "H" ,r Bu1L01NG Sfi15FlCK I‘ M SS �, / .1 F ' .' cS o 4 E0, E. 5• %I f wtisy04, A 8 9967 ER ' y e /ONALC`' .: YIPIRES 707i 97 j e U) • GRAPHIC SCALE (IN FEET) 0 " - 10 20 J 40 1 — 2 0' MIDI IL o 44 TIM. &DDU LOT 95 ELOCCS 3 lbw rw„e.•i u.c impson Engineers, Inc. CIVIL CNCR:E.ERS m LAUD SUR:EYORS 11.509 ARGONNE ROAD SPOKANE, IAA 99212 PH 926 -1322 13 2 i• D r L B icll - r el `'s a xTe lcr -7 >.�.rn. cl e .�:.. ` il • n b 't iztiki,1 -' p q'--iP iv 5� Asphalt Concrete Pavement ClaSS ' D, 2 Co..pacted Depth Cement Concrete Curb,Type A Asphalt Oo..i en* 544•t. 0V' Spok.ne Comely Stand.rd (W.S.P.o.T. Spiel C.r.Seed Sortaclny ,Top Co rec. 0 compacted Depth (WS -oOT. Spec) u DETAIL D TYPICAL SECTION: DRAINAGE SWALE , LOT 4 , BLOCK STA. 4t18 4O121 AVE. TO STA. 1 +25, UNION ST. 10' TOP OF DRIVEWAY 3 CONCRETE APRON FOR LENGTH OF CUPS CUT 12 WIDE X CI CURB 2 W 10' CEMENT CONCRETE DRIVEWAY t /w %F 13 TYPICAL ROADWAY SECTION : NO SCALE R/W c s9 IYnFT DETAIL tI A I . PLAN R/W DETAIL l .11 (1 SWALE BOTTOM SLOPS 12:1 DOWN FROM GUTTER /Icurb Cut IN I // V.r'eS N. I Y ac2 ASPHALT'E.--t \ �I SLOPE BREAKS H.5' et e NORMAL SWALE SLOP CONCRETE CURB '. _1 D• 0.01' `t\® �' `CONCRETE SWALE BOTTOM CURB � N. I:1 SLOPE, MI/ 3'.I SLOPE, MA% fM so Top OF DRIVEWAY TO BOTTOM of SWALE 1 2S IS . r 1 r Iv O> l\�" Top CURB DETAIL C; TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE H DEEP CURS CUT I /l y • PRO TYPICAL SECTION: U; MOLI)I,+ E 7/ K A11 ;V oom (r>PAMAIClii' DETAILS 10 K/w 13' ID' Seale a Dr ar S...le : Top Sod S.r.le. . le area. to ea Sodded b tacit home b..1WCr. DETAIL C TYPICAL DRYWELL LOCATION N0 - SCALE ... au-l4ER LINE DETAIL_ a 13 F DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY j11/Cw <O OPENING 2.0' VARIES DRIVEWAYS 6 CURE OPENINGS 6 DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE TOP_OF. EARTH, SERM (3_Wmc AT_TOP) . . COVERED WITH GRASS SOD ... 1: L_$LOPE, MIA./ 3 :1 SLOPE, PIA).. . FROM ToP OF BERM TO BOTTOM or SWANS DETAIL E 1 I i:l nIN. SLOPE HAL.SLOPE - MEN -2///a/St 4/.31 StillStifiat 05111,p hniiateu Ivlc. . CrrL 17:G1 n:CRS k L ;rIS `:Uli•.EYSRS 1191'1 AR' :3MI -:r ROAD :PC;.. _. - s s l2 FR 52u -13 ? :' Shee( 2 of 2 L 40TH AVE. 7 cuR, _ (r _ ,j PROPERTY LINE t 'G14 _ - "' n� $5.0() 13e DK01Nl1GE &fl5EV .N `- [ UE PlL "H" — 17c-twEwAY _ SEE DETAIL ENyr "G'`.5 , eA.ALUIN6 SG.TISACK 17 - . - : V ES E. 1'i <' .o p M • 9 �.1 it A z . h to X 9/7 FWAS F. '.. T I ONAAL V_ev0 , C:PINES 717: y 3 ) s ° S 1 r " 0 o i.fi • GRAPI -HC • SCALE ON FEET) 0 10 20 - ... 5 40 1". = 0 2 '" 7_� BL OM p BLOM 44�� - If 6�O DL©1V1t5 11TkL1]'LaDDo 1 �,0II � V ,--p0.4 10 4t. tbr impson engineers, Inc. Cl it. L:NCINECRS r LAND SUR.EYORS 11.;,119 ARGONNE - ROAD SPOKANE 'NA. 95212 PH 5A1-1122 '0 13 R/w $wlc • Cem Concrete C.rb Type. K Spokane. Co.nt Standard u DETAIL D TYPICAL SECTION: DRAINAGE SWALE, LOT 4 , BLOCK 1 STA. 4+ 401!' AVE. TO STA. I+25 UNION ST. 10' TOP OF ORIVEWAY CURB W 4 LI 3 0. 1167 FT /FT CONCRETE APRON FOR LENGTH orcuRB CUT 12 WIDE X 4' THICK ---„ DETAIL 11 A /l IN /Icurb Ca} IN 'on `ASPHALT _ N SLOPE BREAKS 11 _ DETAIL G TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE ID' 13 PLAN R/W 8. 4' 0.0761 — 'EVE R/W , DETAILg H" OLIE fi. /f TYPICAL. ROADWAY SECTION : NO SCALE °'t 9 f-I SWALE BOTTOM SLOPE 12:1 i• DOWN FROM GUTTER 3.5' NORMAL SWALE SLOW L CEMENT CONCRETE DRIVEWAY m 0.0147 r CONCRETE CURB � y CONCRETE CURE, .OL"/tl Fi )Fi Asphalt Concrete pavement Class 'b', 2 Compacted De pth As 0...11 Cent En* 5Lit•t. 4 Vt. (w.s.O.oT. 5pe e.) Cr abed S.rfacing,Top Couse — C Compacted Deptb (w•z - o.OT. Spec.) ToP CURB TYPICAL SECTION: 16' 4' DEEP CURB CuT SWALE BOTTOM 1 / 4 4 , 1 SLOPE, MIN./ 3:1 SLOPE, MAX + TOP OF- DRIVEWAY TO BOTTOt -I OF SWALE IB 25' It d iVaLaie lE `ir'i1'L autoL` uc(2) L%Ga4,\111: �Cr DETAIL: TRANSITION IN CURB AT DRIVEWAYS PROFILE J r R/w DETAIL C TYPICAL DRYWELL LOCATION NO SCALE AND CURB OPENING LOCATIONS DRIVEWAY CURIO OPENING VARIES CW +tER LINE 13 S�a1c Drainage 5wate : Top of 5oel Swale arc+ -to be soddad b eacn'ho...a b..l4tr. �D RYWELL DETA C, ) 0. W DRIVEWAYS 4" CURB OPENINGS Ga DETAIL F BERM ACROSS DRAINAGE SWALE NO SCALE TOP OF EARTH BERM(3 AT 10P) COVERED WITH GRASS SOD 1_10 .1NE 1 0.1NE L1 11 1:1 SLOPE ,MIU. / 311.SLOPE, MAX FRor+ ToP OF BERM To bOtTOM OF SWALE DETAIL t E 3 I:I Ml N. S1DPE nc :. - 4 3:1 MAt. SLOPE e ivlpsol: Engineers, Inc. CIVIL fnCI1:I:LN,4 is I AIID 41R':L'i(PS 1,90; A■ F1JAo FCna11E. a 3212 Hi S)tecl 2 of c 0.14. 114 V 0 � u 2010_ I G" M.. ACROSS S LE 1 sEE D64A / IL,te,, ,\F" \ \ V O A \ 4 1 ('CTS, {IC'. ,(!D SURVEYORS E ROAD fm / 1 30.41 W l_- r CL u 0 O cl ro .me 111175011 E? NCINEERS & 11.909 ARGOT Si'OR1 Atli WA 9011 12' 19; 10' r B W --1144""f" X115 �0> 0E16 f1 /fi. Sale Cement Generate Carb Se.Kanc Co.. 5tandcr DETAIL " 0" TYPICAL SECTION: DRAINAGE SWALE • LOT 4 , BLOCK STA. 4 +18, 401" AVE. TO STA. 1 +2SI UNION ST. 10 13 TOP OF DRIVEWAY O.II6T FT/ CONCRETE APRON FOR R/ W 8.5' 4 0 — GIL'1 FT/ • • DETAIL ll A ,SLOPE 12:1 LENGTH OF CURB CUT IL WIDE A 4 THICK /DOWN FROM GUTTER 5 5' r ----. t ........:r --- 'I CURB a �I /IcurbcU}) � a I / Varles , �ASPHALT-Da N. SLOPE BREAKS 10' CEMENT CONCRETE DRIVEWAY 13' TYPICAL ROADWAY SECTION : NO SCALE PLAN DETAIL Ga . . R/W DETAILa H 25 Asphalt Concrete Pavcmenl —� Class'A', 2 Compacted Depth Asp Content 55, to &p "' (w.s.D.o.T. Spec.) Orahtd S60 -,Top Coar.c G' Compacted Depth (N.s.00t 5pec.4 t �p1 SWALE BOTTOM 8.5 NORMAL SWALE SLOPFL 0.0l 1 `SWALE BOTTOM 0 ot CONCRETE CURB TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE r DEEP CURB Cut y '-CONCRETE • CURB 8 PI SLOPE, MIN. /311 SLOPE, IMAt PROM TOP OF DRIVEWAY TO BOTTOM of SWALE. I 1 25' 10 1 to •O•I(V �ST Saalc DraTnaye Swale : Top of Sed Swale area 10 be sodded b aach Lho.nc baI4tr. PROFILE H9L L ME it H !amok L?r h i . L nti r.L R/w W DETAIL C. TYPICAL DRYWELL LOCATION NO SCALE 10.0 F 5.5 11.E y SOD ' • m � f r i / 1 _DRYWELL L J DETAIL l [3 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY /^fV, OPENINE 2.0' VARIES Cau -14E4 LINE DRIVEWAYS 4 CURB OPENINGS DETAIL F TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE TOP,OF EARTH DErcM(3 WooE AT. :LOP). COVERED WITH GRASS 500 .. //(3 //- . Lim Iluw :— s//l /� )/ 3/ GlllSplH Irai6:111 5111 =111$ 11� Idl._SLOPE,MIN. /3:1 SLOPE, MAX. . FROM TOP OF BERM TO bOTTOM OF SWALE i DETAIL E 3' 1:1 MIN. SLOPE 3:1 MAL. SLOPE unpst,n Engineers, Inc. CIVIL 13:cI17a2s is 1 Al10 ;URvEYOBS 11.9OEI l.kCONNE RG.AO :.- ei21:: i•n 9:I. -13 . ho:( 2 Lf 2 11/17/92 15:21 FAX 206 344 5374 7 AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT NOVEMBER 17, 1992 BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: S089169 AMENDMENT NUMBER: 001 - 1- U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 AAAAAAA * USBw: INTL DEPT ALL OTHER TERMS REMAIN UNCHANGED WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. DOCUMENTARY REQUIREMENT NO. 1 CHANGED TO READ AS FOLLOWS: A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: t THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR OTHER WORK AS I5 INCIDENTAL AND RELATED THERETO IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS SUBMITTED TO ANA APPROVED BY THE SPOKANE COUNTY ENGINEER'S OFFICE DATED NOVEMBER 17, 1992 FOR MIDILOME VII ADDITION. APPLICANT: MIDILOME, INC. S. 400 JEFFERSON SUITE 333! SPOKANE, WA 99204 -3143 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION SEATTLE, WASHINGTON IZED SIG JUDY rte .n1MT .S,SDC:ST \**34TKES PAGE 1 FORMS AN INTEGRAL PART OF CREDIT 5089169 ** 2002/003 U.S. BANK . 11/17/92 15:21 FAX 206 344 5374 gI AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT NOVEMBER 17, 1992 AMENDMENT NUMBER: 001 * *3THDS PAGE 11.S. BENEFICIARY SPOKANE COUNTY ENGINEER N. 811 JEFFERSON ATTN: DAVE BERTO SPOKANE, WA 99260 -0170 REFERENCE: MIDILOME VII LETTER OF CREDIT NUMBER: 5089170 AAAAAAA ALL OTHER TERMS REMAIN UNCHANGED .USBR' INTL DEPT BANK OF WASHINGTON, NATIONAL ASSOCIATION - INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 APPLICANT: MIDILOME, INC. S. 400 JEFFERSON SUITE 333 SPOKANE, WA 99204 -3143 U.S. B OF WASHINGTON, NATIONAL ASSOCIATION SEATTLE, WASHINGTON 1 FORMS -AN INTEGRAL PART OF CREDIT S089170 L1003/003 r BANK r WE HEREBY AMEND IRREVOCABLE STANDBY LETTER OF CREDIT AS FOLLOWS: 1. DOCUMENTARY REQUIREMENT NO. 1 CHANGED TO READ AS FOLLOWS: A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING, EXACTLY AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN'. UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY ' REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR 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 DATED NOVEMBER 17, 1992 FOR MIDILOME VII ADDITION. ' IZED ISI GPA . r3rti4.L Qti`` ASS 'S r: r,: ' ' ,— i : ::.� r sESrDE , r.'� GF'0008 L+DTQ1 U.S. BENEFICIARY: SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WA 99260-0170 ATTN: DAVE BERTO LETTER OF CREDIT NUMBER: AMOUNT: NOT EXCEEDING U.S. • SPECIAL CONDITIONS_ BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 - 0720 SWIFT USBWU566 FAX (206) 344 - 5374. ISSUANCE.: (206) 597 -7049 NEGOTIATIONS: (206) 344 - 5447 IRREVOCABLE STANDBY LETTER OF CREDIT EXPIRY DATE: MARCH 16, 1993 AT: OUR COUNTERS PRESENTLY LOCATED AT 1414 FOURTH AVENUE INTERNATIONAL DEPARTMENT SEATTLE, WASHINGTON 98101 ON OR BEFORE 4:00 P.M. !APPLICANT: IT IA c *� c 5umme�S�r,� IC /0 ROBERT TOMLINSON IS. 400 JEFFERSON, SUITE 333 (SPOKANE, WA 99204 -3143 o ;Tao .00 DOLLARS 15,200.00 - - -- � °- +tee \v EPi \NCDRLA.Q6 SzveN Q0. � j(oo ' WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT AVAIL.ABL.E BY YOUR DRAFT(S) DRAWN AT SIGHT ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: , THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY liOUIOCn _TO..COMf1UTC,.TI.-,-jHPII LI TNU ,.dig,iiKML DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR 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 2. THE ORIGINAL OF THIS LETTER OF CREDIT. 1. ANY AND ALL. BANKING CHARGES OTHER THAN THOSE OF THE ISSUING HANK ARE FOR THE ACCOUNT OF THE BENEFICIARY. 2. IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT SHALL. BE AUTOMATICALLY EXTENDED, WITHOUT AMENDMENT, FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE PRESENT EXPIRATION DATE OR EACH FUTURE EXPIRATION DATE, UNLESS WE HAVE NOTIFIED YOU IN WRITING NOT LESS THAN THIRTY (30) DAYS BEFORE SUCH EXPIRATION DATE, THAT WE ELECT NOT TO RENEW THIS LETTER OF CREDIT. ALL WRITTEN NOTIFICATION SHALL. BE SENT VIA REGISTERED MAIL. DRAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: 'DRAWN UNDER U.S. BANK OF WASHINGTON, NATIONAL. ASSOCIATION IRREVOCABLE STANDBY LETTER OF CREDIT THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS' (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. A00 WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND /OR DOCUMENTS PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY . HONORED UPON PRESENTATION TO US THE AMOUNT OF EACH DRAWING MIDST BE ENDORSED ON THE REVERSE OF THIS CREDIT BY THE NEGOTIATING YANK A CHARGE OF USD25.00 WILL. BE DEDUCTED FROM THE PROCEEDS OF ANY DRAWING PRESENTED WITH DISCREPANCIES. U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION AUTHORIZED SIGNATURE E. Washington Business Banking West 428 Riverside Avenue U.S. Bank Building Spokane, WA 99201 November 3, 1992 Dave Berto Spokane County Engineer N. 811 Jefferson Spokane, WA 99260 -0170 Re: Midilome VII Dear Mr. Berto: U. S. Bank of Washington, National Association is committed to issue two stand -by letters of credit as described below: Account Party: Beneficiary: Midilome, Inc. S. 400 Jefferson, Suite 333 Spokane, WA 99204 -3143 Spokane County Engineer N. 811 Jefferson Spokane, WA 99260 -0170 Attn: Dave Berto Reference: Midilome VII us. BANK RECEIVED NOV O 31992 SPUME COUI tY MINER Amounts: $198,000 and $22,000 Expiry Dates: November 3, 1994 Special Conditions: Per attached draft. We are in the process of obtaining these letters of credit from our International Department in Seattle. We expect to have these letters of credit available for you by Monday, November 9. Upon issuance, a copy will be FAXED to you at (509) 456 -4715. If you have any questions concerning this matter, please contact me at 353 -7033. S Mark A' Virden Vice President MAV /pj cc: Bob Tomlinson Midilome, Inc. S. 400 Jefferson, Suite 333 Spokane, WA 99204 -3143 Rai . '..)./ 3 I i YAID 7 11-1 ADDITION . . .. t'l 0.. ; 2. 7 .5 ,1 z. o c. I S i.)gAINAGE. CALCULATIONS s .5 3 1 9 ( / 14- 1.1 \p / i 9 fri2 .....: • _ ...._ . ...B P-..S: I_N___ C L73"....4. _6_ .:.T_ _• .±/ 6_ _ . .. _, ,____ ...._1_0/17..../.9__ _ ! . _ • _ v?.. 2069...i: 1 -t 3501 --= , i liD Ir . 3.5 0- Qt ?,fl "2-'101 \ 53P & 2/ /-\ opFs ___ . • • ceg,tv sc _‘.0 0 Dst.1.0.0_0 : O 3oloo • h = 39ot,-t 2 k - r ; .A Gg 8.11 3S 11-3z 2_ r 2 c gf-Q1.11F-71:9 61343 Vt \3kS'1. - to* 50 - -- 2„5q-83 c-o..90 , + Ft o.■6 ACRE -.• 4 1 - 3 ET 2_ .z.. 35o1 t 4 1 - , 12- Fl- a.:12- cv - lin- 5c. t4 co . ,.._ ._ . a .b9 Si!, e.‘'- IS I° - 1 I k 4" 0 0 , . . 59-.31"ce, -- . \ . • . ... . .. q 1 6 -3. 50 --1 1 ; 85 , \ t, (,,,,?. .\\, o n v qn . \ ‘, 45 e Llo zi-cact i 15 7 1. 44 e . MID t -y p\t p 1 NO. 17_50D, STogo■Wq lNs LCJALKTIoNn (V-Wal) 50/1 - 1 3 P‘ -S. ( • -.6 . • „ ' cgo55- secTrofroo_ Agepol SWALES • 0 1 0,51 g At) j NC LeNGTH k LE ZS 0 70 1.0 ThN S WALE - 1 - 144-1g.91 v , 0-1 ' dfr0 e- ' 6 4: 2--- _ 4-1-6 ,vis 07 jas_ Et Et 1.00 to -- 45 e. @ k. 0 — .. . timr Gt cfl 6:e.' 64 ‘) 1k SO 'a Si g iNGE- t 6 ++ \olt 0 at - 1‘1?€ ‘‘A t asp "F 1% :".; f,--rotz.•_E,6s 0 .3 c! ot.d.r) 5 tsvp,11.-11/4sL;e. ‘6 Ft, '4; ,I.98 32. 3 > .-zso 'i' f I ONAL FORMULA HYDROLOGY `J ,DATE = 10/12/92 PROJECT NAME = MIDILOME 7TH ADDITION DESCFRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .23 ACRES SUBAREA = .:_ ACRES TOTAL i1REA =- ,t15 ACRES OVERLAND FLOW ,VALUES 0: = L = N = S i -1 CHANNEL FLOW VALUES L = 360 Z 1 = 8.6 N I �) . S = .009 . COMPUTED VALUE.S.- • DUR = 1.10 / .S8" • 010 I -_ /C22 Al/ DESIGNER DESIGNER = K W MCMULKIN BASIN "G1 +62-±- G:3 +84" :SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA .. RUNOFF COEFFICIENT =- .15 COMPOSITE RUNOFF COEFFICIENT = .46=:636363636 BOWSTRING CALCULATIONS 42; �dATE = 10/12/92 DESIGNER = K W MCMULKIN PROJECT NAME = MIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qdcv, • Vin Vout Storage (min.) (sec.) (in./hr,) (c.[^s.} (cu. ft.) (cu, ft.) (cu. ft.) 5.0 300 10.0 600 l5.0 900 20.0 1200 25^0 1500 30.0 1300 35.0 2100 3.18 2.24 1.77 1.45 1.21 l^0f . .91 36.6 * 2198 .88 . .0l 326 90 236 . 57 459 180 279 . 45 544 270 274 -Si 575 360 235 ^ 31 620 450 170 . 27 640 540 100 rr 653 630 661 660 BASIN ^G1+02+0 40.0 2400 .82 .21 650 720 -62 . 45 2700 .74 .17 651 810 -159 5V.0 ,� 30�0 ^60 .17 650 900 -250 55.0 3300 .64 , .16 661 990 -729 60,0 3600 '.61 .16 676 1080 -404 65.0 3900 .60 :15 •05 1170 -465 � 70.0 4200 ~58 .15 732 1260 -528 � . 75.0 4500 .56 .14 743 1350 -607 80.0 4800 .53 . .14 750 1.440 -690 � 95.0 : 510() .52 � .1 ,13 768 1530 -762 90.0 5400' .50 .13 784 1620 -836 � ' ' 95.0 5700 .49 ' .l2 8O6 1710 '9�4 . 100.0 6000 ' : • .12 826 1800 -974 . ' THE MAXIMUM STORAGE �S 279.��44799998 CU. FT. / � `^ * The time of concentration Is 36.64122 minutes. ' The-Undeveloped flow out is ~3 c.f.s. TEN YEAR. STORM CALa DATE = 10/13/92 . . PROJECT NAME = NIDILOME 7TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA = .09 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .09 ACRES -COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES CHANNEL FLOW VALUES •. COMPUTED VALUES DOR = 5.00 410_ '= D10 = .26 DA = .76 i• . . ,/ Q Q L. Ct = .15 L = 0 N = .016 = .01 L = 118 71 = 16 72 = .172 N = .016 B 0 S = .008 TD •= .1090 ) . RATIONAL FORMULA HYDROLOOY Cu'lce E.N IN& p.n 1-0N4 POINT .-t• 05' 1-kk-kl OF c..utc 0.‘octS v?r oE Low 0.7.6 cc.s eLow LKtE • - 3 4.. • 3 Dill ‘f kr■ , DESIGNER = K W MCNULKIN BASIN "G1" 1 t‘ Uve go?Ie- ST. k D i iie • f EL'a vw c.ut 4 0FENIN6 • NEAR. e•vi k‘t • 46 Ave— (9c>)(tS) = 4zo • wkokvc5 Caro)(vd.) - 1 to S'361 F-t * O. 0 G I !k v3-k I-k 0. z e_ 0 G . • 4 o Q. 3. (k-k) 3,081 (0.■09€8) 'f'D 1)6? .c.4.e5s 1 ' 0 1 4 Ski 3 \t/O)C.: • G IM. DE-E.? 0.±17_. • - pt 9939 , • II r • vv■ yc) ■ L. m io.).1) s 2ve.p,tbiA C ALdULATIONS €1 \-6E , 7- k2- • 7 A It4 \\•-■--". • - 2 . 0 IS TO 14, gig z Q1 FT- pK t 1%7 1% I • ' NO 12.500 5/6 -- e- , hz /9 P ?ton . ( 9 t, 1. 16) (1 (2..;) 2-9 0. g 1' • 0. o ,,c-cze • OQPT- • 1.- Irv\ rEptv okAS o t 00 0 = p 1 2- 0 9 C- F- ._ t\ k :15 Ps .1.3.9..0 • 1.,._=__16_`8 • )A 11\4 ..`:612 .YVI \Dll.00f\E.. '1H p..1,p176Cf,1 �TO lz‘rv i x `r!!`T Pf F•III f EG CF LC'.! LATIGt1_ AV.AII.A.RSr�'_ • 5.. -., 1G L 29 F?• iE 9E7_F�� vicws 7 ; :2 5 0p; AG E L530 1-I Doc) _ Z O Ir` f- E};Vroic (-) 4 x ;.e.o - IZ 0. 0 :b. pc Acgc • SToRAUE,:(Z QUIR -- I53.0.FT /�Ir, Z i �'C .: : 12ir, / FT. . r D A S 1 1 \1 "G3 10 " . 4E44 FT, n ' l . 1,34)0 E • • rGKIVE� ' - r _ V 1w,rci= vrous,. - ._ . ? 4 6 4 4 , — t . .1432 1 LoT • 1/4. \1GI1,.Cvvlc TN r� : j:l•TII:(I ??1- , ‘14/.6c. Chi-cut-(:T•101‘1= O FT, Fi O. 06 FT- u t .20S S•tog F.ERUIF•ED. _.. .2-1 - I.t.. FT. X. 1/2, t4 121N/ 3 (40. lZ 3O (K v,/ '0.0 _Act 0 n - r lh \FC}:f.ylput 1 1'.■ DI L. C. 1 1N kJ.; 111CI •�" .1% c. CALC'! l AI�ICIl::: NO. i-tsco S A "C OTA L. l3 ,204 a 6^� 14-1 q B. t � 4100 ,H . 7X0450 • P` F=oof.2 ✓ 0 r ego _ 2_ ''L6 —' 4-9 0 -r 2`��.D In�FEf�V. V l ,; � 33 39� 9 >3,1 Y""/ -- A 6FASS X6.91 cf.: 2. 00./. o. o °1 ° MIDIL -0Ma -11H ADDITION S ATE ~ DgAIN& CALCULATIONS 1- G3 -t G4 6 ^ - L / / ✓ ' t `fi 8.44 T 10 R‘ E< = -2-...2c5O-1" to jo 40 �IyoO + 313.56 C@ o.9s ° 5�•3l @ 2.os °/° 35,\t' @ 1,00 *53.03 e kWh 3501 0"V 0/ Dv 3000 t�, zoq ✓ .0- .2. - $ /A C K - > 10,6 `yl -4 18 4 1.0 36� 1.o9 t8 2:73' 9 119 1. 1 J' /t 0.3 Vv\ i pp l L orn"I; - � r({ F-1)1) 1.0 �T0E- rAVJKIE p 1`p..thi CALtu P.SIN (71 I, Gz --t-, ( 1 - 6 -r 6 c %425: - StecTioNA,L. AKEA of S WALE : ) (-'O:S)(4.Z If 4 I fr. S VJ/t 1) - +4- 4i)(o,5)(344) _ • 1; Fi 1:0 L - _ .. gicl) /.ND LENGTH o\ WALL-::= ° Io AND G I.o J 7HN WALE 0 •E CONS' /DERD I 101 0 7N 0 ..s \w * +D • 9l t^"Mrn ` o � ,/'- 17 V CI ' r 3 . t b s !=r. C 1.0 0 /° — I (n - c,-.- . 6 I y V of \8,1� "- w 1 G2 45 FT.@ I .00` 7 ° 1 G %q � L - - - --_ 1 ±) -�--1._. = . \:T, ., J,u,s. l'1- niw- _Q,c,� ( fl) (18.FT.)(0.5 FT. 342 FT tr FtiQU1KED a �?_ �I � N o. IL OC7 5/- Cf - 'rl fly 18 I Fi \) ZO( "s- /:GE. = 3536 t 6++ tot t- o == `-;5 1 FT . sfoROt _rro•srck&ilY • . _ - b 3 0 57 1 o 7-) 1 - - U "A D';-7 W -I e-0 0 FT 3 f. rot —r.' ('0.3 cF- ov.r) 5r(DW.AGI:_ iNVAl1.- ABI.'E • -_ -. . at 1.4t1 s 1 qq • 181 Fr- X. 1.98 FTL 370 . F?- • ? X30 Fi. 5.. 6 / • o Fr. 7 55l i 400 DATE = 9/17/92 PROJECT NAME = DESCRIPTION = STORMWATER DRAINAGE .37 SUBAREA l = SUBAREA 2 = TOTAL AREA = .61 ACRES OVERLAND FLOW VALUES CHANNEL FLOW Et - .l5 L = 0 N = .03 S = .011 L I1 Z2 TD VALUES = 440 = 8.6 = 7.3 = .03 = 0 = .011 = .3135 COMPUTED VHLUES DUk = 5.00 Ii0 = 3.1R 010 = D A RATIONAL FORMULA HiDCOL0G. DESIGNER = K W MIDILOME 7TH AD0ITI0N UCMULKIN BASIN "61+02+63+04" SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = .15 COUPOSITE RUNOFF COEFFICIENT = .604918032707 TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 9/17/92 DESIGNER = K W MCUULKIN BASIN ''81+82+G PROJECT NAME - MIDILOME 7TH ADDITION DESCRIPTION = STOkOWATER DRAINAGE . ' t , t Intensity Qdcv. Vin ;out Storage (min.) (sac,) (in./hr.) (c.f.s.) (cu. ft.) (cu..ff.) (cu. ft.) 5.0 )1( 3:0 3.18 1.17 472 302 10.() 600 2.24 .83 580 120 490 15.0 900 1.77 .65 654 270 384 ' 70.0 1200 1.45 .54 697 160 337 25.0 1530 . 1.21 .45 715 450 265 • 30.0 1800 1.04 .38 730 540 190 35.0 2100 .91 .34 630 109 40'0 2400 .02 .30 757 720 45.0 2700 .74 .27 765 810 -45 50.0 30o0 ,68 778 900 -122 � 55.0 3300 .64 .24 803 990 -167 60.0 1600 .61 .23 633 10E30 -247 65.0 3900 22 879 1170 -291 70.0 4200 .58 .21 921 1260 75.0 4500 .56 .20 942 1353 -408 80.0 4800 .53 .20 959 1440 -481 85.0 5100 .52 .19 9.69 1530 -541 90.0 5400 .50 .18 1015 1620 -605 95.0 5700 .49 .18 1049 1710 -661 100.0 . 6000 .48 .18 1001 1803 -719 THE MAXIMUM STORAGE IS 400.245119999 CU. FT. * The time of concentration is 5 minvtes 7 The Undeveloped flow out is .3 c.f.s, DATE = 9/17/92 PROJECT. NAME = MIDILOME 7TH /ADDITION DESCRIPTION = STORMWATER RAINiAGE SUBAREA 1 = ACRES TOTAL AREA = ._. ACRES COMPOSITE RUNOFF COEFFICIENT == .9 OVERLAND FLOW VALUES C t =_ .15 L = 0 N = .016 S = .01 CHANNEL FLOW VALUES L = 453 Z1 :: .172 Z2 = _6 V .016 = 0 3 = .011 TD = .1625 COMPUTED VALUES I10 = 3.18 / 010 = .86 /// GA = ..06 CuKK OY1;14kRG 014 CoN"CINUOUS C�RAfl L z_ O.I62.6 FKoch F\E• ■G a) T 1-i 6N ; RATIONAL FORMULA HYDROLOGY DESIGNER = 1< W NCMULK1:N BASIN "G" RAVT. SUBAREA 1 RUNOFF COEFFICIENT = .9 6t4T1tR t.t?CzeSSION AT INLET (INCH.) p6P11-1 OF FL.Ow (1t1 FEET) QQ — 0.11 L 0.86) SPY ; 8 FT. w (DE ; S t�• DEEP 1.92 rt. 0.1 REQU\K�b 10 INTEFCEFT \Do fLow 1 ' I .,. 1 _ 11 I 1 I 1 , I 1 I , i. I I I. 1 1 1 IN 1 I l I .r 1 . 1111111■uMa r i I > E' • 1 ..,L. 1 MI I 1 11 + 1 1 � N.. .4 e.4 1 A 1 HI ( usa■■ 0= u -U riumws LIIVi pp d0 1 • WISE .... 0/ - - -t -- _L I I -I- 4 � 1 iT _ 1 I. , , , 1 , :1i IL 44I 1 :1 \ .1 '1 ,? r• \ .: : i : ±121 . :. * L' N 3 i 1 • r , ' F1 Pr" I �' � .. 1 1 I H-11- ---I F H IT 1 1 _1_ .., I.i LI ' '•S. j'�: I'�In I I�,. 1111 ! 1 ��j I 1�'1:." I:1 I 1 1 I ,I I ' 1 1:1' 1 :' 4 441.14 LT F I I , Li11_111_11 lid. le 1 1' j ,1 1 I' I rr►a� � I � M ■ I 5 vw ar� luu■s�■ u■ t 1 . I I . p O nem no �- �� - 1— �- 1 I ... , I, � I I� I I I 1 1 I I / jw I I ; 4 I I .. I 1, i l 1 ..I. �/ I I 1. I , I , i 1. ,.,, - 1 1 !11 1 LI.. - .11 ' 1 I 1 ! il. 1 I. I I 1 1 1 I ''I I II .11, 1 ; , ` 1 1 111 1. 1 1 i 1 `+ ' -t 1 .I .I 111 I I I II — I r- X I. ' .. /' 1 If 1;1. I I ,�,,, 1);: „;1• ,1 1_;4...1 I .i.I I 'I I I 'I I I 1' l 1. I ` I I I f' 11 1, , a) DISCHARGE PER FOOT OF 'LENGTH ''OF CURB 'OPENING 3 ” ` INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW b)j PARTIAL ;. INTERCEPTION r•; �. 'RATIO "FOR INLETS OF .4LENGTH LESS THAN La DEPTH OF. FLOW y - FEET .03 .06 .08 .10 2 L / CAPACITY OF CURB OPENING INLETS ", ON CONTINUOUS' GRADE 6 -39 FIGURE 16 IN 1 . 1111111■uMa /�■ MI II � N.. .4 e.4 1 A A 1 usa■■ 0= u -U riumws LIIVi pp d0 2 1 .... 0/ - - -t -- � 10 12 ra , I .; , 1 j • • ,t • - ` NIIllllI � El I ■ ' 1 :1 \ .1 '1 ,? r• \ .: : i : ±121 . :. * L' N 3 i 1 • r , ' F1 Pr" I �' � .. 1 1 I H-11- ---I , a) DISCHARGE PER FOOT OF 'LENGTH ''OF CURB 'OPENING 3 ” ` INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW b)j PARTIAL ;. INTERCEPTION r•; �. 'RATIO "FOR INLETS OF .4LENGTH LESS THAN La DEPTH OF. FLOW y - FEET .03 .06 .08 .10 2 L / CAPACITY OF CURB OPENING INLETS ", ON CONTINUOUS' GRADE 6 -39 FIGURE 16 _A_ ..._-t .__. 1-% t5,601 f-ti .)(1g) Z 4 0 7 0 Ae T. — 7 --- — a — 7 6 1 ---- 1 0 0 F. 1 . _l-J2 1%o., 4. i 0 0 0 17. H-tclEk '17 - lot 9931 z iN T tri/ VVUd - 1:1) I Sfl'AIATCVC re-ve-F 1—A , 11 'BASIN _ 9Za t \ 000 0 Z o._ F km ?E1- S / 5 0 1 — ‘2 = 5 FT. 1 ttE.00 5/GR/ . viv.1) 0. V JcFE- < V\I‘Dt . L...o1A/1 G - 1-rt.01,1 (10. tzSoo • - L - 1 - 01?-0 - ■\./qt\ -- 1 - . Eig 1•:' C..FL-crit—i-titcptIL: 57e/qz , . • - -,:::: • .-z...569 • (7.-) 4-0 )4. ?a. .:..._:.:A a/ • 5)-69: rhy - WOO flY - 7 ( F. \-.4x4E:-. "f- Lcrt IDoo Ft' i-o I frx = 153 ir, 100D --: 2-5 FITh f.c.r.g. I k'm €"*C1=VIOLC:. I / )51-01 el . 1 .• .. I . . 1 . . t5 V7 "'" 7 I L. I _I- I • • . • • •7 • 1 . . 4•11..`f, its, • " cr ' • -4-1 7f1 . 5`),(_( • 1 BAs;; 1 `63 ° 4844 V /4,1 i (1 ecTe: if; 1- A6c. Cs_ At...cu A 1 ■,-- loDO V / r• wAf • 54 S1 = etrs`--- -0455 • HO. 12.17.35 v./ 1 • /2 IN, 2 - 0 ?) • STORAG F•e•QUIt) 7- I o I frr. t2_ BASINi h6- 4" / 3507 - ir‘ E An Te' v OtA C>1 c)lit G. 1T ki; 1') 1 «. , A ; $ 0 gAG ..F - 3 r el° K d• • 0 No. ye, so° 5/5/q WA) 10 13 Ce.nent C•nv•te Curb',Tgpe Spekeee Ceunty Standeed Neptiolt Generale ?a•e.eeni Chase 'D , i Con.p.cted Ocpt A.SpksH Ceekee4 se/ t. 64 Cracked 5.rfacns ,Tep C C Cee•pecteel Or-rk. Spec.) TYPICAL SECTION`: NO SCALE DETAIL :Dm D R -- TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 STA. 4+18 407H AVE. TO STA. 1 +25 UNION 5T. R/W .10' 13 TOO Or oRNCWAY- .O1b1 Q 13 33 FT /rr CEMENT CONCRETE DRIVEWAY 1011 B. 5 LS 1_ y o.olb � — �IFVn Ab C;. t ' CONCRETE CURB SWALE BOTTOM ToP CURB 1 .. DEEP CURB CUT '9. CONCRETE C rjWALE BOTToM I CURB I SLOPE, MIN , /"dtI SLOPE, MAX FROM TOP OE DRIVEWAY TO BOTTOM or SWALE _... _.DETAIL DETAIL: TRANSITION IN CURB 'AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CVRR OPENWG CRETE APRON ro, DI TAIL A I SLOPE 12.11 NGTN OF CURB CUT DOWN FROM GUT if WIDE % 4 " THICK / r 5 '. ".....r 5' L. CURB — I /LSUrbC•TY.IN 1 // Nee I .p ASP HALT 7p....... \ SLOPE [BREAKS \! . L Cx TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALC R/W NORMAL SWALE SLOPE. 0. OIb' ii TRANSITION PROFILE DETA ICE r ELECTRICAL TRANSFORMER — IN DRAINAGE. SWALE 13 F / Drelnage Sale DE'.'L,ONE 'r1 H A m in g0[ IrilsAII . TRANSITION SIDE VIEW .5—He Draln'age 5Wate. Tep of See Swale area -to b'. sodded 6 eack'hs.ne bdleter. • ..DETAI L._. C :TYPICAL DRYWELL LOCATION, NO SCALE VARIES t. Ire-OE lam 3 GU44ER LINE DRIVEWAYS `e CURB OPENINGS (e Cleekrlcat pour" „Tran Conc. Curb c rev cni . iItpson I;11[pm:us, Inc. CIVIL EIICINEERS - H L4140 SURVEYORS 11909 ARCONNE ROAD • SPOKANE, WA 99212 PH 926 -1322 :s} C S -/ Sly Lloc -e I El c. ct. cat rt., 1 ��-I _ Trens[crp.er 1 \ G.rb S'r. e1 (ASp4a" rev ,r -.)� PLAN VIEW {- ghee/ 2of Electrical Power / \ ^T ransformer /conc. Curb / \ (pavement / � / *vs _.vi i \\ • '\ \ \ P� p \n�� \ Constru 13' 1 2 Citrb Opening e, G deep, Sta. 1+ IS - to EA\s Single. Barrel Drywell 1 l5±• l O 1 +28 \ \ \ A we / / • 1"1 • \\ \ / / / \,( \ \ / .\ \ / 2 \\ / / / \ \ / _ 5 51n l e. \ . / \ /J \ / E 6arre\ D r y well� — \rr� � _ / 3 ts 3 • 2.0 ' Top Curb `S I 1 . e f t A - PRO xlstln5 Curb Cut 5' wide., 8" deep C E.R. 5+30.13 // / • / / / i ce, / / r 4 7 • WDIL OK /f r 9 v A IU. L CI V. N W A14 • ' 7 1 J 4 C9 F. w N W _ } O I y . ,u -L` W O tu, J J . - 0) ¢1 i -r t O — P • Q W J 1 . J, 1 WEAL - N „ ( !0.2T'tieA?AiS z f VIL SP 2 - J i Ila i WipSull Cr ii is eery, In; NCIl:EE.RS A I0 SURVEYORS V509 ARCU,' E ROAD ANE 99212 PH 923 -1322 .0t7 'II 10E vim,! S fe I F I < , TOp of Sea 1. • S•v.le area -it, be Seddad b ",,--- x � w . ,. DETAiL_ G ..TYPICAL DRYWELL LOCATION • '•„ . r� QTR'.. CURB 13 CEMENT CO1CRET'E DRIVEWAY • DETA1L' AeplisIt C.ncrete psve..ent ' • GIPPS'B', z Co•np•tted Perth 1,,,, Y. C e..eni Gsncr ale Curb Type A � •' Aerb.lt Ce..ten* 53t5 03 • Spnk.n. Caanty 5isnd.ra . I (w s D.oT. Spec) + l ,. C. °Shed • Sarts.Cm5 ,Top C 0' C .npactea Depth'(WS.DDT. Syee)' -I., , DETAIL "D" .- _.. TYPICAL SECTION;• DRAINAGE SWALE ', LOT 4 BLOCK 1 STA. 4+B 40M1 AVE. TO srA. I4 25, UNION ST. 1 8.5 Lb LP OC ORIVEWAY� 0.0,„ 1!x911 OVUI 0. 13 J 3 Fr - -'o- p.li' CONCRETE CURB SWALE BOTTOM CONCRETE APRON EoR LEN0•41 or cuRO cuT 12 WIDE X 4'TWICK DETAIL_ A VAIDIL n IN( TYPICAL' " ROADWAY SECTION : ' R/W P40 SCALE r • _SLOPS 12 :1 DOWN FROM GUTTER NORMAL SWALE 5107 • TOP CURD SLOPE BREAKS • DETAIL., . G...... TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R /W SIDE .VIEW. / V • DEEP CURB CuT 0.01411 F SWALE BOTTOM' CU0.6 • ' L1 :1 SLOPE, MIN. /3:1 SLOPE, MAX FROM TOP . OF -, DRIVEWAY�TO .BOTTOM OF .SWALE. 4 - Mimi©} DRAINAGE DETAILS S TRANSITION ('t . 1...—DRYWELL to DETAIL._ . C3 ..__. DETAIL: TRANSITION IN CURB AT DRIVEWAYS ' AND CURB OPENING LOCATIONS DR O IVEWAY f CURB OPEWNG ' 3.0' T{NUS ITI ON VARIES I 11 • G.U4-IERLI146 DRIVEWAYS S" CURB OPENINGS (e DETA ICCELECTRICAL •;.TRANSFORMER IN DRAINAGE rSWALE Elert r;cal row„. ,Tr ns tnr.nc. /Psve.,e••I ;I ”•119.5 i lnpsnn Pngilne_hrs; Inc. • 'CPA. ENGINEERS .e 1,4ND SURVEYORS 11.909 ARGONNE ROAD ' SPOKANE, WA 99212 PH 926-1322 1 rl I j Ele el .lcnl ro.••• • Tronc'ern.•r c 1 ' 11 ' Cdrb • = _ 5ireti �(Asp6elt • Pereme.•1) .--\_'.. #,. • PLAN VIEW M1 Sheet 2 o 2 i:KPIRES 71171 01 .. , ' l e ,./ i / ]\ p \� S. CU (Cu EEE iic�� - i -DE IL � / / �. 0 /? c t cZ•- /? c Jr 0\ -jG FDIC SCALE (mil FA T) } // / DRl' /Il''AY.. `EE DE L' ` DOVCSLE, E�IC2E L__D(ZYI.lE1�,LE, / \ PTO P_of_C: -CA'rr F- 4�.v,. 2o � 7 SEE DETAIL SINGLe SARRfiI DRY W \ "Ccp OF Gg re 1 \LCID GS �\ SEE D 'r m l_ "C N „--- ---- 5 - it,. o -- \\ . G ODDOL ©ECG flHa £WDD. L ©T ©TALKY TR \3-1.5 ✓"O Q ML " " Tql " C, 4 1" i w.4,1 hi6 • ivgsois P- n yineers, Inc. a „N rz CRS f_ LAND SURVtY i S // ).9b9 ARGONNE. ROAD,' _/i SI}e.dl:E, ':iA 95212 PH 92€ -1322 .0318 TT/F+ ' , ET /ET Vrstn .se Swale s Top of Sad Swale anti to be DOddid b each •ha.ne bu:Ner DETAIL_ „ G .... T YPICAL DRY WELL ;LOCAT ION ' NO SCALE 10.0 S.S SOO J' •1 1 Cew,en* C.nv. c Cur! ,Type Spokane Couet3 Standee-c1 • U A DETAIL D ._.. ._. TYPICAL' SECTION; DRAINAGE SWALE*, LOT BLOCK STA. 4 +18 401-LI AVE. TO STA. 1 +2S UNION 5T. R/W • 4 • I3 10' R/w Too OF DRIVEWAY 0Ilo1 O. 1333 D�9 f CONCRETE SWALE BOTTOM' . DETAIL_ C A I CONCRETE APRON ram SLOPE 121 LENQTH OF CURD CUT DOWN FROM CUTTER I2. WIDE A 4, THICK s ' N CURB - I /a-k a I � Varies \'\ �ASPHALT-a - \ / NI CEMENT CONCRETE DRIVEWAY 0 NORMAL SWALE SID LS PLAI: VIEW f: " "S1ec1 :2' 0 2 ' e inipson.Engineers, Inc. CIVIL cucIncrRS k LAND SURVFYRS N.909 ARGONNE ROAD s •• SPOKANE., WA 99212 PH 926 -1322 3 TYPICAL ROADWAY SECTION 140 SCALE 8.5' o.oil - 1T SLOPE BREAKS PLAN CrushedSu.f.cln3 ,Tnp, C O' Co .s,pa cted Depth (w.S.D CT Spec) • Aspheit C 1e ravens eel C.la.e'IS', i Cb,np.ete a oep " .' Ase..1 Cowier4 S t. &% r' 25 DETAILQ.'F Rimoloup, it ti'Gi .thpnic of R/W 0 P. C URB CURB OPENINsiS Co • DETA ICE ELECTRICAL. TRANSFORMER IN DRAINAGE .SWALE 4 1 I Dr alnage Sw.it e` :1 1 CONCRETE CURB DETAIL Cs TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE t." DEEP CURB cut X Top CURB ' 18 SWALE OOTTOM I :I SLOPE, MIN. /3t1 SLOPE, MAx -PROM TOP OF_ DRIVEWAY TO BOTT01 -1 of SWALE. 13 f; Wtht;L @EMALLO 3-0 TRANSITION SIDE VIEW ORYWELL J e e Ir DETA1t_...D... _ DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY F CURB OPERIN4 VARIES 3..0' TRAUSITION. Ettrtrltel power 3 - .3 Cons Curb rt f S..ale R!. ts—r. tit ,•;, - ,tat po - - Tr.ns!o...er� I r • T RA4S D "T DOUBLE. ARREL_. DRY � LLS // RA " „ DETAIL ,. A E: .� f �" a e E.._ D ETA1l....'._G._..n... _. ._._ SWAY _DEL D R be DOUELE E?RRaL DRY WEi_t_ _.Top of Gro,ke 2011 \ 0 6\ _.SSE. De.TPot -"c" o\ • i` ih \ tA ` • \, \ O `\ • \ / gefrj I V • M 'I4E \ T AS' -"414, G �.� \ h� C � . �� L . _1 0 41.'.�Tl> os- GRAPHIC SCAL ET ID / / S / Iwn.fao Int. VlawsrIL P'nyineers, .Inc. CIVIL. CnccaNci:us & u /iD SUNAAE.YQRS 11.909 ARCON1E ROAD SPOKANE, "u✓552I2 PH 926-1327 • 1 Eton.* C•..er.ia. Curb ' Type 'P Sp ok.et Ceunts Slane ..rd 13 LENQTN or cuRI° CUT to' CEMENT CONCRETE DRIVEWAY 3 Asr,ait C Pave,nent Clete "15 coop.cted otFM• J Aspb•lt Consent 514 ee eb (w.s.D.aT. Spec.) C o ushed See4at:n5 ,Tap C e t o' carnpcted Depth, (w.S. D Spec.) TYPICAL` ROADWAY SECTION .- YPWAL DRYWELL. P40 SCALE _ R/W l " DETAIL N A l , DETAI - �5 25 oLip p Tire. , 9!-1$ nl. /FT D DETAIL_ ' u D e , TYPICAL SECTION: DRAINAGE SWALE; LOT 4 , BLOCK 1 TH STA. 4.t10,' 40 AVE. TO STA. Ins, UN ION ST. 1. 5 10 TOP Or ORNEWAY� , 1T, /FF .olel 8.5 o.o0.0,0 O. IJJJ FrFr /FT O17T CONCRETE CURT; SWALE BOTTOM CONCRETE APRON FOR .SLOPE.; 11 :1 • _ /' DOWN PROM GUTTER 12 WIDE % 4 THICK / s ft ♦ 1/ CURB i - /I(urbCut.I I ' ryes N 1 / ASPHALT -2._,.. \ NI • SLOPE BREAK._. PLAN DETAIL l G� TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALD RN/ 1 SWALE SID I•S I 0.01 FT ToP CURB 8 G" DEEP CURB Cut CONCRETE SWALE OOTTOM ' CURB RI SLOPE; MIN. / 3t1 SLOPE, MAX 41.0M TOP OF DRIVEWAY TO OOTTOM or SWALE PROFILE 0 13 L' DiL©RLt i? ft{I I& mW ©B I' G3/AEtAcir It [ jTaR R /w• • 10 i...al . NO SCALE ' TRANSITION Drsldyn Swale :.TOP of Sod Swale area ♦e be by Cot' besot bWlder..r' • • ,�DETAI n Or _DETAIL— B. • it ( tere;_.ase Swett 19 - - = -- ° �c DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCAT /ON5 DRIVEWAY /A f CURB OPENING 1 CaU'I'JER LINE 'VARIES • 3.0' TRA DRIVEWAYS ' 6 CURB OPENINGS 6,. DETAICE ELECTRICAL TRANSFORMER IN DRAINAGE :SWALE SIDE ,VIEW • Elcrtriul ree, r 'irons Tepee. e F CYO. 1� r —. . �EP.fe ^•ent E Swett 7 c /.. Cot of, • 1, Elt cl• Po..e• S +r.. e (Ae.F6.1. Po.rm ) PL A I: VIEW ' ••••• Sheri 2 of •, le�...tl i9n5 '.L i.mpson Engineers, Inc. CI:4L I:NGIICCRS k I.AIdD SURVEYORS N.909 ARGONNE ROAD OPOKAUE, ';m 99212 PH 926- -1327 o ms / 101001LL©SU 'TM kW.. LOT. S BLOCK 1 GRAPHIC SCALE (1 11 FEET) 0 10 20 • 40 6 mpsml Engineers, Inc. CIOIL EN(IIIEkRS k 1. AIR) SURVEYOR 1.4.5ti ARGONINE ROAD ,, "� SPOKANE Y�1\ 99212 PH 926 -1i of 4 10' 3 R Av leo TOO OF DRIVEWAY .0,4,1 Cement C. -crele Cu.- ,lype J . Spnk•n• County 5teed.rd 0.1333 rr /Fr CONCRETE APRON FOR LENGTH Or CVRB CUT le WIDE X 4" TI-4ICK • 0 8 33 10 CEMENT CONCRETE DRIVEWAY .5 13' -11.5 _.. DETAIL A . DETAIL IB Da .OiIB v .le Ona9bed Sur {ec1n5 ,Tep Coarse _/ • . G' cow/mitt Depth (W.S.bDT. * - T Y P I C A L ' CAL ' ROADWAY SECTION NO SCALE _ DETAIL " 0" — TYPICAL SECTION: DRAINAGE SWALE', LOT 4 , BLOCK 1 STA. 4 +10, 40121 AVE, TO STA. 1.25, UNION ST. R/W 8.5 4 ' CURB--- I /IcurbOtt IN ... V.rlcs \ fi I < i / CASPHALT'.. I SLOPE BREAKS PLAN Asphalt Concrete pavement Class • p, t Ce•p.cted Depth ' AsrAalt Content s!j't. e% 'V CONCRETE Curets SWALC BOTTOM • - SLOPE 12:1 DOWN FROM GUTTER PROFILE - DETA II=E e ELECTRICAL TRANSFORMER IN DRAINAGE SWALE DETAIL Ca. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE R/ t 8 I NORNAL SWALE SLOFT 1 ' 1 • CONCRETE SWALE BOTTOM CL/R13 a '5 r DEEP CURB Cut lam 5 Top CURB DETAIL: j I ye Sv.lc c • - .. _ [ 13 SIDE 1'IEN',` `I:I SLOPE, M114 311' 5LOPE, MA% - FROM TOP OF DRIVEWAY. TO' BOTTOM of SWALE., i,IJEluG�1C?��,lf u'u' 1% DE; Gj'i©[ D G\6H 1\(GE n [; IFL 10 3.0' TRANsITIoM :R /w 11 SOD 1 � Dr..lnase 5.3 ate :. Mr a SEA i . Swale. area to be sodded by eaeh"he.ne bu,W tr. • . DETAi G .. TYPICAL DRYWELL LOCATION N0 SCALE -- A ,• I w- DRYWELL L J u Or• DETA1t_._C3 _ _ TRANSITION IN CURB AT DRIVEWAYS •AND CURB OPENING LOCATIONS DRIVEWAY /CURB ORE NINC Ceu ER LINE l' / 0 10.0 5.5 VA RI CS LS TRANSITION DRIVEWAYS le" CURB OPENINGS le Elcct c 1 • Transi Conc. b Paven,e -t E Swale L;nCJ EItttr \eal po•.e IY'e ■ St et ( Pavenenl) - PLAN V IEW Sheet 2 of 2 'I imps Engineers, lye. 'CIVIL CIJCINCERS k LAND SURVEYORS I.I.90$ ARGONNE ROAD ' SPOKANE., WA 9f1212 PN 92G -1322 iiTii , i ft1 J• , 4 i k .4.-canir..........:L......._.........,Thz., : j i k x..12c ; 4.C;4 I A ,ret tgtatlrygittiLlItt5;45--ci kv ■ AtHt. 4 ‘041 is,164TE : i IMAILAILEASFIX ''''' \ i,eni•TOWNSH It25N0 Pak t rhigj141 1 • -t: 4.1.,„thaSslar •.,, s • , • To P 0 F_G-ZATE_ gi-t.N• "eoo9 — / LE_I) E.TAI 2_ • „S■HGLs. Bt,gc.s.\ vgywe-t-L. . Top OF GRATe 1 \2010 53 • seg. DAL bic"N ' •..cD ' c.) 6 &) • 1 / • '‘ t• 1. •• • • • • - EXPIRES 7:17'04 N110 YTK MD.: LOLA DILOcg ro 12,im PCTAt " E" \ 7 .- ' To 3 DRIVEWAY__ EE DETAIL. • B. LC, . . - x ; . V 4 impsonvEngineers , Inc.. /". • • 4. e_ EliGlp&NS & LAND SURvEY.Gt/S ty..109 ARGONNE ROAD SiperArir. 'NA 99212 Pii 92,6-1372 TYPICAL' ROADWAY SECTION P.. NO SCALE ._ DETAIL.. D: - TYPICAL SECTION: DRAINAGE SWALE LOT 4 , BLOCK STA. 4t18 4017 AVE. TO STA. 1 ■25, UNION ST, R/M 13 1 10' 5 TOP OF DRIVEWAY•, _ _ _ if) Fr .0833 0.;1333 Fri CGMENT CONCRETE DRIVEWAY Doi I,''1 CONCRETE ftl CURB SWALE BOTTOM `SWALE BOTTOM , I(I.SLOPE, MIN,[311 SLOPE MA% fgOH Top OF.... ORPIEWAY TO BOTTOH of SWALE 1 4 DEEPCURB CUT IS ETC R CUB INBDEL ?[ a(c; 7/ A ,JMTOO \f ., /A �9t C I LrIf /AIL L ' Asphalt Csnc t l'avcontut Glass 'D, Z'LO p t d D Prb D gc Swale: Top of 5.4 Cnue. C rats C b Trpe ° .Asphalt Coolant S OyT Swale d area to be sooad by 5pehane C ua1s St nd rd (w.s oo.T Sp ) each hone. b...hlar. Grubbed 5urfac'm9,Top Course. G Co...patted Depth,(W,S.o. oT. Spec.) DETAIL C TYPICAL ORYWELL LOCATION N0 SCALE 10.0 r 5.5 / 1 1 b DETAIL_ -ae DETAIL: TRANSITION IN CURB AT DRIVE AND CURB OPENING LOCATIONS DRIVEWAY ( CUrd> OPENING ._� 0 To CURB TRANSITION VARIES _ C.oncrcte • Apron {or • tent' +h 4 curb cut 3wo • 4th ck [ I . -r curb 1• a W �'s II :',DETAIL A ...� . Cu Cut \��• Aspholt I., 5 \ope 8rcarc a.F• PL Slope IZ�P.(. 4n.1:; • • Down from Gutter_ DETAIL' . TYPICAL SECTION:, DRAINAGE AND DRIVEWAY • NO SCALE R/W 1 8 10 ,18.5' .. �. • I NORMAL SWALES 8 33 W O,O IVT s63� r PROFILE DETAIC.CELECTRICAL ..I 1 1 l _ l3 SIDE VIEW —,•- z 3.0' TRANSITION au -N-CR LINE DRIVEWAYS 6' CURB OPENInGS to" TRANSFORIAER IN DRAINAGE - SWALE T - [feet ", Po. r �u, .l ,Tronfforebbr Gw.L.Curb / Pav n1 Ea.r.ncr.1 0 r J a,r lc.t Po_ r 1 1 k b—Cor.c . Curb (As P..... •,)Zr.. PLAN VIEW _ Sheet. . of 2 I wi..�••I 16.0 � " in(psu Bn;'leers, Int. CIVIL El10UL17(S d- V SUIP'ILYCn S tl.93s ARGONNE ROLO SFCE.V.E• bA ,19212 Fn s2A -1322 • S1�uILO i _, EW AX._S E E_D ETA1G..8 _ TRAL15 FO 93(5,C ( r EE oET' � • \ ■ DOUBLE" BARReL DRY WELL - Top' of Grate. 20 II m .SEC. DETA1t "Cu , DOUBLE ` ARI2EL p121\ Tn P f G AT.0 20104 ( coke -cui e.E_ �. . 11 • - PETAL " A E SE_DETA1 C � j E D LO T 1,OC©K 1 ni'1 9 1 GRAPHIC SCATF��J FEET 10 7 ? rc4na.J 1940 •' • tivripson Engin I'rtc. CIVIL ENGINEERS & LAND SURVEYORS ' N.909 AROONNE ROAD SPOKANE WAAtt712 PH 92u -1372 T Cement ConcrNs Curl TSPc X' Spokane County' Stan - / Lurb:�r 10 CEMENT CONCRETE • DRIVEWAY • • 13 R/w I 4' R /V4 . _ to: _ DETAIL_. -.- -- 'DETAIL- t 'F ' // 16 ° Asphalt Concrete Pavement ' -� - S " - j Ctatb , t Co p. cted D ptb / _ L _ ' D rA.n.A< - 5Na1G : T of Sod • Aspbatt' Content 53 -•'t G% ' .. '. Crushed Surf .cloy ' Top C NY Compacted Depth Spec) TYPICAL ROADWAY . SECTION :• • TYPICAL SECTION: DRAINAGE SWALE' LOT 4 , BLOCK STA. 4 +18, 4012 AVE.' TO STA. It25 UNION ST. TOP OF D0.1vEWAY _ ooTQ I Tt /rr ..0833 'g - 0 . 13 3Fr /Fr 0.Si9(1 .. I \ CONCRETE f CURB SWALE BOTTOM Cooc etC Apra { r Scope. 12 1 (moll length of curb cut Down fr m Gutter ;y,y toC th lit.. '•I r - • CONCRETE -SWALE DOTTOM CUgB in SLOPE, MIN. /3t1 SCOPE, MA% f0.0M TOp .. OF_DRIVEWAY. TO BOTTOM, of SWALE. - • • LLVDLOL .71TUJ ADATII : D Ail�jJAGE DE u MLS • ' Soo c [I / / D r amlasc oslc n 13 • I • Swale arca to be soadad b DETAIL C. TYPICAL DRYWELL LDCA7ION NO SCALE 10.0 5.5 / / L .__DETAIL Ci K DRYWELL _ J DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS DRIVEWAY ( CURB OPENING -___.3 01 3.0' TOP CURD TRANSITION - TRANSITION 11 a 0 DETAIL. _ Ca. .' TYPICAL SECTION: DRAINAGE SWALE AND. DRIVEWAY NO ,SCALE SIDE VIEW PROFILE • DETAIC ELECTRICAL TRANSFORMER IN DRAINAGE SWALE • au-l4ER LINE DRIVEWAYS 6 CURB OPENtNaS Co — Elect r'mat Po.cr' 'rani for • Loot. Curb Eosemcnt •' L-Conc. Cora Ete ell Ic.l Cc.< PLAN VI S11elil 2 Of Iwn.MJ I6a4 �� inl Eng Inc. civu. ENCIII(.CRS 1. LA sUN:M1YOR; 11.505 ARCONNE ROAD : Wei : ;1.E, +•4 912.12 Eh 9:1,-1322 DETAIL. E ROUGE TIN ADD. LOT U o s LOCK J co 40TH , {Nv6N y� PRoYLa - 1 . LIN 95.GC 4 k3' DF'AINA,G . CASEMLNT SEC DEtn1L ° E ° • . M DccA AY SE0 ET " , t . ' —tutc.DiNG 5S qu\L•n - 75.00 '(F'nNSFD12MER 1 :3 CAI L 'E" 1.9 ' MW ,4M impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.9O9 ARGONNE ROAD SPIW,ANE WA $42■2 P11 92u-1372 W F./be to BLS y p> gW f a`( mil SO n "a . ` & DETAIL.c "iF, .o IN fc /ft. • 1B 5 ,. l.., Smoke w. a Asphalt Concrete P +erne t J • CI ss D 2 C P t a Perth Cew, ant Concrete Curb ,I.sf.t.. * As phalt Conies* S is 441' . Spokane County Standard:. ..' •.. n . ' Crushed Suriectny : Top • C C Compacted Depth (v4.5 DoT Spec) DETAIL . ' TYPICAL SECTION: DRAINAGE. SWALE', LOT 4 , BLOCK 1 STA. 4.18, 40111 AVE. TO STA. 1+251 UNION ST. To OF DRIVEWAY .0033 �e4 O.OTCI 0.1333 FT/Fr Curb/ • 13 n 1 ;..DETAIL_ A Co crate Apron {or Slope 12:11.•In1 len501 of curb. cut, ' Down from Gutter l b Wide. s 4 thl it DETAIL- C. _ TYPICAL SECTION: DRAINAGE,SWALE AND DRIVEWAY NO SCALE Rh; 10' -- .. 8.5 / 4 DEEP Cuflb CUT NORMAL SWALE SLOPE LS / , ( � 833efs.. oblf sf,� -rT —�� CONCRETE SWALE OOTTorm CURB I:,1 -SLOPE, HIM. / 3:1 SLOPE, FlA% FROM TOP OF_ DRIVEWAY . .T0. DOTTON or. SWALE . CEMENT CONCRETE DRIVEWAY TYPICAL ROADWAY . SECTION NO SCALE R/W 4 CONCRETE CURB Iti,M01111n l : 77TH tDDfmm DRAIMAGE Doran 10 10 Drat:aye So.Ic . Top of 5o4 . 5w.1a Arco. io be soddad b ,soch.homa b.•Ider. • _DETAIL C TYPICAL DRYWELL LOCATION NO SCALE 10.0 5.5 1 SOD t • r 0 • / / 1 kr 1 DRYWELL __DETAIL 13 ._- DETAIL: TRANSITION IN CURB AT, DRIVEWAYS AND CURS OPENING LOCATIONS DRIVEWAY. j CURD OPENING 0 Top CuRB TRANSITION VARIES - 3.0' TRANSITION Drolwye Snge ' 18 SIDE VIEW Cw11GR LINE DRIVEWAYS 4 u CURB OPENINGS (n PROFILE ;DETAICE ELECTRICAL TRANSFORMER It: DRAINAGE . SWALE to ' e rest r'.c.-t F- r 1 1.' -Con tor [mob me. , � Conc. u r Pon ".c J .�I Chet 'p Po.e orn.cr C.Rce — Z- 51/ c c" (t-.t -p I P..• •..e..t)� ' . PLAN VIEN .....1 S/ICI:/ f/ of 2 r +.nnv Ir.n iv(I/sun Isny'incers, Inc. CIVIL DENIER_ k Ltd -ID SUR'.t TDItS IL905 ARCOhNC ROAD SPCA A 30211 Fri 56 -1322 • - CRANSF GgM _ DBTAt�. "E" _ I if, • SW LE STI :\ ks 0 A4 "#. Uy • L•i3' I. ;w 3 3 F ct 0' a_ a 2 T U 3 • 0 1 J 0 • V N ca tit 0 J W , stn • v 0 i 0 T impisun Gi Iii.eers, •1-4. IVIL -. NGUIECRS /4 ID SURVEYORS N.909 ARGO/ r• C ROAO SPD' ANE WA 99212 PH 926-1522 40 id I ^r/, I 14W�n CiAtt e3 .41p� /�3 —ail, � . L_. Curb - A 10' TOP OF DRIVEWAY .0833 0.1333 Concrete Apron {ar Icn3111 of curb cut ` wide * 4 lo' Cement Console Cnrb,Type A, Spokane. Ce,nty Asphalt Concrata Pavemtni Clots 'IC, Conp.cted Depth A- sph.lt Content 544% t. 64.y. (w. s.D.o.L Spec.) • = "Lr 1A3he4 SNFi.cln5, Top Course: O' Lon pa cted Dep h,(ws.O.DT. Spec) TYPICAL ROADWAY: SECTION : B « TYPICAL SECTION: DRAINAGE SWALE', LOT 4, BLOCK STA.4+18, AQUA AVE. TO STA. 1.25, UNION ST. 13' /Fr R/W 1 8.5 4' _�1.5 I. . �05 o — o lci O1'1 CONCRETE CURB pil SWALE BOTTOM' N ' _:;DETAIL A': Slope. 12 l: hinl 1 pown -fret, Gutter •'Vanes .. LA sPho%t Z4 CEMENT CONCRETE . DRIVEWAY DETAIL [la TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO. SCALE R /W 8 T 13.5 NORMAL SWALE SIp,E I ,� r S 0.0 10' :I CONCRETE CSWALE BOTTOM CURE; LHI SLOPE, 1-11n. 3 SLOPE, Max {ROM TOP, OF_•DRIVEWAY.TO BOTTOM or. SWALE.. • • Wi!DDLL© 7/T /ADD o DGil, MPAG E D rTP.OL5 .' NO SCALE • •01/6 h /Pr. es 1 F ." DEEP CURB cuT PROFILE ID SIDE VIEW • ID' a • W Sw.N. Dro. n.st S..le 1 Top of Sod • s .le area to 6e 6 dd.d b eosin hone b +L4er. - DETAIL C TYPICAL DRY WELL LOCATION NO SCALE 1 10.0 5.5 , I.S c0RYWELL N ,_,.DETAIL D DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND. CURB OPENING LOCATIONS DRIVEWAY.? CURE OPENING O VARIES au-4En. LINE DRIVEWAYS 4 GURU OpENING.S Co DETAILE ELECTRICAL TRANSFORMER IN DRAINAGE SWALE [let' ri[..l ?o,,, ,Transfort" c o,.< Cur r Fow cnt S/ ,. L1..cJ .1 Tro,.c.orr.er 1 1 - Cone.. Gu•o S.rec1 (Abpnci' ('. nt)� PL AN VIEW `he€1 2 of 2 ' 0 boson. Engineers, Inc. civil. ❑ICUILI:Rs k LAND suRVLYORC II.•06 ARCQlM: ROAD ' SPCE =NG 'AA 9G212 Hi 525-1 4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 5) The lowest building opening, including basement opening, for any building on Lots and Block shall be high enough to allow a minimum slope of 2% away from the building. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. r TO: FROM: JECT: Standard Drainage Language for the Dedication on 2) The owners of Lots , & , of Block , and Lots & , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man-made drainage flow over and across the property. 7) pproved lot grading plan exists for Lots , and lock , and Lots & , Block Grading must conform to said plan on file in the County Engineer's Office. 8) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The pn arty owner or his representative shall inform each succeeding purchaser of all drainage easeme is on the property and his responsibility for maintaining drainage facilities within said easements. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane Coun y Flood Zone regulations in effect at the time a building permit is issued. Purchasers o • this subdivision are warned of possible flooding or ponding and the potential y�e uirement to purchase Flood Insurance. This warning shall be carried in each and every, fed drawn to transfer ownership of �rapety within this plat in the Area of fal Flood Hazard. 7 'd-a se. \o A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. IVaod-0ev \pastdn ( U r(in CAY(SQ.('S OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: crc L4 /7,18 o /9 6 a 3 OFFICE OF THE COUNTY ENGINEER Spokane County, Washington TO: FROM: ECT: Standard Drainage Language for the Dedication on Date: Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. 2) The owners of Lots & of Block , and Lots & of Block shall be held responsible for keeping open and maintaining the path of the natural or man-made drainage flow over and across the property. The prt arty owner or his representative shall inform each succeeding purchaser of all drainage easeme is on the property and his responsibility for maintaining drainage facilities within said easements. 4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 5) The lowest building opening, including basement opening, for any building on Lots and Block shall be high enough to allow a minimum slope of 2% away from the building. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane Coun y F Zone regulations in effect at the time a building permit is issued. Purchasers �oin -this subdivision are warned of possible flooding or ponding and the potential re uirement to purchase Flood Insurance. This warning shall be carried in each and every,6ed drawn to transfer ownership of aray—and=46prepefty within this plat in the Area of Special Flood Hazard. -I C \o na 7) approved lot grading plan exists for Lots and lock , and Lots , , & , Block Grading must conform to said plan on file in the County Engineer's Office. 8) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. orc rots [7, 18 0,60 q k& 3 TO: FROM: JECT: Standard Drainage Language for the Dedication on 2) The owners of Lots & , of Block , and Lots & of Block shall be held responsible for keeping open and maintaining the path of the natural or man-made drainage flow over and across the property. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The pn arty owner or his representative shall inform each succeeding purchaser of all drainage easeme .is on the property and his responsibility for maintaining drainage facilities within said easements. 4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 5) The lowest building opening, including basement opening, for any building on Lots and Block shall be high enough to allow a minimum slope of 2% away from the building. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the r Spokane Coun y F,(ood Zone regulations in effect at the time a building permit is issued. Purchasers on -this subdivision are warned of possible flooding or ponding and the potential re uirement to purchase Flood Insurance. This warning shall be carried in each and every fled drawn to transfer ownership of anrenti6811 within this plat in the Area of Sppee ial Flood Hazard. - - tits@ \AS 7) rYn approved lot grading plan exists for Lots , and lock , and Lots & , Block Grading must conform to said plan on file in the County Engineer's Office. OFFICE OF THE COUNTY ENGINEER Spokane County, Washington 8) Spokane County shall not be responsible to maintain ingress or egress across the flood plairr area. 9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. iv,mac. goo o,.d in (ucCA o'C LoL / , 18 U r /61 I '' 1 Date: a kLc 3 TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 NOV 0 31992 1 •SWUM COU T. Y LAINEER Prepared For: Order No.: DS- 1686 WRS & ASSOCIATES ATTN: BILL P.O. BOX 14084 SPOKANE, WA 99202 cc: Inland Pacific Engineering cc: Spokane County Engineering cc: Spokane County Planning Certificate for Filing Proposed: EVERGREEN POINT SEVENTH ADDITION FOURTH PLAT CERTIFICATE Charge: Tax: Total: $125.00 10.00 $135.00 Effective Date: September 18, 1992 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Portion of TRACTS 227 and 240 of Vera, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the Southeast corner of Lot 5, Block 15 of EVERGREEN POINT FOURTH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 45; thence North 05 °36'06" East along the East boundary of said plat a distance of 297.35 feet to the Southwest corner of PARKSIDE AT EVERGREEN POINT, PHASE I, per final plat thereof recorded in Volume 20 of Plats, pages 59 and 60; thence Easterly along the Southerly boundary of said PARKSIDE AT EVERGREEN POINT, PHASE I, being also the Southerly margin of 28th Avenue, of following ten (10) courses: (1.) South 58 °47'00" East a distance of 109.94 feet to the beginning of a curve concave to the Northeast having a radius of 625.00 feet; (2.) Along said curve through a central angle of 2 °54'23" an arc distance of 31.70 feet to the beginning of a reverse curve concave to the Southwest having a radius of 20.00 feet; (3.) Along said reverse curve through a central angle of 81 °07'58" an arc distance of 28.32 feet to the beginning of a reverse curve concave to the East having a radius of 476.11 feet; (4.) Along said reverse curve through a central angle of 1 °04'41" an arc distance of 8.96 feet; (legal continued) VESTED IN: Order No.: Page No.: (5.) South 71 °38'05" East a distance of 50.00 feet to the beginning of a non - tangent curve concave to the Southeast having a radius of 20.00 feet (from which a radial line of said curve bears South 71 °38'05" East); (6.) Northeasterly along said curve through a central angle of 91 °54'32" an are distance of 32.08 feet to the beginning of a reverse curve concave to the North having a radius of 625.00 feet; (7.) Easterly along said reverse curve through a central angle of 19 °32'58" an arc distance of 213.25 feet; (8.) South 89 °16'32" East a distance of 53.41 feet to the beginning of a curve concave to the Southwest having a radius of 20.00 feet; (9.) Southeasterly along said curve through a central angle of 90 °00'00" an arc distance of 31.42 feet; (10.) South 89 °16'32" East a distance of 10.00 feet to the Southeast corner of said PARKSIDE AT EVERGREEN POINT, PHASE I, being a point on the Easterly boundary of said Tract 227 of VERA; Thence South 00 °43'28" West along the Easterly boundary of said Tracts 227 and 240 a distance of 419.98 feet; thence North 89 °17'00" West a distance of 255.53 feet; thence South 00 °43'00" West a distance of 175.00 feet; thence North 89 °17'00" West a distance of 81.29 feet to the beginning of a curve concave to the South having a radius of 385.00 feet; thence Westerly along said curve through a central angle of 14 °47'11" an are distance of 99.36 feet; thence South 75 °55'49" West a distance of 20.00 feet; thence North 14 °04'11" West a distance of 50.00 feet; thence South 75 °55'49" West a distance of 33.00 feet to the beginning of a curve concave to the North having a radius of 1225.00 feet; thence Westerly along said curve through a central angle of 1 °02'06" an arc distance of 22.13 feet; thence North 00 °43'00" East a distance of 444.38 feet to the point of beginning; Situate in the County of Spokane, State of Washington. EXCEPTIONS: (continued) DS- 168629 2 -4TH PLAT ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided one -third interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, an undivided one -third interest; and HAROLD G. ANDERSON JR., as to the remainder. 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45263.1032 and 45263.1562. 2. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. sac BETWEEN: AND: DATED: RECORDED: 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDING NO.: REGARDING: Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book "H" of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. TRANSAMERICA TITLE INSDRANCE COMPANY ti Order No.: DS- 168629 Page No.: 3 -4TH PLAT By Dirk Scott, Title Officer For Service on this order call: (509) 922 -2222 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, 1'.E., County Engineer a tG Zlec. SUBJECT: MID"-out i A R Nrs Ctl+t1+6ts k \w \Rreview.ltr W. 1026 Broadway Ave. Spokane, WA 99260 -0170 r iit" P /G• 1' A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: Maeca /S, 1993 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 changes 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 . E. Development Services Engineer /Manager (509) 456 -3600 FAX (509) 456 -4715 2 Double Barrel Drywells \ ��. `Tor of Grate Elev. 201009 \\ \° See Detail "C" / x Driveway /�.q •, See Detwil "B" and "D" / C v MIDILOME 1THADD. LOT 9, BLOCK 2 /I �) l �Q \x 6 )" , • \ \ p G 0 ) , A \� -p \ 4, SCALE IN FEET 0 10 20 JOB No. %2500 3 /8/93 (KWH 40 CIJ+RENCE E. SIMPSON ENCINEERS II :C. N. 909 ARCONNE ROAD SPOKANE. WASH .7212 PnONE 926-1322 2 W 4 x 1- 0 TS- /K 0 +00 18 a • • I� 13' 40TH COURT MIDILOME"' 7TH ADD. LOT I , BLOCK 2 I G' 10.00 0+ 3 77 SCALE IN FEET 0 10 20 o' 40 Double Barrel Drywell Sta. 12-t Z3 0 1 of Grate, E \eV. 2.00_2 See Detail "C" _Sodded Earth Berm , See Detail H" 3o3 No. 12500 3/6/93 (KwM) r Carb Curb Cut l6' wide , 6" deep Sta.. IZt41 See Detail ° A ' electrical - Transformer ) See. DetaiCe 2 CLI.REECE E. S!MPS0!I EI!r!i;EER3 i. . N. 9%9 ARCONNE ROAD SPOW E, WASH. 95212 PtONE 926-1322 MIDILOME Electrical Trans See Detail " Z Double Barrel Drywalls To? of Grate 20 Ds° See Detail "C" Curb Cut e. E.R• ;G , G m dee? See Detail "AS xo and `B" 0 i \ x 0 \e / \•S‘ / at 20 7TH ADD. LOT 4 , BLOCK I SoB •0. 12500 3/8/93 OSW M) NORTH SCALE IN FEET 0 10 20 40 3_••ia;r.: 1 ": 20 CLARENCE E. E 'JAPEON EACIfEERS IHC. N 9J) ARGONNE H0A0 CPOAA NE. 1':A:H 9ri212 Slectr\cal Transformer Sec Detail "e" 0 S'\ngla Barrel Drmwell 0? of Grate ev.2olos F O See De - tail "C" \ \o s Sodded Garth Berm — \ See Detail `H" Curb Cut i W)lwide.)Cdeep 5to.. 5 C De "A ' l.N 0 t 2 - ouble Barrel Drywalls 1 To? of Grate, elev. zoo9s? See De -tail "C i Driveway / See Detail 1 I ` and // ,' � / cs 6 a - r 0 MIDILOME 7 ADD. LOT 6, BLOCK 3 7 \0l4 306 No. ■Z50O v 1.\ 378/93 (Kw ti) c / er / r � / n N 0 Gentlemen: alt: S P 0 K A NJ P. crS`. '; , ?f� w! C 0 U N 9 V OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer _DI µr PS b-4 ex16 ln-az5 SUBJECT: M /0/t. o nza k \w \Rrcview.l t r W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: 4 ZZ , 19q3 1 TN L t--r Pt- r)s{ Cllr/ - n a ES 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, nark all changes 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 I-1. Hemmings Development Services Engineer /Manager Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 S P O FC A N OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer JI Kari / E46 SUBJECT: AD ti.onte ' Lvr R'sn Chtm6C=5. k \w\arevicw.ltr W. 1026 Broadway Ave. C 0 U N 'T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: MAeca /5, 19 93 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 changes 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 Hermann, P. E. Spokane County Engineer William H. Hemmings . E. Development Services Engineer/Manager Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 RECEIVED MAR 171993 County Engineering J! tat PS trail 54 6 st$ $ Gentlemen: S P O K A N B ?1 , a . y;. C O U ]V T Y OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer k \w \f\review.ltr W. 1026 Broadway Ave. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: 41724.c.... 7, Pei 93 SUBJECT: m101t / ifr Cfrittnet CS Pam 1 4 . P «G8 E 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 changes 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. Development Services Engineer/Manager Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 of W D . Q r H 0 �I .(7)14 7 a .: u� m p . Vz 3_'" w 3 J U1 cJ 8 I' ati \ J �� • i Sodded Eo.rth Berm eta. Wt 31 •w u See. De'tc.r1'H ot38 40TH COURT MIDILOME 7TH ADD. LOT I BLO.n c -- 10.00 /2%(C -, 14 q qc o} 8S /— Curb i'. • 20_ -. ° - t • SCALE IN FEET 0 10 20 S No• 12500 3/6/93 (r 40 Double lo I S e of t / � 67 S s -e See D� / V S 5,' d'ntoZ6 Art £ - Curb C 694 et9T.b- 5 Cl/ B In., mtS Sto. ;. N LE 40 7-- �-4 ca E lectr gertwix6 f :COVED 6 2 i; J l%'. y Engineers; !'ItLw AO 212 PnCNE 528-1322 208 INDIVIDUAL LOT PLAN GUIDELINES 1. Show location of easements on the lot. Include dimensions of drainage easement and swale bottom dimensions from lot lines. Include a description-of -the lot legal description such as Lot Block , NAME OF SUBDIVISION OR SHORT PLAT. The bottom elevation of the swale is also required. The station for any curb drops or sidewalk inlets should be shown on the plan drawing. If a drywell is included in the swale it should show the type of drywell, frame and-grate type, elevation of - °the grate•, and• centerline and offset to the drywell. • 2. If there is no swale on the lot but there is a drainage. ditch, the ditch should be shown on the plan drawing. The ditch flow line grades should be shown along with any easement for the ditch with dimensions from property lines. 3.. All lot plans should show a north arrow, scale, street name of adjacent street, curb and sidewalk if applicable-or edge of asphalt paving if there is no curb. The lot dimensions should also be shown along with the building setback line with dimension from the front property lines shown. 4. Any . easements such as power line easements which prohibit building under them should be shown on the plan drawing. Any other easements which could interfere with buildings should also be shown. Any existing buildings should be shown. 5. each plan' drawing there should be submitted a typical section drawing of a cut through the swale or ditch which best describes how the swale and /or ditch would look as constructed from a side view. The typical section should show the curb and /or sidewalk if applicable or edge of asphalt paving in relation to the swale. The section should also show side slopes, vertical distance from swale bottom to top of back slope of swale or ditch, grate of the drywell, and normal gutter line, and any applicable note or other information which would describe the proper construction of the swale and /or ditch , concrete apron, street right -of -way line, and grass sod or seeding if approved on the construction plans.- 6. The lot plan and attached section sheets should be sealed, signed and dated by the engineer in a location outside of the lot boundaries. 7. The scale of the drawing should be such that the lot is depicted as large as possible and still be able to show the curb line of the street. The interior of the lot should be as free as possible of notes and writing to allow the builder room to draw in his proposed house and driveway location. An example of a acceptable 208 lot plan is attached for use as a guide in preparing your drawings. NOTE: YOU SHOULD NOT BEGIN LOT PLAN DRAWINGS UNTIL YOU ARE CERTAIN THE SWALE AREAS ARE CORRECT AND YOU HAVE EASEMENTS WHICH ARE APPROVED. PROJECT # PROJECT NAME DATE CHECKLIST FOR USE IN PREPARING 208 LOT DRAWINGS PLOT PLAN 1. I have drawn the,lot plan to a large enough scale to make the lot as large as possible and still be able to show the curb line and the necessary notes and -certification stamp. 2. I have shown the .lot, .block, ..and description for the lot or tract /short.plat #• 3. I have shown the drainage easement dimensions in relation to property lines or corners. 4. I have shown the bottom of swale dimensions in relation to property lines or corners. 5. I have shown the bottom elevation of the swale. 6. I have shown the location of any curb, sidewalk or edge of asphalt line as applicable. 7. I have shown the name of the street adjacent to the lot being drawn. 8. Ihave shown the station and any invert elevation of any curb,drop /or_ drops that empty into the swale. 9. I have shown the type of drywell, frame and grate type, elevation of the grate, and centerline station and offset of the drywell. 10.. I have shown any required ditches, their easements on the drawing, the ditch flow line grade and required rip rap, etc.• 11. I have "shown a north arrow, scale, lot dimensions, and building setback lines with proper dimension. 12. I have shown any easements which could affect any future building locations and I have shown any existing buildings. 13. I have sealed, signed and dated each drawing that is being submitted for review and in appropriate location. ATTACHED SECTION DRAWING 14. I have shown the curb and /or sidewalk or edge of asphalt in relation to the swale, sides slope, vertical distance from the bottom of the swale to the top of back slope, grate and normal flow line of the curb or edge of asphalt. 15. I have shown the concrete apron, street R.O.W. line, and grass sod or seeding if approved and any applicable notes or other information which may be necessary to describe proper construction. cc. SPOKANE CO. STANDARD TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME & GRATE STA. 12+40 RT. 28' GRATE EL. = 2026.82 POND G2 r LOT 2, BLOCK 20 EVERGREEN POINT SEVENTH ADDITION BOTTOM EL. = 2026.32 BOUNDARY OF LEVEL FLAT BOTTOM AREA SCALE: 1 =20' CURB DROP STA. 12+52 MINIMUM TOP OF DIKE ELEVATION' , -\ FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. ALL FLAT BOTTOM AREA TO BE LEVEL - ORAJMGE STRUCTURE E.REt- Elaff1 DRAINAGE EASEMENT AS SPECIFIED ON PLAN 0.7' BELOW THE NORMAL CUTTER UNE ELEVATION OF LOWEST CURB DROP IN THE POND. 3:1 MAX .9' MIN. GRATE ELEVATION GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE • .5' STREET RIGHT OF WAY UNE TYPICAL '208' POND WITH DRAINAGE STRUCTURE , SECTIONAL VIEW (SEE VARIES STREET PLANS) ELEVATION gar 1 /AIM CONCRETE APRON EK Am? L E LOWEST CURB CROP IN POND (SEE CURB DROP OETAJL) NORMAL. GUTTER UNE ASPHALT PAVEMENT NOTE: SIDE SLOPES OF '208' POND TO CURB DROPS VARY AND MUST BE GRADED SUCH THAT THE FLOW TO THE POND IS NOT OBSTRUCTED. ■ I SWALE W/ DRYWELL EVERGREEN POINT SEVENTH ADDITION. ( MINIMUM TOP OF DIKE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. ALL FLAT BOTTOM AREA TO BE LEVEL DRAINAGE EASEMENT AS SPECIFIED ON PUN so r ;0 ,00 orstst 3:1 MAX 0.5' BELOW THE NORMAL CUTTER UNE ELEVATION OF LOWEST CURB DROP IN THE POND. 9' MIN. CRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE CONCRETE APRON TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW SWALE W/O DRYWELL EVERGREEN POINT SEVENTH ADDITION STREET RIGHT OF WAY UNE 3.1 MAX VARIES (SEE STREET PUNS) LOWEST CURB DROP IN POND (SEE CURB DROP DETAIL) NORMAL GUTTER UNE .ELEVATION ° ASPHALT PAVEMENT ECAnn P L E NOTE: SIDE SLOPES OF '208' POND TO CURB DROPS VARY AND MUST BE GRADED SUCH THAT THE FLOW TO THE POND IS NOT OBSTRUCTED. 0 Curb Cut', Sta. 12 +41 I wide, G ",deep Sodded Earth germ Ste.. t2 +33 R . zp•oo Ca °o" 0 , r .4" of 4z j• m °/ 73/ . -r+ leer Vro • t',,lot D xl `-• o ddert0e&rth k S Berm; Sta'II +3T x iV 3 0 na +� t�'* n �i lee A_ Ape 3 lard rK Court 33 .6 . .. Curb A- So oo" Rt 20.00 T` zo.ona = 31.42 ' p • y n S .0, 4s 50 $e L1 4 8 T , x'8.0 3 l 4 3.3 / \ g . Uo6.ble'B0= \fe D :wells Type 5 p9 ,\O �sMeal iFr,wine Gr,• te,Tspe 3' :y !�' Spokaw•e Covoi ty a`ndard cc( Ay. (p 15'•.left ' -4OT" Ave 90• • P'G - 6 G rate., Elev. no. a - -S W ales .w Scale in Feet 50 100 4 3/8/97 C DRAWN BY CHECKED •BY- e• • • t n • • + O m O1 - 4- - rttn Ber r, 5tal..4t23 6" deep 7 3 " n 'J Drywelts,TypeB et Grates T 3 ouvyt Standard z5 left, 40' Ave.. rate,, . tea. Zoti 65 5?2.5 l eft, 4OT p.ve 50,25'Ieft;. St. Grate, Elev. 20104 LO . 8 w.i. • • •.e Swale ee'individual to plan for'Detatis N '1 L G„s 26 95' • e 3 0 0 ': - ' 2 6 ' 4 'Y' • '29. " 1 AN J h t` Sodded Earth Serra Sta. 51-55 Q Curb Cut, 5ta. 5t6 1 - G ' wide, 6" deep rel •rywelt, pe. A met Grate., Type 3 • G. my stn r ada 25 right,kO Ave. te Elev. 20%0 •N n' '9 Single Bar Me-tat Frw Spokane Sta. 5t 50, Too of Gr Cevn ent Cc Gwate Concrete Spokane County 0 0 t 2 6 F' 23 2 9 Curb,t A Standard in ry TYPI H `k. Curb O,enino •G' wide G "dei - i e. £.R, 04-58 4 wide,Drama plan for Veto Sodded earth 3er Sta.'"G4o0.�' G`Trb 2G e 9 5 p0 • 2-Doable E Metal Fr .Spokane -�. Sta. 6-r Sta. 6t6 Top of 4( T 1: 8G. 06 r n i n —mf. - anis a • 1 I 9v • J� 9 - 17 ` r 1 ,1 0 1 Ito r P.' II 1 I I I I I s a�� ME • Ma 1112111 Al on:au if! . . /A/ c *. • 2hi 221_ 70 lc, 2nt • toolmee 1DILOME`. ZTN, 4bDIT1ON • 40 TH i AVENUE .. nvCtrpj/F!l Ge2nty Engineering l k\j\f\assign.208 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Gary Nelson DATE: November 16, 1992 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in MIDILOME 7TH ADD, plat# P 1168G. 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 $1000.00 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. If you desire, we can meet to further discuss this new process. 0' AMOUI1T: $ TO: SPOKANE COUNTY ENGINEERS 811 NORTH JEFFERSON SPOKANE, WA 99260 -0170 Gentlemen: IRREVOCABLE LE11ER OF CREDIT SUBJECT: LOT BLOCK MIDILOME 7TH ADD (Plat) PLAT # P 1168G . (Development) 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 k\j\f\assign.208 Bank Name: By: (authorized signor) ID c of the issuance of a building permit for Lot , Block MIDILOME 7TH ADD (plat) plat # P 1168G (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 drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by 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: k\j\t\assign.208 "AGREEMENT' (Developer Signature) DATE i ' t For security purposes only (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Branch (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK MIDILOME 7TH ADD (Plat) Plat # P 1168G in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) , 199 Any interest benefits accruing under said savings certificate shall remain the property of Said savings certificate to be released to any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies 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 President Secretary DATED this day of , 199_ STATE OF WASHINGTON County of Spokane :ss Notary Public in and for the State k \j\0assign.208 ASSIGNMENT Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of BANK OF DEVELOPER' On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199_ of Washington, residing at Spokane (developer) (developer) 10 /3 — ) 3_22 Cement C.nc.a /e Cu b,Type Sp.kan c' C...t Siand.rd 8.5 LS 10' 0.133 ISw 4 a3 t1 DETAIL 1 4F - ?LIB I.dr.. "Asptialt Cenee to'rave,neni' •< •1a4a ' p • , t Compacted Depth Asp "" ' Contact 5 • t. O :'' w� TY PI CAL ROADWAY: SECTION ofb SWALE BOTTOM ETAIL "A. Coi.c.-etc Apron { Slope. Iz. t Lminl - 1.vyth of curb cut . Down -Fro.% Gutter y de u .}'thick L 4 " W 4 • 0E 10' 13 '� Curb Cuti \ ;:'. . ; Vt.lcc �Aaphalt-Z,� :� SluPeBrc ka R /w r O.OW IB .0218 IT i1 `. usked ' SUP {.ciny Tep Coarser G' Cen pa tied Depth l(w.S. Spec) CONCRETE CURB Top CURB z5 0 E TA I L.:. Cs. — TYPICAL SECTION: - bRA INAGE SWALE AND DRIVEWAY -' NO SCALE DETAIL: SIDE .1' SEW 10 5 00 • -Go-1-1—ER LiuE 4 t. 3 1 - Dralnye Siwalls,Top of ? 5ed'. e Swale area. -So be eoddad by- aachtl...ab.*W4ai. ,y"1 ; DETAI t_ G TYPICAL DRYWELL LOCATION, DETAIL., TRANSITION IN CURB AT. DRIVEWAYS - AND CURB OPENING LOCATIONS DRIVEWAY ( CURB OPENING . . 3..0 TRANSITION TAANSNNON � .7 DRIVEWAYS 6' CURB OPENINGS n PROFILE , . •DETAICE ELECTRICAL. :TRANSFORMER IN DRAINAGE' SWALE •, Trans tor ( I I + D i.,ase - l e - . • L Co■ne., Cu.b • 13 1 VARIES • 10.0 5.5 - I I.% • y-DRYWELL J, T •. ` _ DE'T'AIL_ ...D: TYPICAL SECTION: DRAINAGE SWALE I , LOT ' , BLOCK . 1 STA. 4 +18, 401E AVE. TO STA. I +25, UNION ST. R /W 3 CEMENT CONCRETE DRIVEWAY al[o L otivAl 8.5' NORMAL' SWALE SLP ,WALE BOTTOM . •• - \ DEEP CURB CUT I CONCRETE CURB 8 In SLOPE, MIN. /3s1 .SLOPE, MAX •hOM TOP .. OF DRIVEWAY TO BOTTOM OF SWALE ,,. a _,.. , ., . 7/ T W thD �I'IO LDAG°s Luaci " DETMILV • 5traet - P L A FJ V I E N' <.«d.h:'' "• SGeni.2 of 2 • M•••let 1949 (ASphait t Lyn7ison En'gineers,. • "CIVIL ENGINEERS k LAND SURVEYORS. N.909 ARGONNE ROAD SPOKANE, WA 99212 RN 926-1322 roar 1 r9 1 MELON ti F EXPIRES 7/171 93 IC SCALE ON FEET) 10 20 40 20 Founded 1946 Vtimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1322 uLONE fl ti n biDDO LOT 2 BiLOCK _YPIRES 7177 93 ti GRAPHIC SCALE (IN F 0 10 20 = 20 40 Founded 19K meson Engineers, Inc. \\ IVIL ENGINEERS & LAND. SURVEYORS \\ N.909 ARGONNE RfiAD SPOKANE, WA 99212 PH•926 -1322 \� 11 August 18 ;1993 MIDILOME 7TH ADD. LOT 3 BLOCK I Scale in Feet 10 20 /04 q_1a_f 6P 0-LP\ O£ Y - PLAT MODILONE al} k LOT 1 NJ BLOCK 11 -3 GRAPHIC SCALE (IN FEET) 0 10 20 40 1" = 20' rounded 1946 npson Engineers, Inc. CIVIL E INEERS & LAND SURVEYORS N.9 9 ARGONNE ROAD --/ SPOKANE. 99212 PH 926 -13{2 G 1-44k-1 to P>vTSDc. t . D4 t v u . e.• , " • 'See Detail"' eQ \ �� et Q « .. t - tr - 1. c c d 0. I-+. + t ; i 1 ' - Dou `ble Borrel Drywall r K �., t"�'ToP of C� . rate 2 1 011 r . �. i + T See Detail "Q' + I ?� ��� �. � } - I ; Sodded e.orth Berm 7 \ 1 ' I See_ + petal I "Fl T Fri * ^. ` P.4 ite:urb Cut i 16 W i da 1 6" deep ti Nab 11 aA13.2 5t 4'tz3 , S eeDeto\t "A' "r F \'"Th , , !82. \. N G p4. . _-t I. r, +. , i „a !\1 au . . f - 1 rr9,8 I' •t { ' 3 II W " t \ ,0 B set,-, + ■ . DI Luer µ h ((1 ■ L l l - �•ir. F y' \ \ i 1 ,1 "$4/ 1 11 t , ti .'. 1 A.' avitl,yE} • . °' - I AA At -1 .vo I { Driu'eway� r .ul t' f ; t ,. a i �. r 11�' -�`\ . rp; . I \" 6 \ - See - Deta :5" o,na - - G" +. � S F , - . � ,_ \ . 1 . ii 1 . \. $ :T.cPtc& Yrm .' � . • /ri i . � h / 9 . t . s 1 \ <�.i F , + \ \. _ + i QI J` a �a Q \ cif 1""/ F i't ` �. +n .ii P) � - a e T . \ _ .1.. Q 'C x x0 c0- + 4 __ — 1 —a_.-0-- . -i 1 -. ■ [ v "�� I - El'ec-1/4r\cwl _`Trans I I . a q. I i 4 1 t} et, . u? A_ -•-t,-- - E \'tt L9 L.'.. -..ce. . . 2i 4(11il _ v t1Y F ' , 2 Double. Barrel_ Drywe• IS I- 7 orate, 20 oS -°DIt; - 1, Fes', 4 "C" - ,{ .. =Mr la • 1' 1 4" Curb. Cut eER G 'wi 6 "'dee - f 'I; • S } l ' '" dnd B' + o f t - . •t- , ,. xs 1:• 9:NT a.c, . _4 . 4 fL MIDILOME 7 4�;'BLOCK • TH 'ADD. LOT . r I 'it -i-t i r{rt_ 1 3 No: 1250'0. '3 /8 /ba (K`NM) .R {H L1 . r _� rt . ..41 .7 t T ' , ', .[. ,T . t. - t - ;• ■ «l 1 .4., SCALE_ FEET 10 1 , • "••••• 40+ ' 1— - 20 • •; 4 e` Y pq cthREUct L VEEP GIMEIs n 'x1993 • " ''. + 2 Ste 1 QNE 92 &1 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE . DETA I L "H" NO SCALE Top of earth berm (3' wide et top) Covered with grass sod END VIEW 1 Slope,mwn. / 3't 1 Slope, moat.. From top of berm -to bottom of Swale DETAIL 11111 TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80, 40TH AVE. TO STA. 0t90, UNION ST. LOT 4, BLOCK I �I 13 4. 5 E G 1 8 K al 11 t\ oy9lfl. Swale Bottom flat Bottom , No Slope Elev. Zo,o°- MIDILOME! 7T ADD. DRAINAGE DETAILS SIDE RECEIVED APR 0 91993 County Engineering li EC3 1t:C. l e* 46,7r.o_ - 5- , f3t).13 35.41 , A 51 N . 13 1" ' TOTAL ,d-vT ‘ z. *050 .1- - IS t 7.60 B-1 t Ito 04- is) (1 ga) — (zoj Mt2t1-ot1 t. -ft" P.t)DktioN1 ovf-pAcnik C_At_clut_k - Lowe 1- 100D 1 • - F5/-- -& vv.ws.s Lot . 7_ 504- -t 1S Q00 = 31 501- . f‘cge i 6vass SS,Q00 — S 6._ kieo Acr..4 f1: \-2- Foci. 44 pori moizti o C Lo14-1151.-ocK. 04)(k .112.8 f (-) . 1 t o' • --6t :15 i ' us 4 1 ( 3 i-A,5)(52: z 4,15 Swpore s (13 121-et - co IgE.415e.D POND Lot EL. I = 15:11 31 + SL 3 \04 fi. 1st RECEIVED APR 0 9 1993 (6 (1,9s F -? - 1Z f40. IZSOD 5/5/92 • <1.cvitit q /93 -s,503.58 9L _DouELE BARREL DRYWELL \ Top of 6rai'e 2011!_' m \\ —SEE DETA\L "c" \ Co \ tv .4 a se\ ` ARREL. ' RY. LL.S 7071 93 • \ 1 ENV AY 5EE_DETA\L_13_C TRAMZrOR EE OETA � S S L S A� S v DOUBLE TnPoF Ci 5.E —DETA\ tON 17 G°Q»o LO 2°10- 4- LOCK 1 he SEE_ DETA11 A E. 0 10 0' rounded 1948 �ilnpson Enginrefs, Inc. CIVIL ENGINEERS & 1.."4D SURVEYORS N.909 ARGOANE ROAD SPOKANE, WA/35212 PH 926 -1322 GRAPHIC SCAL/ �1 /•'flte . � 9 !I- , , , , , , , , , TRANS • T r SEE•DgTA GRAPHIC SCA : IN FE L' TO3' 7 , 4 La VT ADD, d0'n,r .00 K 1 17 rJ 0 rounded 1946 stepson Engineers, Inc. CIVIL ENGINEERS k-CAND SURVEYORS N.909 AyCONNE ROAD SPOKANE. Y/K99212 PH 926 -1322 ei tS E . S / �1•• c , 0 wASy A / r•y ~ c e p CV 2 /' iy / / Ai 7 / ▪ 9967 / / A 7 SS SSI ONAL9 1. / - T17+4SFOR H 2 / /SEE e- SEE E., rrES 7' 93 1 • ' /' o // 7 N / 7 /' 7 7 7 7 7 A OGt 4 [1 ADD. OAT O©a e t o e teAMMIPAIN - 20' // / // Founded 1946 ® tinapsan pCgtineers, Inc. CIVIL ENGINEEgS & LAND SURVEYORS /' N.909/ARGONNE ROAD SPOKANE, / WA 99212 PH 926 -1322 /' MULCH / , / / / , - / , , / / / ¶H ADD. L® T / ; LOCK 11 /9/ RAPHIC 0 / 69 , mnpso . Engineers, hid ENGIN RS & LAND SURVEYORS N.9 ARGONNE ROD SPOKA . WA 99212 PH 926 -1322 I; • m l' 0 )L ,_ r ..OL - 6 • i tt ,4 S. ' i -,- - + 1 ,* t t + _` - W [ 1 1� 1 + - , 44 i -$ ~ 1 1 � It - � 1 t' Z 4 I 14 W ; . -, +.w. • tt , . 17-.4 -14.4 F-' a— .- ..z.z» r — p 'r -? — , 10 . 20 '' do �/8 � 9 3 , (Kw N ) �'� t t I r u r °.i ".. Ta. i o.- I 1 y ,. I , r > 4. .. _ 1 + _ t ..1.- ,.:7‘1-1,-'- 1 Vi —ro , COURT I ' ; I` Y.r al+wlk a n+ „Y , 4• . I sd --s-r- v a r Y`° }.. --$. - -_ . ,___ _t , it.* 4 _ , p en r 4 J { i '. -+ 1 I nonN444„4 trg;i` 1 i .. 1 t - — J+Y,ba ..4k.ctn r r 1 !.-L + t _- , . a }- ' + 1 j t , c 50.'j I. ad { Ja f 4 '1p - CI Pt') l 1 t + 1 . + , t� 38 1 f° _,.IIt 1 1 tI,- , o +SS - , I /' . -1- — 4 t �71i 1. E R vI �l(4v - : -.- �' /�ul: 3 �. �:'2 .} if rC: U ib � 'ri e.•w CCI 6'1 i °+€.: .LW rl..!<I :JC:' � 11 :1 • I At •,+, Soddedr}7;r1 Ber , I . j.ly Sta,ttl+3l .. 1, � -, 'se aED'a a :7 to t C r :w-- t- rTi / .F.:._, 1'1 4 1 r 14_, 30 But Ingl_ 1 . ' ti D ub1e Barre D`rywetL Sta (2t.2$ ' -9 ° Itlf SIP. .3l -I J . 1 +� + '(0 o'F. Grate, �\ev G 'toll -. �" cx ` - -w , • See De. C,.;r' V o' 4 t i. , +5oddr2:d +q.Eart,hbB•ermri �S.ee Det - .,._. , ' rtt ,��� r t Curb St Cut. ,11G wi G.deep ' "_ a 1`12+41 S ee D A ` *i r -� Vii{` 7 1 S , t Det°01 ectr:icol { "Chor,mer l jSee Y r 1 El cP�S+� 7 t1� ra 1 sf } 7 1 / MIDILOME 7TH ADD . ': 4 L 1 0T i' 4 1LOCK I 0P 1 1 1 1 n 1 I 4331T 21 _ - 0. T set me. is "J ,ri3.AT —} Y (. >.; . • -. : . ' lt<i 1..act - . n F r )1.aQk6mo), APR 0.91 � ER . SICWS9r peens i -- ' - �d a 80 2 r tt ; PXOR1EQ2o•ta3$ 1 0�111HF ' • fl 993 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETA I L NO SCALE Top of earth berm (3'wide at top) covered wlih grass sod END VIEW: MIDILOME \; \ 5lope,vn n. / 3 :1 51 ope, max. Atom top of berm to bottom of Swale DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80, 407N AVE. TO STA. 01.90, UNION S7 LOT 4, BLOCK I 13 G 8 K 45 11.5 ul Swale Bottom flat Bottom, Ito 5lope. Elev. tows 7TH ADD. DRAINAGE DETAILS SIDE : APR Us WSJ • • VicELAS a c. WIN rRst 6 0 Ydv 031Al133H. ' MIAILOMe 1 ADDl STeogrnweviE.g.. DgioNi c.F.L.-CuLp,•tioNS C.F-oss -.5EcTiomf1/4L p•REA of swALE : fT. _ (.01 0 91 __ift (1-)(0,5)(19.3) -t (0.5)(4,0) 3,5.5 Ft bi 048 -z.00 ST0E-AGE 1)._• k 9 5 (to ces 20o A 11/ ..2. 2.) c tO CouczT Lot h lkcift 7. 50 FT. 5. ?fr Fi- ■ T 3 i f 2- r \ i z3-1-2_ mc_ ET. Va/ A „- LOT 7.4 ? ". c 20 z t ty , 4 2. 1 .10 fT. 3 ve/FT 6gf■De. AND LgNGTK OF ‘e 100 FT. AND S to THEN) swAIS MAY S coosivtge.v ft-l1/4" S'T QG. AVM 1 - 7 .1■ELE. LoT z .3 4 I \1OL. Om') ( Lc15 fi. r 4o ft c7,5 1OL. (4k 4 )13,BS t 94)(3.55 fi 5+6, F't 54 p4 0.. 12. 7_ /c 7 2.31 f't supaaufai £ ‘6 0 ildVi 4313A133311 ... 4.19 tu \11 Fr tot 1 3 6NservEST 10 1o? o? pf-kvevim 0.116 nel<t Ft /FT. - L 0 • M — f■VDt t3r.tt4kC CAL-cu voi4S nro -rfannir . 4 0.0141 Ft./f1, figiorr.inna -t L .,01 2 C ;■3 t ..e • crioit^ta- li 0 • $ 13.CS to- .c.os•5-5?c hy-ct of SWP•LS c3) e-pisemern Tor of 't;)%v v•im o.okci 00 !.!q.1 FrcrlirrierST,-.^.TyYPAIC71-:://b:Tibs.WAW,Aley?`\3 No giv 1 AL 'Fr —vyAc..e 0.1 s l _ ore Sa CI I en . 4t. / • • FT 41/4" • F t t F-ANI s. ' C-1)(2 0. t 1•10.12.50o z/I‘M ( ) Co nc. cuF.13 CO NC. C. aigoss—sec t.V.et. of SwALt 01 5 vi -)(4 (21)(9a)( (Q )(i 3,55 1.01 o-42) z.00 .3`_CVR6 CUT 6EE DET0IL,B= 1- O DRIVEWAY_SE E_'ETAIL.iGC. 18' NSFORMER AIL " Z' TO 3' . PLAT KEDDL‘I MTh a 6 J U DoUBLE P3a..REL DR�'W TO of GRATE 2OI1 SEE_DETAI r 2 w W 4 w In o tri U- 12 +32_ v 6) 1- w N Z 0 5 cC 13' COURT O CURB DRAINAGE EASE ME SEE DETAIL eeF" # S Socta '0o " 1 1 1, TI3ACK W tn CO 1f) Nt o CO to GRAPHIC SCALE ;IN FEET) 0 10 20 40 1" = 20' Isd tirnpson Engineers, In4 rounded 1 946 CIVIL ENGINEERS & LAND SURVEYQRS N.909 ARGONNE ROAD 1 SPOKANE, WA 99212 PH 926 -1322 11 - G XPIRES 7/171 93 ■ 1 1 1 1 / / / / / / / / / / / / / / GRAPHIC SCALE (IN FEET) G 20 i r) c 4o TW COURT Z LIN 5AS E MEUT F" eTOAC __ ___ 100.00 S 00°2c.` 00 NfiNLPHE VTh CD. LOS' 2 MOM 2 PL Founded 19119 e tin>,7)SOn Engineers, Inc. CIVIL ENGINEERS ige LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 S E• S e 0 WASyI4. S� u : .1 9967 *$ GISIERO 1 1 1 1 TRA145 0R1 -1ER DETAIL E I I I I LOT V s HOC©[ 5 8l ° 59 1 39 E -19°21, 52' Elul GRAPHIC SCALE (IN FEET) 0 10 20 40 1 "= 20' Founded 1946 Virnpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 i1 TRANSFORHER DETAIL " E" „ / ZIT EXPIRES 7,17,9 1 1 1 HODOLLOM VTR bJD, L S27 35 /-Q0‘. ° fi 1 L. A EAS EMEq/T O p Pl N1 4 cud's LUCK 2 1 05,¢8 GRAPHIC SCALE ON F 0 10 20 N Founded 1946 impso7! Engineers, I CIVIL ENGINEERS & LAND SUR !1 OR N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926/1322 COURT MIDILOME 7TH ADD. LOT 5 BLOCK 2 TRAMSFOR� DETAIL ° E" 0 \ 1 GRAFINIC SCALE (IN FEET) 1Q 20 40 1 20' ..�S Pounded 19.6 ' ion son Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.900 ARGONNE ROAD SPOKANE,' WA 99212 PH 926 -1322 NEALCHE u S% sGLt4. AtRE.L_OR'(1klEll. • T CiU IL SETDACI <� I 33 Di NG. SOP of C>RASLELEV 2 33 1 I . SEE_DETA \L c I , t2 To 3' _SEE_DETNIL F" . 13 DRAINAGE EASEMENT 75.00 PROPERTY LINE 01 m DRIVE. _sue 4 • d ° ' 9 EXPIRES 7/ 40 I AVENUE ADD, LOT 6 BLOCK 2 rnmded 19.A P ETAIL_13_£_G. 8� --� r Q 0 F 3. GURB GUT. SEE__ • DETAIL. A E Be. GRAPHIC SCALE (IN FFFT) 0 10 20 40 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 *ME 7T :; IRES 2!12/ 92 TRAUSFO0.NER DETAIL E Founded 1946 GRAPHIC SCAT F (IN FFFT) 0 10 20 40 S impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 -W DVY-WELL., / GPAT6 ELEV. Zol0 � „ SEG_DETA�L -C-- UPl Q GRAPHIC SCALE (IN F 0 10 20 40 t " - 7 0' vendee 1946 Vtintipson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 - . - ,µ,. I r c,, / ' 11. •. /t: u f , /• 17` j I" WIll, 444 7. TI ,2 Double Barr ywe� 1 \ 1 \ t (" - ti" G rate, �,�eH�2'o1po -\o. j { « _r $ - I 45 ee,,Dei'atl- C" AN \r,.t. 1., €' I\ 1- t 4-- \ v I .1, � I ft 1 9 Drwewa ,\ --' -;-5'e e'- Det ail •„ B " '0.41d ` " G " -., . +. • 1-kt r . • ri + P , • 1 . f . •6..t w- .S- _. - -+ - v - f 1 'Ta1E41} Till b \ i \P,f , /; o - - 4 ;- / j/ i P - p 1 ri .�� - Fr, �i' � I , *rr + , t i , , 10 ; ' t }1 4 'a ▪ TAfI -+ ; 1 1 t*. _ 444b/' 4 , t ' 125 _ _ x o j , ' { 3o13 No 00., � r TS odded Ea -t i Berm' + a t: h / � }} :Soot' t " _,3`/8;/9 (KwM.) Pit k f-u '.- tir•7-t} r `. - i t [ � -1_-1 v 0/ 0 /* 1 r r A 4 +-+ ' -. + ; • • n 4' — u (` \ ''. . & (z _ • r ' 1-- t" 7 7 f 't •.k s: t �i-4 .F41A .tv_t rt.v �,. , . Q _ . I� /• 20 • +St Swa r t_ 6'. 'C'1 • •- �'_- 1 ; v.rtI.�, r4w:-fsttaa6eenL _ ' 4'+ -I.fr l.fl • 44_4. v, ... M'u5 • ! Y T!t 1 �.? 1 . � -e7-r- - r'I 3.3. ^t : . F jr rr .74+1,\I .. --t - -- • 6, 1J C' • i t t � t � _ � (call ^ ION' it 110,7440“7,(4. z`$7t 110,7440“7,(4. :+ /./ r 1 vto.tta.• 1---- •n 1,IL. sth /pros tf r . . "•...., ., 1-f • J F N r..% 1t. -0/ v 10 1 L . '• a V tpr • 4411:e: MIDI 7TH ADD._ LOT 9;<BLOC 2 I� iv`l.✓ -r�- 1 '1 1 4- . 1'.I ' T I ` : - S f CALE - � N FEET '� ' t 1 r j. . 1 J r_' ,2 O r _ 4 , 40 ' " 20 e,. -.40 : .e4 ,. ,7, "F�_V aYP'�I ,.r' jC r-) 'fi'1 - CIAttw6E "SI. gi. : -$ Q A IRGO^'NE ROAD I, ' . FO WASW.t92L2 '-.- -4 , -, PHONE�9264322 -' , ' -f .x - .t ••:• en nerckrercor • _ �.'1. - t _ r ,, wuy TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETA I L II H NO SCALE END VIEW : Top of eorth. berm (3' wide of top) Covered with 9res. sod 1;1 5lope,m.n. / 311 Slope, mo.*. Fr top of berm to bottom of Swele DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80,40TH AVE. TO STA.0t90, UNION ST. LOT 4, BLOCK I 13 W MIDILOME � o 1 ,lt Swe1e Bottom • Flo+ Bottom 14o slope Elev. Zoo 7TH ADD. DRAINAGE DETAILS SIDE: 3: l 51 mox. 1 3 1 :1 S1ope,min REcavED !APR 0 9 195;1 4 4V4:43 11 4 4 1- . BA\ _ s .C- __Tr QZ NUoiLome. I TH ADD rvkoN STogmw E.42.. DIRAI N iNGE. C.. Al- GU IDNS A z. 0 8 5 - 3/4 - la 1.11 6 1-96 Ftt n 3 k fl .... . prz.lv‘s 2 *,7. 5 .37k" 5 14 c. kleteep-vioLks 1,1 51 35.83 f- r - 2Q 3 FT..* NO 12.50D Z//93 a Z 1T, 1 5-1° DA i unikom ST. 'to STA. 1+41 1 + 0 Ave. I- 9 E.LocV.. 2 (t) (V (1 50 .5.9. -t 91 5Psiw t (9 1.98 rt.") ‘86 FT RECEIVED APR 0 9 1993 #%— CounlY Eogineeriag 10 • MIDI -oME PDD (T1oN p�PIn1AG CPLCu1 -4.1 1) NS E.ASEMSN.T '[DP OF pR■•WAY s .y 0, 1167 P7. "ti'/y %�r"ri " ",n �rrar /i F�I if ( .. Sy oPE 0, A313 ........:.......... oPE F EE . .. .,. NOSzMP... ... .. . V to ��� CROSS AREF OF SWALE. ■0'' 10' BE.. 1 ■,-.1 . P ..429 3 � i. EPS EMtiNT Top of - pRIvnV+r' Fr....... ..O 4 1.07 • $ 5 eLxp5)(419) t (z)(oi)b64) z ligS 1•0'1 p..cl .. . a= 0.014.'..1 _/F T. NoRM^L SWA! E SLOPE... ....... 5Wh E 50TfoM o.4a r CRo55 - 5EC1 IoNhL AF-E■ of S WALe 1 2 ,� r - "_J1� — ...._.... / I \ /.,5 \ /.L9\ (1)(95 .--.)(1 13 \ /.,5 \ /. °_\ • APR U 9 199 N0.125co 2(16/93 (Kw r-‘) ■ co N.C. le-13 3,55 EXPIRES 7117 9 3 ij / / / / / DOVFM- E OPRREL..ORYW Et, TOt_ GRATE Eiei..2D \5 - 6 DETAIL . c_ _ ONE DM MD. L007 0 . 3 0 PLAT OQ c- v k; k 3 6 Q GRAPHIC SCALE (IN FEET) 0 10 20 40 cm. 1" = 20' Founded 194 o impsan Engineers, Inc. CIVIL ENGINEERS At LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1322 i • • • • • • • • • • • a Fo.,ti �P • i • • • • i • • • • • • • i i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D. LOT 1© BLOCK 2 1 " =20' Pounded 1946 Simpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 I CI MBEs 707; 93 ©©I 7 V QM�n 007 2 GRAPHIC SCALE (IN FEET) 0 10 20 40 1 " =20' rounded 1946 pson Engineers, Inc. CIVIL ENGINE & LAND SURVEYORS N.909 RG ROAD SPOKANE. W 99212 6 -1322 G lMLNE fl'II G°QD GRAPHIC SCALE 0 10 20 '7tRgS lflhl 93 / / / / / / / / / / / i3 0' Founded 1946 N FEET) 40 (&ir pson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 / / / / . . / / / / / / / / / M / /8 , ? XPIRES 7117/9 1 TRANS FO 32.7 E2 TAIL ° �" Tht ADM LOT U3 I LOM 2 9 le? GRAPHIC SCALE (IN FEET) 0 10 20 40 Founded 194a Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 PLAT rounded 1946 gtinee CIVIL 1 EERS & LAND 5 � N.909 ARGONNE ROA POKANE, WA 99212 PH 926 S, Inc. VEYORS 1322 .NPc'� F)`yF S Ot r ; cJQ6 GRARlite S (IN FEET) 0 20 40 m %C- ) = 20, � G�p �u/ y � ADD,-2-01 2 MOM °U nGN 1946 mpson E e ers, Inc CIVIL ENGIN & LAND SURVEYO ANE, WA 99212 PH 926-1322 00' I1' 05"E GRAPHIC SC (I N FEET) 0 111/ 20 rounded ngineers, GINEERS & LA r RVEYORS 14.909 ARGP ROAD SPOKANE. "212 PH 926 -1322 L© o' C ft GRAPHIC SCALE FEET) 0 10 i^Cit = 20' EN S & LAND SU .909 ARCONN '*AD OKANE, WA 99 PH 926 -1322 40 Pounded 1948 ?leers, Jnc./ GRAPHIC SCALE (IN FEE 0 10 20 40 1" = 20 .-`S Pounded 1946 s cc Vi7npson Engineer • ��W j CIVIL ENGINEERS .909 AR G & LA ROAD RVEYORS G N.909 AR�.' R SPOKANE, WA N 2 PH 926— See De tatl s,.G�••,a, �; L I •+ c R1• • 441 • t U1 • E -1 r t� f 1 t ' t ' • �5e 'Detarl H ' I r �\� 5to:. 5 t 63 Curb .Cut,, / t 1 SCALE IN 'F ET AS- „ ,.r J -, to zo... 4b� e, . " J • tr • • r , l • ' �- _ tT r s f -f ".I -4 * T E L t 4 \ T c, } 1 a- -mo Y 4T� +' rya'I y r ,� ..». \ -t l Ot C R ^r 0/ c... 4- ,Sishsle Barre rswell To r ev. ' G t' Et 20 l0 � C o a See De-t a'I l ' a 3 t r� ( I tta tc- t 114 Sodde � Ber.MnV t t Deta11 A" \ '\ r[t3ri� Ot\ } ' Z /.t1r, I ! • arp \ et st p C/ t a N P • \ , d' /• L �� -"�� �,�f A�•e TO ••_ti t9 ■ ■ morn *1 * ■u 1■ tt n , • 1 P4 Or •9[.>, t �d �� ; 9TA ):t'* � T • - 1 • , 6 ` 4- t -/-fir%- % r+7 \ i4 \\ 4 ./ ro , ., Q t 1:27 e w' 61 } f ,tC I F See fltall + B and, 4- sa ,.t ��s \ 3 n_ tr > w 1 i ll- P� ^ } \4 / + • \Nx r I . + e 4\ \ V ' .4 - • : -‘ \. Oloub e Barre 2 .. DryweNs 4n ,1 � r " oP}oF GrateE1 Zo 4 RC t r e a D_etq'i i , . > + - 1 } f t " 4 }t- L., vciz..x� �) (�� j% 1N t Rr —of . '1 ( ' l �t /--47 f- + .fi r 4 'r' UEO:T T 1> I ti r c 1 4- VT • 4 Ir r $hT 2987 ift 1' __ t t 1 t r i k � ; T,4 .I i..,r I t 1rr+L it }. • ti { y \• 0 �Xr d;for L. x / r + �Iu tr 4- • 01- to I"yit '4U W#.,7 . MitillOME±i :ADD. LOT; 6 ill I i p l ^2ii xt;.P \5" e r �+ « .t 5. mi xw •$ ' s !�'tt' ..'fe+.Y ..'hM ��� CCrr I { 7 t 'Ghl'Lkv BtOCK'' 3 ( g ' I . 1 KPiVlaed R FR +h �. i! h . ; L Q I Nii - � I . - �ti;. {_ea at A F I p J i ay.` tr� ' A t PR o 9 i.. E. S!ft PS ^IJ 4rldR " }t } y " e r 6} QAdNE .m.. • ;i 1 Gj 1 _c.°...r,_,... 1 FY -,.. r-/ I 1 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE DETAIL ° H" NO SCALE Top of eo.rih berm (3 ".. de at top) covered with gross sod END VIEW : DETAIL "I" TYPICAL SECTION: DRAINAGE SWALE, 8' WIDE STA. 4 +80,40TK AVE. TO STA.0t90, UNION ST. LOT 4, BLOCK I 13 _ 7 E Il 4 . 5 1'• l Slope,min. / 3 +1 51ope, mos.. From *op of berm to bottom of swalt 0 if Swale Bottom flat Bottom , No Slope elev. 2otos MIDILOME; 7TH ADO. DRAINAGE DETAILS SIDE: 3:1 5 \ope,mo.x. 3 I t; 1 Slope, min. REcavED APR 0 91993 80 4 Engineering L €,liis fi!t.LaS IUC. art .s Lp w�t�rsN11 ztv istp BASIN " P.I " PR�A-coTAL C09 27-1 Frt. 2 j LoTS @ 2000 ft z ' LOT N'tPLL -or\ - - APDV'TION S Ios - vat Dt;AtNAGE CAo CULFCrIONS 'A ?mi.= 121.54 *'14)(1S) = 3 054.49 - 15 t z-8) (1) - 2,996.3z CuR$ RADIUS FILLET @ 4 0 AvE. = 85•95 CuKg F-F iuS FILLET @ e.t.a..- D -S/.c.. = 65.0$ 'j3O.Qi (Q 8 (lwwc�0)= 1332; 1 ('1T)(45) = - 1,54. -�r z z 1031 o.1 t-:c.“.. i Roofs i sto . eS p.VAtLkS1- (40(2-)(1.0(g) _ (4)(2)(1.11(I2.) z ve.BS' Si 68 114')(3.55 FT2) f EV ISED 53= - 41S ✓oK r• N0. izS o S/4/9z ( K` 4 10 in/ /43 Z FT. =ioXl c19 =70.23 = 5000 ft 1000 ft 300 FT.` A pRvES 3 LOTS e LoT 61114/0 1 4.0 0 . erl '' vel ov,sz y 369 1' 5000t 3000 L Vp FT? Q p.Cg n,96o 51 GRASS 69 1 — F ,y MCfzE t.tS j STQKAGS fzeQulg_Ep = 9969 Ft ;t 2 1N. = 4'1S FT- I IN /FT- 1 - S TOR -A PV MLABLti z 110 — 1(G Z 94 Ft• 43.55 fT." = 334 FT." R,v .1„ kW) F T• t. ■•% uo .notl Cc. 3j > yy 618 fT 41 3 F T. = 19 8 Fi. 537. Ft' ii :4 D. II67 FT. o •�' rrrr�iin;rrirnrir \ if \ / FT, O. \ 3'13 �P�E �. GO NC. ... w A4- E SL �EJ ND KM f '. Cu RB 4 pt� \p `L�o55 SECTIONAL hStEA OF SWhLE. l Jl I NU 0 10' I ft M\D\L -OME 'I p.DD rtioN b4'Att4 CPLCLILAtIUNS \3 t;•SE.merri Toy of - pigANI E WPY 4 R. /w 1.01 o.cl1 4 °— Rlw r 0,0\41 q(!:�7T� mogrIAL "fr. /Ws 1/40A SC OFF ......,, 5 WA L E BO T No. CRo5s- SE.C"ttONhL h2tih of SWALe 'o)( 4 * (2)( -) t (v)(* Z 3.55 RECEIVED APR O 91993 Canty Engineering CKWM) Co NC. •GNF SLFIGLE. BARREL. DRY■ELL Top oF• GRATE` SR.S .TML "C" \ $ 9 o J S EXPIRES 7117 0 91 F \ TRAU5fo R1.1 D6TAI t_ °E" y F 2 2 To 3' • -�' zit/ � �C /- 4c9 1" �, o* DRIVEWAYEE_DETAIL_B_E_Ga_ 4 'RC U Qou6LE._BiWRP_l \l -_IPR3 2a 1 C9 / • • / S'_cuR= _ CUT_ / / - _OCT IL 5 / / s c\' RAPHIC SCALE o ;j\ '° 10 20 VIL Faun a 0' 52_ ROO 00NEflMADDDD,LOVQD SP e � impso ■ngineers, Inc. , ' ENGI RS & LAND SURVEY9RS 09 ARGONNE ROAD,/ A NE, WA 99212 PH 92E-1322 EXPIRES 71171 93 OT LUCK 8 CURT3 -" GRAPHIC SCALE (IN FEET) 0 10 20 7f:,e7:1 �_- 1 .. Founded 1946 / S impson Engineers, Inc. GIV1L ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE WA 99212 PH 926 8 S 83 94 17 W (R CXPIRES 7/17 9 MUNE TM MI. LOT 13 MOCK( g ti 0 ° 9 , IS' 7 ■ ■ ■ \\ GRAPHIC 0 \ 10 Z'TO 3 UN ION CT. FEET) \0 = 20' -- SS Founded wimpson E , •inee'rs,Ji c. CIVIL tNQINEERS LAND SURVEYORS -_ N.$DQ AR NNE ROAD SPOKANE. WA-.9t21 PH 926 -1322 NOUN VW A S8'a ° 77.03 9 D T, LOT J ELM( 3 ' SE.s Y ,. 4t" wit% • • I 1-1 4e 9967 S /ONALE (PIRES 7.t 93 I h CS .o ti s �� 2 3 o v F� 9 GF 27, \yG C) F9 TF.4115coRMER. \ 9u NSF` .n FAZ R M V7 M h 1 1" = 20' rounded 1946 UNION CS. GRAPHIC SCALE (IN FEET) 0 10 20 40 V -v 4 Simpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1322 MU ONE 7T11 A Do LOT PROPERLY L \NE g� 40.31' ,' DRAINAGE EASE ENS $ SEE DETAIL r _ ,� B0tLOII\1G Sr - I EXPIRES 7117/ 93 0 MOCK \ \ \ \ J h ti GRAPHIC SCALE (IN FEET) 0 10 20 40 fir,.:- - 1" = 20' wneea 1946 Vimnpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 MIDILOME TT ADD, LOT 1H MOCK K 8 GRAPHIC SCALE (IN FEET) 0 10 20 40 1 "= 20' FwnaM 1946 �inpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 %PIRES 71171 93 b ? ".' Ai., ' s p a O n r Q - � / ' / / � 47 t41 / / 7 , , / DRIVE AY / f-' .1 „ , �''/ z,9.'/ Del L_B_£,CZ 4 , i /' ' , ‘.4.9„.. ? i \, O, y Q 7 . 7 7 DOOM aM QDD, LOT i2 LOCK �3 INGLE_BA2fLEl._� •I'VJEI ToP_o F_4WlTE. EL EV.� SEE— o/ETAA.-N \ u G GRAPHIC SCALE ON FEET) 0 10 20 40 1" = 20' founded 1946 Vtmpson Engineers, Inc. CIVIL ENGINEERS k LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE WA 99212 P11 926 -1322 MOM TM OD. 13 OY TS MOCK S 13 .0 ist S tF �IN A 6€ a trAt if9SEM „ EN � BU7 <o1 ri ck 20' Founded 1946 Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 CURE rR k p G'APHIC SCALE ON FEET) 10 20 40 43TH Av MI DILOME 7TH ADD. LOT 14, BLOCK 3 a 3 -Z 3 -4c UE SCALE IN FEET SIMPSO.N ENGINEERS, INC. N. 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926 -1322 et DE_ 13 2S • Concrstc. Aptea" {.r Stitc12.:1 ttein) leasth o curb Cat poem *raw Carttcr 5".•1111cAS. 41112 Co Or Ieja.' l CZ:CC:. IN. : 1. yr: 1. t . ; :f, ' iZ ;I:AI. #,■•rk,14-2-+.'(- N 1 1. _ ...; : •, ..,ver.mts . .......• - L I . • - • LJ hi DETAIL. TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 10' Ca MENT CoieCRE.Te DRIVEWAY a a DETA1 L A. 13 SAN' a.s' NORMAL fal/ALC SLOPE.4.. 0 0 ic. C SWALE Bottom -5- 1 " DEEP CORO Cur CA:INCMET< CL/4-5 :I Star( , MIN./ 3:1 SLOPE , fru.), fao,-, TOP or PflO4EWAY TO DOTTOP1 or SWALE .,..ep.2ikria_,,... 44.4...c tri , 4194144 . Ce a to. te . ., Asphalt C•acrels Poseloeht • , „ .. Ctes• '11 C Depth . CP sleet C .. .... Caet,Tspc '4: 4 " A•phall Costeart 5 i ket• vo 41el• Spoltatat Lo"...:1; Standard " ',.. ' ' (ve11 Spdtc.1 Cr teShed Sart &ems ,Isp O O Compacted Depth (14 SO DT Spec) .•,- TYPICAL ROADWAY SECTION : NO SCALE PRO FILE • Sael lia'bliL 7/111 ADDICKil . . . TR&wsrrjou SIDE VIEW 10 1 IS' t1P V;! vrmv ,1 . 4 .4 14 .9 011 5 0 • c- S Oralaase 5.,1t lop of at -to Se so.Liee ea.' home. s...Lear. 10.0 r I \ i ■ I- -J DETAIL: TRANSITION IN CURES AT DRIVEWAYS AND CURB OPENING LOCATIONS, 0/LIVE.WAT f atakkt 01 j \ I VA KIES 3 s DETAIL C TYPICAL DRYWELL LOCATION NO SCALE D ETA I %, 13" 11-o1as as,44gp, 0i curt u Oflwn.c.s 4, CIETMCCELECTRICAL TRANSFORMER IN DRAINAGE SWALE I Clect r1cal ;leant COAL (rd•■•••••tni 1- Wit nt Th 1 . 41 .5I/ILI),III: ., La el. ' Trott.4 orate Street •■•., PLAN VIEW .11 j2 BASIN Pf\\IEME-NIT 5 7,-4 i ,4 s.r p-s4uvic_t) D 'zteapcte -- s - rogi.G e --To tcciv6reaseth,,E - - - 12. is ••_e 3 - .-. • 7- 0 F tE I- I N z ..... 12 i144 _ _ :., 1.3...I': Ft ._ 0 it if, 60 -c-• c :C-- e I v ot c--x\- ..A9 .(.)(.iia.F.71 r-2 1 1 •:, 0 11. liDO FT. l.±.± Fl. 50 99 - -_ (5)(l- Fr) li0 fl- _6 . 14- - 68 Et . _. . -- . : • • 1...0 15 LOTS Lo 13 4 D J.1J LL M . E 2 IAP1T J r .N ....... ....... ne JIP t\V . \MK1\J \21 P ERFAIT - REQ \ON Foy& L-0 14- et-ocK NOTIFY THE A UIRED _ 28578m 3. -2 e fts - mitt ° be Id froth s de lot line as,a 3o vie, 103 ok\ner are • --- I EXP DATE lotaf_ e_• cir■Ni e_way_ Lot3 5104_ 3 win; c_k_ h as been choonse_cl k 21 ‘441 e_ 0, a Ig' -Cr Lort_I■he.. S -.1-1S T Z1 5 4 47F n 4 2_) TY,i ft\ DRYweLL ft C (o.t STt ogrE AVAILABLE : 1n3 >77-0 ? 541- F i'+' amp! EXPIRES 7/171 93 GRAPHIC SCALE (IN FEET)I 10 20 40 MEAGRE VTR A 109.00' » , LOT 1' 13 , 81.c, S DR1 "6 Eg5Efrele T R IL F , ENT ET Wlt Se ' • SETg 14 70' S wnd 194 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 imomE 10 a fln 5 15 1o1.12 N Sa.° * ' 55" w DDo LOT 1g 40T1+ AVE. CVRS PROPERTY LINE a). 00 ORP IMAGE £A5EI1ENT SEE DttfIL "p" DRIVEWAY SEE DETAIL E.' £ ONALV ____ ________ < 3UILD ING_ SETBACK _____ Y____________ __PISES- 7474 - F D ©W T RA4lSFORhltR DETAIL " E" a-1' To I � GRAPHIC SCALE (IN FEET) 1 " = 20' Fronded 946 J' 2 • Simpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 4DTN AVE, TRAR..,FoRME 2 DETAR `IL C CURCS 2'7o C -> ? C PROPERTY LINE r� s - c� r . S6. OD I 13' DRRINIRC fz SEHS €MthT 5E. DETq IL "F '' ,C f3u1LDING SETBACK i6 s — • fly CO n• � i }` �o S E. S , M 4 �r ! .- 9967 C rstrrR P ONAL JO . ' PIRES 71171 9 3 3 I� _ ,1 8 4 GRAPHIC SCALE (IN FEET) 0 10 20 40 1 "= 20' PANILOME 771 LOT q (� ADD ISO a 15 n o 16 V CM I S F ounded 1946 N tmpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 40TH AVE. 1 1 y 0)26 4 d PROPERTY LINE t 16 a y, To 3 , 85,00' - ' c , ... -...�M TRALISPORMER 13' DUI WgGE EtaSEMEN `EE DETPIL 1 F piz wEwpC 56E DESA1 l�8u� °�,.7 C SU'LD ING sET6RCK � p DETAIL "E" f 2� os ASM /J h 0 Z' 8 _ 85.00' ANAL 1 ?%:PIKES 7-17' 9 3 3 s 8 S g Y GRAPHIC SCALE (IN FEET) 0 10 20 40 __ _. = 20' GMJUODDLOGM E u v h IrA q y BLOCK �p 6 OT Il11 N Fwnhtl 1946 ® impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 __7 .'P • 40 AVENUE r Curb 2TO3� " Property Line 30' 19r�ZTo Transformer See Deta'C __ — 17 NI 0 0 ifi m - 0 M 'F Z SS.o0 l3 Drainage See yr Buldir±s 18 I ) 75.00 Easement DetaJI ° F" Setback. ---,„i -transformer "E 1 bill 40 _ w See De —Dr\ eway See Deta'ls 5 # G __-- _— ___—__ ^ v M I3 March l4 , 1994 SCALE IN FEET 0 W 20 '& o � / AN,. . We • Sk4 ti `Mc i / /K. 1, R 28 S �ONALEN C �`` 1J it thin LOT 18 , BLOCK 3 SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926 -1322 • 1 EXPGATE 70/41 94- MIDI LOME 7TH. ADD. 16 le; IB I4 I J I J • /fl I -.I t'Ylo4 , oil0 rt. /It .0 PI i s 4• � '{ �r 1 , I �, . — �-1�ni r'u_irytivan, am rwvG .... �f � _ 2Y1jiPj il74'�/9�IN.Pkli'a "' .. � " fYar t11 \VP.••t S�u Aaph It Gen t • Pavca..[nt � • • U • t. t C P act ad Pe L Or. .ny e 5n.1s' Top of Sod Ca ant C C rb T C /� A•pb.M Cant f 66,-r . 4 S paK.na Conw +s Standard 6D a (W..Pl. Sing.) . . arc. - to •• •oa..a L, / ncta h tw.ucr. CrtShed Snrt•c,ny ,-rep C a' Compacted Da ( S -D.OT. bpsc 4 d 13 CGMENT CouCRET DRIVEWAY TYPICAL ROADWAY SECTION : NO SCALE. 0 DETAIL. A - 25 Concrete Aproe {K Shpt 1 (win) Icnpth of [orb cW • Down 4rem Gnttar wda Y4'ih p Garb Cn1 N. Y t ..\ 5 man Bruha - PLAN R/y/ [ ;TAIIL� DETAIL Ca TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 1 Id le" CUSb CUT NORMAL SWALE SI PI 1r � /t CUNC RET SWALE BOTTOM GUIµ+ 1/4 .I 1 I SLOPE, MIN. /3:1 SLOPE, IMAM fRO.t Top OF DRIVEWAY TO BOTTOM OF SWALE S [ - Dra.r..ye SwJC B LAILiIciL iyitii, !'Tfl RlilLa.619 Ion /AL: Mt: LL`11):'ALL:/ SIDE VIC'WY tin DETAIL t C TYPICAL DRY WELL LOCAT NO SCALE DETAIL n B DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CUR8 OPEN LOCATIONS DRIVEWAY ( CuI CPCVU< 3 .O' TOP CUR B� TPAUSIYmH TF.:n- 1TaOr. f/ / :11 VARIES I.p. II Cau11•14.LIUC L OktvCb':.Y> Co CuRU Op6NU.a± G' PROFILE DETAICCELECTRICAL TRANSFORMER IN DRAINAGE SWALE T a �^ Elcctr'.ca Conc. C..•• 111Y N. L.:..• - / !' Gcet.; Ire..r } I lr .1e Sine* ( w - .(•n. ra..n.a n.) 1'1 E N' PI- AN • VIII r:• .. I .... Ca... roc nt -• C S_.t. T \--Conc. c..... BAS IN PAVEMENT "2o S" 456 s7014,4-tst PRtJR REG4liV4ED -a6A0 T-b COr .3 O I Xn g R AGE AvAI� ABLE G q C-. s G 0 f'f. , 2412_ FT.2 is 1530 FT. 29D 1 fT, k Z I" ' 0 1D1. 6.4 121 FTl FT.' 3 "ft f T.- 55 {14 re (295(199 F17")= (64)(1.90 FTC): 0 f lo T. 3 57 fT3 126 it 12 IN./ BLOC.(-- 3 LOT 19 ROVE© M1WtLOtelE STN ADDIT SN p \ZSOo b R A I N A G E C AL. U L AT I t N S SP01 �JE COUP�TY ENG. f 4 /91- REYISED DRtvewAY WIDTH VoR LOT 18 t BLOCK 3 BY r �• O PERMIT REQUIRED! NOTIFY THE PERMIT ENGINEER 6843 ft.'' 2.86 FT 3 NoTti ; The driveway Vi Lot 18 Block 3 vv111 be Yk fvow, side_ line_ os'cd 30 wide versus or des13v, W'a*' o 16'• STORAGE REQUIRED 1� 4 2...og 4 STogAGE z D -t 101 t 64 t \21 z. 286 FT. 2-) 1— TYPE "A DRYWELL t 2$0 FT. STORAGE C0-3 cFs ouT) STQRA6 . AWOL -ABLS 2-91 f-3 > 2_86 2_`11 f1 > 2$D 3 ,3t9 f Z9I EXP DATE 10/4/ 94. 40TH p.vENUE cD 6 .r- c L1 1z T3 2 T 3' '� "• Jr PRDPtiR'rY LINE - G' a ' ' 19' "' z'To 3' TRA4ISFORMEfL D6TAI L ° — _-- __ - fn - - 0 0 tn M _ A M - -� 95.00 13' DRAINAGE EASEMENT SEE D'f AIL ' DRwEN SEE DET AIL. "g K'G^�_-+ 1 ,. - "$U1LD ING SETBACK 1 S - 75.•. • - A , . - • e ------ .` , ' ti- m i:' 7gANS DE- - - -- _— r, 11 .1 FORMER rAIL'E` -- iti>s"J S to 3( 9 .11 : . , roNAL EXPIRES 7117193 19 G�ODOdOG�C� ADD. LOT 5� q /�ryJ W U �p 77 n QJD0 Block GRAPHIC SCALE (IN FEET) 0 10 20 40 1" = 20' rounded 1948 ® impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS ROAD S POKA E, WA 99212 NE PH 926 -1322 ra,nee impson E NGINEERS & N.909 ARGO ANE WA 9921 ' er re 41/ o;p1 I �o ,Lt' EL . ZDID V / SEE DETAIL ° C" ' Pr/t*// \ DF SW L. ' 4 , StP.k3*D Fl is ' eers, In t. D SURVEYORS ROAD PH 926 -1322 TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE `To? of earth berm ( 3" wide covered with grass sod 40 Ave. L +. 4&L Ave., Lt 4oTN 40 Ave. ,'Lt. 40TH Ave., Lt. 5 4 TH C.+. Li-. 40TH C.t .,. t_t. 4o-,t C +. R.t. 40.TH ;Ct: R.*. 4oT" Ave. L-t-. 5ta. 4 " Ave., ,g-t. Sta. UY[iovt Gt• , ; k .t• St 4o Ave..,` 40TH Av Rt. 4o-r" Ave., Rt. 40TH -Ave. , Rf. 40Th Ave., R-t-. 40 V 4 Ave. Rt. ,,. +63 to.. 5+31 4 +55 Sta. 3+8 Sta. S 8 � *00 . to ta. a< 8 +rob4 . Sta. 8 +84 t X 43 Sfio,. 9 + Sta.. 8+07 Sta. 3 +81 Stagy. 5+5A- Sta. 1- +T1 Sta. 3+98 ( 16' DRIVEWAY ) to Sta. 3 +28 Sta. `3 '5 Sta.. 4 +13 Sta. "it 18 Sta. 8+91 Sta. 1i - Z5 +26 Curb " Sta. 2+08 Sta. 2 + 03 Curb -5 2.+21 Sta. 15 Sta. 1+33 Sta. 12-41 +nn Was' s ‘outkae4 -s Sovvve. tv\ I acov\\ r i \t e,,, cv3 .$ � v�� 1/1 AJ e Ali ntActk~.+ \e1r 5- QTAC pk a Developer Date t1 Stope,vnivt./ 3:1 Slope. wto•x- Frovn - top of berw+ +o bottom of swate. Lot 3, Block 1 Lot 4, Block 1 Lot 9, Btoc -k 2 Lo 8 Stock 2. Lot 7 , Bloc1< 2 Lo 6 , Block 2. Lo 5 , Block Z Lot 3, S1ock2. Lot 2 , Block 2 Lo 1 B\ock Lot t3, B1oc.k 3 Lo 12 51oc.1( 3 Lot G , $lock 3 Lot 5 , Block 3 Lot + ) 6 1 O 3 Lo* 3 ,$lock 3 Lot l4 Block 3 Lot (5, to 3 Grate, ble- arr r 2 -p0u et )3 D yw e. Metal Frame T Gra +e', Spo1<.arte C.ouvr S't S-to.. G-t-4o, 25` Right; 40 S +45, 25'`Le.f-t UVio 'Top of Grate.; Elev. & -- 12 T 3 Sto.ndar Z5' Right; 40 Ave. t% to6— s Type B pe ard. q8 Ave Ct �p deep //6 59. \O 2 Doubte Me Spokane G-r Sta.. G } Top of 12 5 Cur • Openi id ng d e ee P-t. , 5 t 6w. Barret Dr A Frame T Gro.-te ,"Type 3 e,Coun+y Skartdard 5, Z5 Right, Ov iovl ate , orrel irywells,Tpe 8 vne_ T C 3 ovorct Stoandar.d 35, 25'1 -e 40TH Et ev • .e; G5 , 5 ' Le ft, 4 Ave: Grote t h a rel Dr 9 yweil,? -y Pe ` Metai Fra meT Grote " -� �. ",� •'e� > b e 3 S po k vte Cour*g Stavid •. rd >' S? 0 so -t 5 4 0, 25 Le 40 Cou ill ' 3 3 To of Gr Etev. Do bi Ba Dry we lt, -ty e B ',,� S St . S-too 25' Left, 40TH ft ve.. 1 'to- of C�rae Etev. _ IDS - \'c .Single Barrel Orywe.t1 Metal game. T Gro*- , Spokane CotAyx 5 +25 - St o.. ® ® ® 50 0• 50 100 5 ivigl Me.tat F Spokes Sta. 6+ Top ofG Concr e Apron -For 1eng* \ cv.rb cut 12' wide x 4' +hick ,. Stope 12 "t ("-- : : T T ° :: t u � I Curb Cu*a\ / Varies / Asptho.tt Z_,,, N \I b, j5lope Breaks-' � � \ cr Double Barrel Dr w ) TSpe 8 t Metal Frame # Gros-1 )T 3 4 Spokane;`Couni y St. ndard <;',2 Sta. 3 +55, 25; 4•IH Ave. - / 'Top of Grate. - it tt) S - o... ' Left, 40 H AYe�t Sta.. O- t50, Z5 Left, Uh10 i St 1' Top o-f Grate, E.tev. 14—® ,ks Top Cr' DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE 2.0' v. 'Transit i on TYPICAL DRYWELL LOCATION NO SCALE Varies (,- Dicywell Curb ope.rti 3` w ide, a''dee e Mid point Doubte Bael t till LT: pe 8 Metal F k rate, SpoKo.vt ta. 12-t2o,251 Left; Stan4Ad v,/ �Top6r TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 5wale Bottom It Slope,m■n./ 3 Siope,;vnax. frovn top of 'driveway to bottom of swata TYPICAL SECTION: DRAINAGE SWALE , 4' WIDE STA. .1 I +37 =4 -STA 5 +60 6, „.4STA. 4 +18 , ,L,STA. 1 +25 , u�ct. 18` tde Swale / r -; m SYa• t4+t .$ to 141-138.'31 to Barret %D cywl; 1y pe "A' nl "FravneyC -�Ya +e ,1 pe. 3 01<.o v e .C:ouin`ty: S an 0. t4 + 8o, ,t5`Righ +,40T "Avt / . P Czro:te. y " Eiev. oo7 ss TO STA.I2 +32, TO STA. 6+50, 40TH AVE. TO UNION ST. t0 R /vt. 40TH AVE. , Left L t}T I , °C BLOCK 2 40T STA. H AVEI +25 . ,. UN R ION ST. LOT 6 BLOCK , : LOT 9 STA. 7+?08,. 40 TH AVE... LOT 4, , BLOCK `1 E.Y..isting Cur-1r CVt 5' wide., Soy'�eep s +a. o to l t 25 / Existing Double. $arre.1 Dr t it ® t ar f r o w n�a t�df r,\ t r:sv 1 ------- 4z 1 ()‘A r v,g ' 1 . _ E�cistivt Curb Cu.�t O'�a a 1' 5 o C t 5 wde G dee o + 1 5 t a I 5 / / Curb O. / — — 14 \8 \ \\ OPEN "SPAc Gras r... oto ovl future MIdi�Q D: \ r ®A loo-vtowt Of V4 b Utt i) vv'1 t S t *tA61to 'ns 1 0 -3 cakes... tmpsort L' ingtneers, Inc. CIVIL ENGINEERS & LAND SURVEYOR N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 92 .1322 DRAWING NO. 3 OF3 25,0 52 .49 e Sorrel Drywelts, t Frame rate , o.vre 'Couv%-ty 5-tov, C - 25' test) 40 G -t(o5, z5 left, 4 F of Co.ro. ) Slev. Cv,'rb Opev\i�ng Ca vv;de, Ca deep Low F Std. Gk5 2010 3- Dou;bte 8oxrel Dr9wells,Type B Me \Frame ? Grate, S poK;ana County Standard Sta.. 3+ t eft, 40 Ave. Top o-� Grot Ftev.ti= '_- QI� Sta. 5! 5, 25` le 5 0-i-5o 25` Ie-?t, Un i Top 3 .s • _ . 142.08' 74.2x' Drainage 88.00 Drainage:'. N 44- °2807 "E 238.52 Curve D Z4 R:: 598-80 T= t32.z7 L- _260.35 1(0.38 91.45 55.(2 51.13 2 Double M eta! SpoKa St a. G A7 S q- To P o'4 N ' el UrcjweU, T S e :r Grate - r e 3 1 unty S t d 25' r bZV t , 4OTK Ave 25' left Uv>iov� Et ev. s 12 Single Barrel Drywell M e. - to al Fr k G S oko 1e County Sta.4* 55, Top o1 Era-te Scale in Feet Singte Barret Drywett,T Me.to.t Frame # Grote , 7_gpe- 3 S?oKoe Count.J. Sto v -,dard Sta. 5k 25 25' rt9ht, 40TH 'Top of Cerro e , F1ev. T33H2 OIA JAS13O39 YAWHIH 3wIJ Juu•3JF OFl9 GV1A VIAJ9 3 I »1t2 P 3TAJ9. 3W 3JBTW .A.2.0 NI O3TN199 1� op 0 G 0 0 0 �, Lfl d vy ui (.6 ( _ Double Borre Metal Frame SPoKo.ne Cou Sta." t 2-t ZO, - fop of U rate NAZ 1 3` SZ " E(R) 130.00 90 ;00' 8&71 l00 i0 33Z.8l 5 Sivtgle 5 Metal F 5 FoKo.vv , Sto,. 0-f 50 1e-F-t,4o•rh Co Top of Grate, Stev. 6 � 2o C+4 — h . • '& 0 ?,, Or!3watl 1T� 9 e ate, -�, 3 my - - tandard 25' to 40TH Ave. Etev. t.`3? O °X0'-00" eoi■ ®® ®-tee ® ® ® ® ® ® ®■� ®���® ■�s`il-�■�r►ar� el ® ® ®� ■r - I :1 _fi n---- —r31 -- _ _ 0 ®_ ®L3�: 1 . ,Iipll ® —� ■�■�—�■® ______-4 i_ i: �i R1 —■ , Ei- r- _if iIr �� ® ®_■■_ f -��— N 0 N - -s iii —s ® ©■ -- _® ®off ®__ ®_— _ r1E _____EE -4' - :-•=i.------__ _I:&! .. Cft•__C��i"i17 ■ura � ' ' ! - N ��— I- _ te �■ _ — R7•�-[� I_ -..- ___ . _ ,JJ 4ilflfl _ _ J________ ice■ _ _._..: �� ® —� ®��� ■I ■1111■ 111 ■�� ��■ ® ® ®�— �S�— -- _- —�G��ii�'�11���� — ®�S® �. fdNl /Lii1Vlir/ / ®iJ6/!I/NilllflyL�� a ivav . vv• � lt ` ___ .Ai391 ®�� �1�U�<OIJ� IITrr 1V11IM1;Q LeiIV1RAK1 W- '4MKA.lMti�7*Is��/ ��ria�anf:>tu�s����� ® ®���� ��� ■���� ®® ■■� ®�■■� srtN�.�ceisl ©l��1_�i ��/3iV,1 /��li1i■_ __% — ® —��— 71iI`s�GP1tr� ■'1' /:�.'t:PMVA 'edo■"]I�,d +1�. _�tC:7��� /������ ® ® ®�� �� ����® /e1:7■:b.o ®_ 1re7j:i IT : �(► ► • TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 0.01 0 r DETAIL : ELECTRICAL TRANSFORMER IN DRAINAGE . SWALE R/w Eke. ctricat Power Transformer t Conc. Curb 5 ( Asphalt Pavement) 0 Ave., L+. 4o Ave., Lt 40TH Ave., Lt. 4o It Ave., L 4o Ave. Lk. 40TH Ct. , L+. 40TH Ct. , L-t. 4o 40TH C , Rt. 4oTH Ave. , 1.._ -t. 40-"" Ave. , Rt. Union Ct. F.t 40-TH Ave., Rt. 4oT" Ave., .t. 40' Ave., Rt. 4o Ave., R-t. 40TH Ave., Rt. 4oTH Ave. 40" Ave. , Rt. 4o Ave., Rt. 4o Ave., Rt. Union Ct., Rt. PLAN VIEW I 1 1: I N 1 — �Exis +ing lfc Existing Drywe.tt '1 L 30' Sanikar Ingress/ Egress -7' Excavate opening under •cence, 13' wide Construct Curb Opening in existing curb — 13' wide, G" deep ; sta. t +1s -to 1 +28, 4o Ave. LOCATION OF DRIVEWAYS 0 tl 0 J (Q. 0 J 1 1 0 Asphalt Concrete Pavement Class "B", 2" Compacted Deptk Asphalt Contank 53 to Gi (W.S.o.o.T. spec.) Crushed Surfacing ,Top Course 4" Compacted Depth (w.S.D.o.T. Spec.) 7' 7 DETAIL: CURB OPENING STA. 1 +15 TO 1 +28, 40TH AVE. Existin Wood Fence 1 O' Ground 16' DRIVEWAY) Sta.. 3 k 28 Sta.. 4+ 13 5ta. - 1 +18 Sta. 7-172 Sta. 8+91 Sta. 1 +2S Curb Sta. 2 +o8 Curb Sta. Sta. 1+3 Sta. 12+4\ Sta.. 5-1.07 S ta.. 3 +SI S ta.5 +54 Sta. 4 +77 Sta. 3498 Sta. 31 Sta. S + 84 Sta. 9 +G1 `e ta. 11 + 8G Sta. t2+G2 Sta. 13 +08 Sta. 3+01 15' Lot 3, Block l Lot 4,6106( I Lot 9 Biock 2 Lot B, Stock 2 Lot 7 , Bloc.k Z Lot G , Block 2. Lot 5 , Stock Z Lot 3, B \ock.2 Lot 2, Block 2 Lot \ , S \oc.k 2 Lot 13, Block 3 Lo iZ, Block 3 Lo G, Block 3 Lot 5 , Block 3 Lot 4 , Biock 3 Lot 3 ,Block 3 Lot 19-, Block 3 Lot t5, Block 3 Lot 17, Block 3 Lot 18, Stock 3 Lot 19, Stock 3 Lot 11, Block 3 TYPICAL SECTION: ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 Sewer Easement Y Date Swale SIDE VIEW 1 1 1 t 5- ® \ / Z Barrel Drywel Metal Frame Y Gra+e Spokane County Stan sta. G+ 25, 25' Righ-t 4oT Sta.. 4 +45, 25' Left, UYtio Top, of Grate, Elev. 2009 Cur b 7 S` wide, ei / - 12- • • 4 Double Barret Dr Meta\ Frame T Grate Spokane County St S t a.. 4+ 0 0, 25' 1 e.-t , 4 Top of Grate - ete.v. Zo Sta.. 5 +t5, ZS' Left, 40 Sta. O-t5o, 25' Left, Unio Top of Grate, Elev. 2.04' 5 146 ASIN 11 1 11 2. Double Meta\ f 5Pokane , S-t G+3B, • Sta. G +GS, 9 ToP of Grat / 12 ' 5 ®/ Curb Opening c.' vstke ,G "dee @ L ?-t. , 5 Drywells,Tgpe B me_ Grate ,Type 3 ouv,ty S`t'andard 25' Left, 40TH 2.5' L eft, 4• E► ev. 2 Single Barrel Drywetl,T Me 'Frame. 4 Gra + Spokane. Cozen - Stagy Sta. 5 +4o 25' Righ Top o Gra +e, Elev. Curb Opening 5'wide., G" deep 'e E.R. 4 + GG.45 5 ivlgl� Sarre) Dr , A Me -'tat Frame K Grate. ,Type 3 Spoko. e. County S tandard Sta. 4+ • 5, 25' Right, Union Top of Ga at , Elev. 2009 Single Barret Dryw )-1-g pe A Metal Frame ) 4-Grate T , e 3 Spo1c. ne County Stand ,. rd Sta. 0 +50, 25' Left,4O'H Court Top o Gra-te. , E lev. Za 12 33 Do.bte Sorrel Drywell e_ St ` I +85, Z5' Left )40TH p%ve. T of Crate , E-t -v_ 1 /Curb openin 3'w \de, G"dee� '..:• @ E.R. 0+38i40" Court vne i Existing Barrel 2.60.44- Double. Drywell 22244 -- O l3 P.C. 13 +59.83 -�— P09.39 Double Ba ywell ,Type B ' Me F rrel T D G ate T 3 SpoKane Count Standard Sta 12-12825' eft�4b ?� Ave. l l ( 1 • ; :� 1 - Top Grate,Ete \\ \ , \\\ \ % \\ \ \ \\ \\'' \\ \ \\ 50 \ \ % / i / j i — i . -" \ // / \\ ' \\ / \\ Scale in Feet 0 Electrical Power Transformer Conc. Curb i_-Po evnent Constr 13' 50 100 \ \, 6 1 +28 7 / 2 UNPLATTED Covlcrete Apron For lev■9 of curb c 3' wide x 4 " Curb --e Curb Cu.* \ / \ /¢ Varies Asphatt 5\ope Breaks-J PLAN 3 Slope_ l2: t ((Ain.) Down - from Gutter 3 • 2 -- MIDILOME 7TH \9j EXisting Curb Cut 5' wide, 8" deep E.R. 5 +30.13 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE • s° DRAINAGE MAP III Sod. Driveway T Curb Opening TYPICAL DRYWELL LOCATION NO SCALE Varies 7 L to.o ( 1 I,- Dr.ywett 3' - Fra'nsi - t• -ioyl Drivewas, c," — Curb Openings, G° AVENUE Gement G b 1 Drain ( 1 Easement Cons 2Jr . Curb Cut 4` wid "e, 6" dee 13+ 59 ) r ig h� and l ef+ •, X 19 _ Si 9 le Barret Dr y Fe A M = a Frame 3 S • o Kane County Standard 5 a . +- , ' h TH P'; v, T .. p G ra- 1 3 te.� , E.tev. ZSRi 2 o1034 4o / � / -- . / j --- i TYPICAL SECTION: DRAINAGE SWALE , 4' WIDE STA. 11 +37 STA. 5 +62 STA. 4 +21 STA. 1 +25 , STA. 12+49 10 - Top olc Drivev■oy ".Q• 01G 7 F•f. /FT• (min.) OD co o 1333 FT. /FT O 4 13 TO STA. 12 +32, 40TH AVE , Left TO STA. 6+52 , 40TH AVE., Right 40TH AVE. TO STA. 1 +25 , UNION ST. UNION ST. TO STA. 7 +08, 40TH AVE. TO STA. 13 +60, 40TH AVE., Left 7 1 3 5 • Slope,Yhirt./ 3 Slope, max. -from -top of driveway to bottorn swate. 5 DRAWN BY CHECKED BY • DATE DATE LOT ',BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 .LOT 8, BLOCK 3 MIDILOME 6TH ADD. 1 I - < -1- \ \ \ I 1 1 61 1 1 I I I ---1 / k\ \\ \ ______:: -----' i \\ \ \ \ \ 1 ---- 1 -1.6c c ° 77;: sw i t.tr i ae. 1. ,____ c; -ti k\ .5 -- cti . - f - 6.1 u. - t r.1 1), ? s r s e --r9e. -- --1: End of Swat), Sta. t3+E.3 6 . Founded 1946 SPOKANE, WA 99212 PH 926-1322 II/Vs on Enffilifeers, ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD DRAWING NO_ PROJECT Na 2.500 1 , Single 5o.rrel Drywell A. , Metal Frame 4-- Grote. ) - Type 3 S?ol.(ane. County Standard 3- Double. 'Barrel Drywells,Types ' > \ / Sta. 5+40 25' right 4o Ave. / 7 , , Nleto.I frame 4,-- Grote , Type 3 . - col: , oi Gro *.lev. Zool Spokane Cont Standard sta. 4 i• oo ) Z5' le:ft, •=1-0 Ave. Top 0-V Grate, '.kev. 2o11 Sta. 5-L 25' le existin9 Curb Cut 5c .° 9 ' 1 '51"vi 249 / St. 0150,25 l a / , a--‘ e.. St. 5' ide., 8 dee? 51.13 - Vop oi Grate, E-tev. ZoioL. w“ , Aic •,:, e. .1:z... s*30, 90.00 - S /& .7 3 " c '5 ' 23 - 1 4s 14-2.0e.: 1\14.761-7'"E , ,, ___ - - - - 1 1 , 1,13(3 4 - - ■.)).. \.•:.". . c) 7428' 3 2- Dsoi:lo.le4134ars))elzz1:57r1we_1(3eitelllit,8):.u4:110-7?...rieRoBi 1 1 1 0 7 . G.7. 80 %.9 / , 4 4 / / . id • 4 :4 ..._. // / fri - : 9 so `1. ni /' • v-,Cg(% os , ”7.` - - c., • 0 4 \ . , S 00 rr7 5 ,\I - 6 ) 6 n \ s„ .......__ , ,... 61 a wida,6"cleeF r n ,.. 8. ,---.. .....Ptoo u3,-......___ til l) r a i n as e C08.11 1 1 1 I . Ex.is sinBle_ 1 , Barrel Dr Nisiell 1\ "'-' (5` I \ IA kr\ \ . i .. '•; -20 -7 \ . c - N 1 .1 0 - _ - - 9 \ I \ ,' . 7 s' w , 4 _ 7 5 s N i to p e p i t l<7 0: a k t 'O - 0 -1 \ P? ce:i. 9, 9 1 - 1- 5 \ 6 `-') .-u-1 Jo. 0 rki ' 0 4.' (r° \ ' o \ -A 0 ..x. o R, -so. 8 7 - . &a a o 4 o . l '• >a.....,'s ' • - / 0 0 4 d'' Al 00 S 0 . S 1 ; 5) i 7 \?, Li ■9 (/) 1 s. NI 02.'13 52."E(R.) e_yVt ------- \,, .: 1 ' 4 , 0 \ s e.. _-- z.____ ..?. -.1 '0 .-- •1 () ° 04 ' 0 s. /08 ei \ / -- 15 • S <I , c 14 h 6 7 , 4 / 42 s: 0 1 ca,3‘ , \>> 3 ■ 41C /\---- 96 / %. ,t,' „ I 0 G s hi / 7 1 • I' , .e_ / -.., 1 6 ' 1 .. 8 .■• ' ' \ 1 1 2 , W &•• 01 ' 14/CR 1111 C. ' () C. '' Z " > Q 0 0 0 .9 4> \ 1 . 30.00 s Single. 5 r rel Dr ‘,,letL ) "T ,-.. 0 S ?oK.Doil Cotmert• Stoonclard 1 L(1 9 0 0 0 0 S*0. • 0 * 50 le 46TH Court, s ,o. o. o 1, 0 \ 1 1 t> -- - --- 4; N. .. '' s .S• Ci„ i < \ „? x. k, ..„..., ` / 0 f • 6 E31.4-0 ,c--' 4 1/ / 0 > ---- ,--------- (0 . ) i ) ,.,.■ ■ 1 s'. a - - Curb OpeninB 18 e E.R. 4+59.8G a •0,9 00 U) 7 3 , I A- -- Iffi_ r_l• . • a /0 , 3 ■---- ' V ---... _____ -0 ■F--..........._ 2.60.35 7 ., ‘ --- 4S . 0 0 \0 ..,...---- ----- ---'-'- ..-:---- ---■ L. 7 I)? . ■ I 13 ---- . r- 4 --___. ...••••"' ..-- , r . r 34 . A . 3: _s± III --- . ' '1,(9 \974 d \: I. 1 o \ UNION 0 ,9 1 9 A < 6 e . . E . f? . . 0-t- 38, 4o Court ...., a:, " u1 \ o+oo N____ 40 TH " CT. k I i R • 4 ■;) , I \04-• u) M lfi . i- <- . ____ 1(0.38 Cj) 2 Dou.b e Barrel Drg■Trialls, ype 5 I 1).-1- \.° Me' I Fram e. - ' - -r Grate , gFe 3 ---- - - Spo lane. Cou,w Stan arcl "---13' 1(0.38 - --- Drairase. g./ W in -.- 0 In 4 tn < 1-- . . C. .- 85.00 1o' \ 6 -574.../ \ \ - la 0.r-1 xo. ) e-x■C c, \c1.1_ \ \ Cur b Open A t\ o / - -T -....._ -.5.°3 _ e.o.Se. (51 • 4 , 4.2 .-_. Ci.,:.rb OFev•iins i l'IS T \ cp z0 39 •S',, ce„ 3 wide.,6“dee? . o- a E.F.. 4-t 7 •oo \ ,•\ \'', 1..., 2 8 • 7 - o i \ oo . i.)., \ \\ I r•) T IN.1 V3 0 oc, 17 CP __-.- \ \\ 4 -C:) .... . Ul ;;-., \ „o ., o 13 vl --- 11 6'_ ‘-i' Single Barrel liprBwell .1''e A 12 ril -P -- -- o 0 *-4 c lArVe. O'N M SFoeta.I Frame - 1 ..i - • G rot ) 3 -- -- - C lcane. County Standard Ob. 11111-1 S 00 4 0 Nt II ,. 0 , 1.1 .1, 41 I a °7 " / a 0 . -. ) • c■I b4 4. • •,. .......1 .}•> ‘o 0 -; .c.. c , c - ,, v 5 . , 2_5 s-t. . akas, 2.5' le-Ft, 4 " i ., cn:ril ' < - 10.00 0 A 9 • 0 4, .1 • v 0 . pv, 18. 4...., R 18 ../ ,.. 12 1 0 oi 0 10 0 16 in N -- . 1 0 z li z a. : 9.5, 11 13 `::: -- • 3 __I O _A oc o Or Tmett ,Thpe. 5 a Grote_, 3 o 2.s' le , 46 Ave. :. n* Si , -E.( ev . zo t t 17_ loo.00 42.8 W ti) co ir in r - 00 Z.B 25 ry Curb Opeiniy‘s 1 6 7 '' 1 ' 1)2. 00 ' . a vq■cle, 6"d.ee? e Low ?-t. Sta. 6J r 5 • ?_ LI., I N \ 5 l't1P- \ (P-1* \O "50 kl 4 3 \°0 4-' G „ 91.45 \ --- Pi st 0 * .. 4 SS, 2_5' r ..-- / -- A = 31 31 IS" 6 U\ i . B , Irtiori ...... ri Top Grate ....-...- • 0 ■i • 0 4 A * „ . 1 - 6 ../ 0 oi Ete.v. 2.009/8 , ...- R = 1-lo.00 • )0 ss<-1 , La T = 115.12 1- = 225.56 ":1 -J 91.4.5 5S.(02 '5 • oO-° \ .,..1 cb • tf) - 1 - 1 • -Pc, 1 RI L. D Double Barrel Metal F range. - SFoKane Cu Sta. 12 ZS, 1■14-4- , _ 1111 1 Cv,rve A = ° : 41" /11117 z4 54 R = 5 9 8. 80 T = l 32- 27 1- = 260. 35 A10 17 0 \ 2.38.52_ 18 ,, / s'/ /4, = No miummim . 1. Scale in Feet ia4 Iml ow smi ' .k.. , • • • ° . *I - To? o 6 r ate . t, • 90.00 --____..... 2_ 3337 S o a° a oo co' 91,...t2.1 N tf2° l32.2.1 50 0 50 100 i • co 0 . 41 P ,c1/0 _ oul.„5064: oil Cur b Stationing w - t3 3- EWEN 11111/411E111111111111111111 MINN ININNINII 1111111111=101111•111111111111111111111111111111111111 I 11111== 111111111111111111111111111111111 MN= INIIMINII MN= =MI= 1111111111W1--isara ' 11111111111111INININ P =111111111 112111111111 1111111111111 ININIL21 MIMI EN= ; - : : . - : =111111=1111111111110=1=11111111111 111111ENNININIEIIII•'=iiilliall1111111111111111111111111 NM - 11111111WEIII=Iiiiiili ..... NNNNNNNNNNNN =111101111 MIN= MN= MIN= =11111111 =I= =KM NIIIIIIIINNINNIN 11111111111111 IIIMMMN MIMMMIIIIIIPgtlllPIRIIIIIIIIIMIT5VZZCaf'.TMIMMMI =NMI NNE= 11111===111111111111 =MN 111111111111.111111111111111111111•11111111111111111111111 IP. I INN EMI= MEN111111 NINININININ NNNNN MIIIIIMm ININNIN =NNW 1111111•11111111111111111111111=11 EINE1111111111111111111101111111==111111 111111111111111 MEIN MI= =MIN =NMI mom mi... ..... ri MINN =I NI NEMO =MEI EININEEINE111 11111111111141111111111MIENININ NEM MEE NM= •11111111111111111111•1111111111111111 MN= EMEMNIIIIIIIIM =NM EMI= 111d=11 1111M21103.11=11INCIMIIIMII=11 11111111111111 NM= MN= N111111=11111111111111111111111=1111r2 rim= NININNININNINNININNININ =MIN . INININNINININIM NININNIN W IM MINN N1111111111111 N11111=1•11111111111111 mow NINNE mow =NM NM= INN= 111111101P- INNININININ= 111111111111111111-10Thr.1 11121•1111111111111111111 MN= Ille zas. r4 4 4.3 • • =111=1 1•1111=1 =111111111=111111111 =NM NIIIII=.11, IMMO 111111111M1 INNNNI MEM MI= 111111=111111111= MINN 11111111111111 NMI= NNE= 1111111111111NINIGNINNINNINKII NININIMINININININININIMININI1111111111111111111111 0 r . MI 11111111111=11 1 NNNNNN Inn MI 4.-- 11111 In . . - MN= =MIN MINIM 11111111111111 11111111.1111 MN= 111111111111111111111111C 11111111111111 1111111111111111111=1111111MAINWAN MENU N I.212111111W5r11111111111111 mos 11/11/12ialiALINI Ed M ili■IMIIIIINININIIIII- - 11WL= __ _ 111111111111 11111 1111MR 1111=111111111 1=111111111111111111111111 NINININI =IN= MINN 1111111111111111111111111111=111111111 =INN =NMI 1=111111111111 =1111= N11111111111111==11111 =NNE MIMI 11111111INN 1111111= :1 •111111111=1111111110 =1111=1 11111.1111111111 NNW NM= =MN =I= NIIIIIIIIN=11111111111111111111N 11111111111=1111110 INNIIIIIINININN NNE= NINNEN 1111111111=11=111111111 =11111111 =INN 1 - - - =1111111111 111111111111111111111=11111 1111111111151 SWAM arr.mirgrommr.im= 1111 1111111111111=111111111111111111111111=11111•1 11111•1111111111111111111111111=111111111111•111111=1111111111 NINININNI• aimmummommmi MINN =II= mum N11111111111111111111111 =NE MIMI MINN MI= MINN =MN 1-) '` pm am 1 • ' 1111111111111111N1 111111111111111i =111=11 11111111111111111 milmona Ismoma NIIIINIII.L11 I ..111111M11111111111111•111 • 41 `' mi a emilimmommom mom NI MIN 4111111= AI .1 P I I I I I I mom 117111= 11111111111111111111E1I NI 111111111110.1 MIIIIIIIIIIIIIIIIIIIIIIIII 11111=1111 mum =INN pzion .. _ mom =11111111 mos - 'gratel NNE= =MI Wm.. 111111=111= MN= mom =NNE _ 1111111111111 - --- =IN= =ME ME= 1111=11111111111111111111111111111111M.11(0 ...■ NEM 10111111211 =NO 1=11111111 1111111111111111111111111111 ma 11•111 1111111111111 M. Miltia r NNINIIIIINIIINNIIIIIINNNINNNINIIINIINI NININININI■NINININIVI■11111 ...-4..., 1.11111.11.1011.1.1111111.1110111 1111111111111111111111111111111111111111=1111121111111111•11111111111111111111111111111111=111111111 miewm• mom •1111=21 _ 1111111•11111111111=1111 • 11111=11111=== ..---11111111111.111111111111111111111111111111 Ill FAIIIMIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111•111111111111 moms - __ 111111=11 an MD =111 4- • _ ar La" 11111111111111111EMECEIMEINI =NEE 11=116/311111111111111 EN= • w NIIPIIE1 IWAIIIMPKVINNVdllb.IIIIuw/IIIININNIIININNNI MIIIMMIIIIIIIINNINI 11111111=MMIN EIMINININI - =1 mei Efai mom 0 .. 4 MEM miorioeni NIIIIIIN:ww - MisINNIININININNINI 111111=1111111111111===1111111111 upwas INN= ININNIN NIN=111 =MI =MI MN= ENNI=1 El 21 -- M1111111111111=111111 =111111111 MIME 111111111111•111111111.11111111 MN= + - py 1=1111111=111101111=11110111L=ININI= _ alrailDr=:■_ _ NINININININININ .-....,,-„,■...m ni11111111N111111111111 _ 1=111111111111=111111111111111111 • =MI =WO MINN 0 -- - II_ me =INN • M MINIM E mu= = INNINNINFINPIPMINN=111111111111111 NM= ---- NN= NIIIIIIII MN= NNE= A) 1111111111111111111111111111=1111111111111111111•1111111111111111111- 11111111111=11111■1111111111111111111111111111LLIZIN■1 1111111111111111111== 1 1111111111111•1111111111111111 NINNININININNII • NINNINI NM= 1111111111111 1111,11111111 111111111111111111111111111 INNEN ININE1 IIMIIIN .11111111111111 MEM EN= EN 110111111111 MN= mom 111111DAV -7, r-- Nommi■a■mrscstmatirmlIECT7LMN 111111111111111=111111 NNNNNINNNNNAINNNII =NE MEIN =NMI •11111== NAM= INNIIIIIIIIMINNIMINNI =1111111111 111111111111111111111111111111E2 _ =MIN =NM 11111111111111 =MI INI=111 MI - I- _ - in 0 2010 =11111111 =111111111 11111111=111111111111= MN= 11111111=1111111111111=11111111111 EINNINI MIMS MINN MINN =11111111 EINEM INNN= =NM E11111111=1111111111111 NNNNINININNN 111=11111111 EMICES =WM - - MIN= AWL- INNINsimo , 201 6 1111=11110 MI= 11111=111111 =NNE 111111111111=11111•1 1111=1111111 a 11111=111 INIII • oi NI 111. 1111111=1111=111111N MINE IIIIMINENINIM111111111110 4 NE= MN = 11111•1111=1111111 1111111111111 INNININININININ Ell1=11111111111111111=E111111111111111=1111111111111WEIN Mil= =NE MIME rzo II= 011111111C7. 1111111111NAMENS' 11111111111111/74TE7=11MEWITZNINI 1111111111111.11111111=1-111=1111111 -TIMM MI= WITT. . 1 IIILLILIIIZIAIL 1111=1111111111111111NM 11=11111111111=11111111 r 4 MALIINNMIINNEN 111== r.i.i ma Ellr111111111111= 1111111111111■. = N NM= 111111LerlINI111111 • • IEN11111111=11111111 NINEEM111111=11EINIEN E1111111111=111111•1 N111111111111111111 Nimmumammimmammallm=ammei N111111111111=1111111 111111111111 UM= 1111=1 Elm= smmmmr.mmar:ms.-s rimmomm YE= 1. 1111N1111 IINEEMEIENNII MEI= =I= IIIIIILINEIMI. 11111111111 MIMI Imim 1. NINI AT. airmasei MI= INN= NON= - =INNNNIIIIrfll aim INN= =EVE -- _ MINN MINN ---- __. 111111111Et111=11111111111111=1 =ME= : iiiiii iimmi ___ 11•11111111=111111111 •1111111111 =ME --__to - - _........a.........m. =III ■11.4 IN 1111111111111 mom miiiimmomm 111111111111111111111111 NWAIMMES11114221=21WINE11111111111E1■11111 NEM 111111=1 Ems MN= 1=1111111==111111111Nw' INIMEN 1111111111111=INM _ m a aE _ __. 1 =1=1121 - wirmaimv MI MIR MA am Mid Mid ECM 11111n1 Mi ___ - - NIIIPMVININIIM 111•11111111111=111111111111 1111111111=111111=11 11111111111=111111111111 IMININII MINE 4 0 1 0 moulmommi■limo 1111111111111111111111111011111111111=111111111111111111■1 NM NNNINNNININNIIIIII MN IIIIMMIENNE11111111•1111111111111111111E1=11111111111111•11 NIIMINNEMENININIMINIIIMMEMININ NENNI MEE 11111111111111 ME= IEIININI MIME MINNIE 20 • o _ IIIMIE ME= 1111111111110 - -- -- __ - - __ -- NM= 11111111111111 Niumemm 11111=111111111111•1111 NNNNNNNINNNI - ___ - MIEN 111=1111111 ENINEIEENNININENNIIIIIIIIIII NIMNENINN=IEINIEINENMNM ____ ELLINEENIENIIIIIE=111111111=11= Nmiummmmwmnmsmrmmsm maismimmommomnirsrml ENNININENN. mom asimmo■ommi 1-4.1 pm =I IMI NINNINI 111111=11 =NM _ _ - 1 a ..www■ ii=1111111 MUNE 11110=1011111111111111111 OM= mow 111611MICIAP!!!!=aMilloSIIIIIIINNINININNI11111111111111111.11111 ma= 11111111111•1 MINN =NM 11111111111•1111111111111111 MIR= =CM MINN MINE =1111111111 =11=11 MN= 111111110111 INN= 1111111111111 INNNNN MN= _ =INN 1116111=1111111111111=1.11111 INNI11111111111=NriMENN 11111._ 1 =NNE 111111=111111111M1=1;i111 IMAIN 1111=11111 111111=1111 MUNI KM 0 • MI= • iii. ININININ MI NINNIIII 1 1=11111111 ID21111111 - NMI = MINN MINN MN= 111111111111111 1111111111•11 _________4,91i#6441. NIIIIIMI =NM =111111P NE NM= =MN IINII■ MINI 111■1111 Nal '"JINIVK=IINIIE•15iMIMIIIIIIIIIIIINNIII 1111111111=11 NM= NEM 1111111111111111111111•11111/, 111111111111111 mum PXOL-11.MISMEI 111==1111 IIIMMIIII 111111=21 12111111111=1111111 INNININ MIEN 1111111111111:1111111111111111111■111111111111111111111111MEN 1111====111111111111111=111EMEINIEINIEN _ 0 • • • - - --- - 1111111111•11 ME= 111111111111 =ME =NEI = MN= 11111111111a =I= 111111111 = 1 1111111111I ........... ....., NININVII -01 ..... =NMI NININNI, luamommom MIN= ... W311111Ecaramverear MEIN ..... 111111=11111111111111111111111111MINI NIMIIIIIII -- NEN= :1: 11111=111M allIVER1 I F 1.11.111.11 - •=MN in 11191•11111111PM11111111M1P,1111110111 1 il al loran INIIIIIII/M11 11111111111= =RE -11k11111111 ININNININNINI =INN 2 0- 111111/"...•11 MOM =WM IT-WiT3/111r4111 . .rThIll 1 =WM ,1 _ 10 = me . E INN= m 11111 EDI INN : IN .. -I r4 --II MN= 1111111111111 NUMINA 117:11BIF =Al= =MN NINININ =id laid= 1=1 r JAMUL - - 111111111111 111111111MIMMii= K W r•11=111111111 111.1111111111 ENININNI MMeigh NIIN1111111111=11 • 11111111111111111=1111111111111=111110=11111111 E N11111111111111111111111111111111111111111111111111111MININEIN NM= UM= MLA LI___MIA.1 ,Ir k'AIIMIIIIIT/MS11111111111Adw MIN= ._.... =we 11. 199 • . ;7; 0 INN ANN NNNIINNIIINIIINIIINIINNNI _ 1111111111111 -- INININININNI111111111 MIMI M= NIIMIll MEM MN= NEM =II= EIIIINNININAIAVIALLINIQ11111011111111‘116MIJILIIIIMIZIM1 Nom =MN =I= 1111111111111111111111111EMEN.Idlldiiiliiii114111 11== INN' NII NM= MEM 111111111111111 N11111111111=111111111=11111111111=1111111111111111111111111 max INV* mar _, =NIL " Nllrr"k, MB 1 - NW PINIIIIIIIIIMPIPOPIN11111111•11MEINNI. r1".. - 5 .b• 4MM:ill dINAIIIINII 111•11111111111111111111111=111111111 1 • ilk il MMIT1- MINPANNINN1111_ 1r1/1111111=,. MAOISM! railil IN Wail= . -1 ifill_flaill ilik dlIWAIKTIOd .4111.111111111111 :AM= • I I - c T iliC • . • ......- - its • NINNINII 11111111111111=11111111111 MINN MIME - Ems IIIIIINIIIIIIIIIIIMISIIIIIIII Mil mom r INMEMTENINI=IIIIIIMIMMEMM11111•1=1111111111111111E11111 ,. i f -, - 3," t NEIIIIIIINEENIIIIMMINIIIIIIE 11=111111==11111111111111111111 Mila ' ENNIMZCI11111111111 - SALIMEN=111=11111111111111111111 MEI= IIIII=EIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MN A o 111.41E11111•71 rAni MININNINININIE MINN MN= mom mom 121/WSIMMEMNIN" , ,v ____CEVELX , ,, i v . MIEN " 111=1111 . 11111111=11.111••1 INI111=111201311 • ■ MIENS MIME IMEN111111111111E ME= • MIEN MIEN 11111111•1111.11111MMNIPIIII=.111_ 11111 MEM ite10/011111E111;44171.1 6 MI MINNAIII MEM 111111111111..en e ENV AINI EININNIMIL..■1 ViarOMMEMON MEM 11111111=111111111111111111•111111111 IIINIMMINEENENIEN11111 MEM MIEN MIME 01111111111=11111111111111111111111=111 =1111111 11111111111111111MEM mom =MN =PPP_ i amossi DMEIMINVM=11111 11111111=11•1111111111 ENENENNE111 11=11111111111111111111111111111=1 11111111111111111== N11111111111 1111111111111 IIIMAYAMI:=111111115111111111111 onasormai Rum:gram 178 muramtAtil = =ME =NEI 111111111111111111===1111111 MIONIMMINO ME= MINIM MINN -- MINIM MI= •111111111•11.11.1=11•1111••••••1 IIIIIIIM 0. PRO, =IIMIIIIIIIIIIIIIII ii I . im . N ii w ma rn lin m si bot, 3 t milmimaimm . mum siminolows • . 4. 40 ammo um= T33He CIA J/1,513031 YAWHDIH 31 J1U1-3-BRO5i afruk VIAJ9 3J01.1le-r 3TA-19 31 .A.B.0 141 0371111;19 0 0 > o 0 0 uJ 0 m 0 0 2 w b 0 IJJ - 2 w 0 VAM ham dal . Instatt to . taxS Tee.; M3 x Mix F.- • w/ Concrete Blocking : Ar w/ 8 Gate Vo.lve:,.PLxM? 6 ,, cis 6 D r.3we.lts 0 Install ►o w/ Concret, w /6,"roteVex ■` 6" Dia . Clas . ‘S.‘ • . .. 2. 'Tie Rods 5 49'50'45 "W F ire. Hdra+n x.10X6 M3x M3%FL Sto c.k L.x in9 -1':o sovk Ve, ,FM 3. � 15o c 90o PVC ■ra - 3 -Por=t to north g$ 4; ox.G Tee., FLx x:FL e Bloctc.ins to north VaWe., PL % M5 +o .5ou.th Valve x , FL M3 to • ^O . viest• (0 - N "W 6 ©ry we.tt 105.48' .Water main Sinstatl to x . IQ c6 Tee Ft. x: Ft. w/ Concre.te. \`Blockiri9 1 west w/ G" Gate 'talkie, FL x 1 , G'; Dto:. Class I5o ".0 960 PVC, z Tie.. Rod and 3- port F+re` Hydr4k to easy' w/ ►o Gate Valve., \F L x M3 to north \-16. 77.03' 111.02' S83'4 "W(R). Install G" M'3 Cap o.v►d Covtc.r.ete 13tocktn of end of wtermain 170. Drywall E.Xaicnined and approved this. 21 day of 1' e4.14, \. 1.0 Department o-F He 1+h, S -tate of Wash. 5Q61<a+ne Cov,vtty Hea1-1 �is EXaimined o vtd . approved k t ' ' day of 1992- N 89'48'55 "W 105.10' : � 102.82'... 109.00' 101.12' Dia.. PVC- - to . 8" Dia. PVG Sn5lal� 8x.B "A6 Tee ,M3x tya xF1_ v4/ Copere Blocking to . west w/ G Gate Valve, FL x M3, �o " �p.ia• Class tEo G goo P(YC RodS •avid 3- Porlt /3 Fire Hydrant to easlt /,)° co 1 85.00' 85.00' 1075.37' 587'59'39 "E r ' 1 • n Install G" M:r Cap • N c and Concrete B to cksng a"t end of. water main 3 Insto.11 Stow -Off 18.77' Zh5ta11 ‘0 to Tee o w Cn ocrete Blockin 9 W/ Gate. Gaat•e. Valve, Ft -r-MS0 o. 0 537'47'42 "E R 85.00' Pavement 205.48' 100.00' 134.48' S89'48'55 °E 75.00 95.00 try•'; real 49.55' S89'48'55 "E 20.00 164.60 1- z (. S oic.art e, County' Fire. D i s r i ct N EXAmined and approved this .- : day o-F L 1/ ` 1992 ModAI, I.rrigot'iovi District No lS 1 ) Simpson Evigineers, at 926 -1322, must be. Called be - Fore any closures. 2) Model Irrigation ) 0.-t 926- 5759, must be called before any closures. 3) Watermain location vnust be. determined by Simpson Engineers, 4)Au retateriats musk be ivtspe.c..+ and approved by Modet prior. to installation. 5) Watervrta'tns -to be disinfected +o the - the Depar*4nen# of Heatth for• - the. Sta te of Washington .1992 G ) Watermains -to be, pressure - tested at 150 P.s.i. -For at e.ast.15 V,0i,nutes to the 5ati5iac.-fion of SirhPSon Erlginee.rs. 7) Wa.'ter'vnatns to have 4-d' Ynini'muvn cover. Coon shall obtain street opertiri2 permit - From Spokane. . Cc�ii�irj'y prior to C.oins s) At1 Vrtater;to.ls b Yrt u s t . e_ Yt ew 10 l Watermains - crossing 5ani sewers and less 41-lan l8 .below = - $ tX,.Yt ; ltr r Sewers emus+ be. sleeved 2D -fee (no joints)•with .10 -fee+ each sideoT sewers. 5win9 Soin-t Gas+ Iron Valve. Box --" 2" Gaaivanized Steel Pipe Q 11 �2" Corporation �-- 2' So.ddle .on waterm ""-� -- C as 'Iron Valve Box 2: Curb 5-top with clra■n Oriseal or e9uivalen-t DETAIL: BLOW OFF ASSEMBLY 1 Et 0 AVENUE 1 1 "- w 8" SS --C 4 5.5: LEG END WATER MAP . OF Wateryv'.ain Water service SAri Se.wer• • main Sew .. vce i Etectricoer Ser l `lrav►sForvner Drywall Scale in : Feet Ml' .IMO, 50 0 50 100 ILOME 7TH A PLAT IN A PORTION OF THE NE 1/4 OF SEC. 33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON DRAWN BY: CHECKED BY: MODEL IRRIGATION 'DIST. NO: 18 CLARENCE E. SI ENGINEERS, INC. No 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON :99212 PROJECT NO. 1 DRAWING N0.. 12x00 1O I' Ts _,sit • t 10 Zit he Of I._o 81ocL f 1D11. CTH ADDF 1 RD 14 as rnct16 de,i 90;*:. { f fl 89 48' vs '° c t rl? the 3ou'th 'd Lot. 8, -9.55 feet to the egitI nir of curve case i' i tea they S outh+ r Est with a - rociiuti a 435.00 felt; thencoH f.3outhci , .a t riv. t ?rou h e ka ri - 31 an ar > d ,.al.,vnt; t' of 2 01.14. f >o ; i.lr:e ^. S`tt c .. 2..6" 40° t bt i%. . w °<` ou h t tlto lei /4 of Section 33; t.hec ce. N3c ° '55 " I,(IQ,.> €'I'Ob" E 1J31 .1 loot, th ce N O '3'09 "W 179 47 u h ly 10 'f M4 .: €ILOMl. 1 I DDF f OI 1'eeofded. in Book. '15 of Plat. pi e ' a; thence 'the' 8 lEt e 3urs ;1r cfis ails' a 491 rit3 a iii �s2� , N/( ?c�r..'O3 ( 1 73.. 5 1cot; thehc 1'116 ' 637335"t 171-,:99 pe tct the ,ry e _;; x - Vas` of Lt 1 iE � �9c.:s, 4.. c;; MEE: IE: O1VIc< 6TH D.FT1Oi' tlto co t.1: next • tai°' >t.ai6E.e:} a4�.:,�rES2 tht0 o€.ltherlF` of . M.I.DiL . OME 1^'1,1 tl A 'DITlON, v,r. :ce rot; fihric 5i°3s34 1027,i.3€.s 1 1.6 1' : 54..:`:0 1"(.. . th c I < ,,« .33' 12 .6 t thence S1 '06!36 "V' This 0 ., 1 ;_ Ada k'" a .xu T." j„ a`a,:l . I: z �, 's'. #4.a t J? "�� �' t L?' nor shall arlY, L est be ,' �r . � � � t � 1 v #..� �: :rrac acid] t;d.c nal .dolts A i Y�. nc °staff. ..� :��s1.1,a...i, c3.� nc �'� 1 '$ a,. i> "'yp t: y f'.�. i q. " -a t`t'. .r �y .rc /'9.yp( ■ and I � D 'he uA1�1. 7_. � ..,i. J i 7[ , } J��i --,ua nt the . Ti..!fR ,AN lap l .. . J�J ti,c1 } C1i' u •; . ' :.tnd L_( I. e '�T : i th r t,� : <;c):r. l.:• ( a the +,��. e 1. fire :`,i ,',-;t ' -+C' . , Co:d €!f.'�r 1.3u r'1 0.11d Safety £ ty 1 :ft- );.ar ;. e t, .1n purveyor, "oC', w ,l be installed within this 93.t, and the ul d.i.va.der,/; goal, ol I provide for individual domestic water service as well lire protection to each lot 1 : zar to sale of each lot an4 prior t ' :Jnr e of lanai ld:i. g permit for each lot. ear Ya rt .: ; ac. <, :... -, s i 1 be determined at the t is e building a .t.t . ted. indicated on e obt .', n ,, d,,: _. . n.'..iu . .,in lv dua ewer service wi Li be 'provided c: on f o Louise E. fd + t Minn ue sc a'3..1:. 1P a on • • ownc,r or .d #.rer of Ira . ,. c. h • :4 00 .t 332,8! feet;•. tr1 the of NC. • jos:al systems shall 4C :f t..r to .join in :any county aPp,Y'ov{'C7 o (y• sUch rates • and charel :: a may' be .° • service or be nef.a.t .cabs_ {a.1.ned by: the nin • e ration of s orn w ter oh:i.bi L el e Cou n i `' , o be ,,a; ; { E�t,,r rr.t l,ts7ar.. "t.., 1;x.1 L ..d ; :,$ �.f �..8 ti, i1L, Fl 3 . f. . +' 'ZY:t3 ,� t 3 . ,..1:4t t: ,.rdr.; »2. t�tr.. t�," 4.!'t;Si. t- , try.$ i. ,:I' e a b. f i s 1 •- t «� . t 1 1 � i i,. J �'; !'i.. �'a s, a L 1 rr.� u z ,���ar ~;D:c'c'a�, ...,. b ��1,�.� ..o�aratp�" � _ :;.. 'I. :' : ;` �/a;.:�t, tsk # #at r and ''l.; k�. . ; -; to d? 1 drainage' t..s3:.i�:.'m Tiii,:i tad jacen t � ., put"' ,, ;i.I:1: l'- ,. $, kl pra rA.''be .3Y'u 3;`'-rtY owner ' 1 all maintain the O c i :. swale 4,,wr. awn turf, wit Q al shrubbery and/or t.,.k. , eA , which -!..,t • ;.: _-: ,•t the flow and i:t arc i at ion of ,itor,n drainaq water i_sa the ,; n.tat ;4 1. ; are i:a'ad .;c .:d by the ,,pp oved plans.. . - 1 i i s t.urt,i d " <`; , ?:n access pf-. s"�'�"f i ;`-'y .shall : e ".qu:I �." ?t prior . 1 ;. ' q <_:yl.dr�Y�( ' - U Ill, , A, €,' r '. ��,pi� approaches » �.t the C :e•. County 7 �Y, . �r;'i�.4-:;11. This 4k a i p ?r.?£ ;_ k a .1. .. e co 'rastY'8_kC,,. ;,`<f in ad'.t. o °4; aii',.C::E' 7: :h the df:. ➢p ? ed r :il n on file l e j d "o.ka'd �k f';'� ineers office. k a e County Subdi i LL, Los? Ozrdi.h .hce. E Sf r. ps ' P: o :c ssionai : i-cl. i -ne r° a bed as " :ovvr £ p r' .:[,�6� y : C7,] 1 psi knd CYest,.x tbL'f, i e eded . earl fa: #9967 Surveyor a1.1t1111 .1 rz,11i; r, � i. ,Ixi.; . uir'e> ta, on .. b� fNf \Y iASUR:".'R . .� I xov i -: rii1GJ n; 77.03' 170,70' rP 1 :,',1 and Ii3 FOUND R. R. SPIKE W / "X" 3' 102.82' 109.00' N 89 105.00' N89'4.8'55 'W _ _ o .85..10'.,. r e p t r i Uf w b : 1 0t� o saY ,n S utr�j 8 0 t��,i M h 101.12' 85.00' . -----"---"")---------" STATi`, F W AS COUNTY OF 25 25 - ---�.. AVENUE - FOUND R.R. SPIKE W "X --- 2 �' 3 4 MIDILOME 6TH ADDITION -1 ECA x E _ 85.00' 100.00' C1 4 • (.0 7,o Q . . o , 3e 4 p 0 *- s f 5 �cr 1 111. " « rt 9.2 E(R) / a, / o X7'47'43 "E(R) '•. ' lir 134.48' On this ' day of , 1992, before me persc appeared ` - Enama 'S. Nawk•.ir;<s, as her separate e property, Ede ar Bueschke as separate e p ~opertyd Louise E. 13uesch ke r s h9r s ep f> ate property. . - and i. put- chke and Robert ' Tomlin , kno n to be President t and Secre .<_x , r.2C�]��_�T[iE~ r d, M : Eno-, as the individuals who executed. this. s :itbin +s roc; instrument and acknowledged the same to be their fr:. e , and volurILrY.ot ; deed for the 'uses and purposes herein - mentioned. '1'tac: office.rs. the . a::.. d corpora ta. on 'on' oath stated that they are- , -author.i, zed to execute the' ss instrument and that ' the , seal .a.f f i.xed (if any ) IS the corporate seal r3 _ corptar ati on. 76.00' • '49.55' S89'48'55 "E 20.00 70.00 BUILDING � INGRESS -= SETBACK 4�, EGRES 9 c N UTILITY gip/ EASEMENT ` t e My COmmissie expires ' 164.60 IN WITNESS' WHEREOF. 1 hav e nereunto set hand and :._af fixed my official the day and year first about: written. BLOCK AREA 1 13,387 SQ. r T.! 1 15,426 SQ FT.i; I 14, 949 SO FT.' 1 1 I, 340 SO FT, 10.417 SO. FT. 1 10.301 SQ. FT., 1 10, 146 SO. FT. 2 12, 060 SO. FT 2 10, 758 SO. FT.I 2 18. 887 SO. FT. 2 16, 159 SQ FT.,, 2 14, 324 SO FT.!, 2 1 1 , 4 9 7 5 0 FT. 2 I I , 583 SQ FT. 12, r i 1 9 SQ FT.', 12,149 SO FT, 10, 283 SO FT.I 2 10. 16 SQ FT. 2 2 10. 11 1j � 1 SO FT, . 2 11 .P, 8! I SO FT, 3 1 7 SQ FT., . 708 O 3 12, 715 SO FT.;. Li, 275 - SQ FT.' 3 15. 700 • `0 FT. �3 18, 353 SO FT. 1 231 SO FT r„?., 621 S0 ET. i `r s 7 T. A _ , . J . i 30 17 392 SO F.T. 1 ,936 FT, w 12, 639 SO FT: I1. 4T5 ESQ FT i I I , 475 SQ FT ... H, 475 SO FT mmi 402- 5 . ET .-_Vi € ..f 100 200 r ; .ed for record thI 1991 at_ __,M. in Book [;on Rage at the 'request of UD! TO7d'S A = 24'54'41" R 598,80' T = 132.27' L = 260.35' • 1 ,a 0"4 SOT ,1.:+41 _ IEl' TteSt l i e ' 1't ADf31 `" o ': • i. eoorde+ , . ra'hook 7 Set 1/2" rebut , cap no. 8;) 7 or as noted Found 1/2" rebaa', cap no 6642/9967 or as noted = Subdivision Boundary O° = SET 1/2 "' REBAR CAP NO 8642/9967 A Nikon DTM -1 total station and a one second Jena Theodolite with Mac EDM was used thiS survey / A A = 90'00'00" L - 52'01'12" h - 96'27'34" R = 20.00' R - 15.00' R = 20.00' T= 20.00' T = 7.32' T= 22.39' L = 31.42' L - 13.62' L = 33.67' A = 91'09'12" A = 79'32'02 L = 81'2)0'42 R= 20.00' R= 20.00' R = 15.00' T - :;20.41' T 16:64' T = 12.93' L = 31.82' L 27.76' L .= 21.34' " » A = 12'49'31" 0 = 16'25'16" A = 39'41'58" R = 445.00' R - 445.00' R = 445.00' T = 50:01' T = 64.21' T = 160.65' L = 99.61' L = 127.54' L ---- 308.33' D = 12'39'45" A = 13'49'48" L 31'31'18" R = 410.00' R = 410.00' R`=410. T = 45.49' T = 49.72' T = 115.72' L = 90.61' L = 98.97' L = 225.56' = 03 ° 29 45" R = 410.00 T = 12.51 L = 25.01 page PLAT :. PORTION . THE NE 1/ OF SEC.,.93, T° SPOKANE WASHINGTON CCM cD M1 tJet R000 LANG t ;- tvut 6r vuc 14 0 It ;06 cf'f Ivk ry P1 Pg AJ 5• ucX7 583'4 1 3oAlNA 8 1 + 6 U lAS1;M 102.82 189'41355 W 1075:.37' S87'59' 49.8 S rola *SW LOT BLOCK AREA I 1 13, 357 SQ. FT. 2 1 15, 401 SQ FT. 3 1 14,957 SQ FT. 4 1 11,368 SQ T 5 1 :1...C, .. 6 1 10, 308 SQ. FT. 7 1 10, 146 SQ. FT. 1 " 2 12, 060 SQ. FT, 2 2 10, 758 SO. ET. 3 2 18, 887 SQ. FT. 4 2 16, 159 SQ FT. 5 2 14, 324 SQ FT. 6 2 1 1 , 497 S0 FT. 7 2 I I , 583 SQ FT. 8 2 12, ,1 19 SQ FT. 9 2 12, 149 SQ FT. 10 2 10, 283 SQ FT. 11 2 10, 161 SQ FT. 12 2 10, 161 SQ FT. 13 2 10, 877 SQ FT. 1 3 12, 745 SO FT. 2 3 12, 745 SO FT. 3 3 13, 228 SQ FT. 4 3 15, 685 SQ FT. 5 3 18, 332 SQ FT. 6 3 14, 268 SO FT 7 3 12, 676 SQ FT 8 3 13, 535 SQ FT. 9 3 16. 291 SQ FT. 10 3 12, 428 SQ FT. H 3 13, 461 SQ FT. 12 3 16, 837 SQ FT. 13 3 17, 392 SQ FT. 14 3 13, 936 SQ FT. 15 3 12, 639 SO FT. 16 3 11, 475 SQ FT. 17 3 H, 475 SQ FT: 18 3 11, 475 SQ FT. 19 - 3 I I, 402 SO FT. 20 " 3 11, 339 SQ FT. d = 12•52'32" R = 445,00' T� 50,21' , 100.00' 5 9 8.80' 132,27'. 260.35' 41000'.. = 41000'_. 45.49' T 49.72' 90.61' Ll 16'25'1 R 445,00' T : 64,21 L .= 127.54` la 4'90'00'00" 27'34 20.00' R 15 6200' . R 0:0207:4 00' / , T 20.00 T • 7.32'. T • 22 ' L 13 _- 91'09'12" 9'32'02" L ,= 30`42" = 20.00' R = 20.00' R _ 15,00 = 20.41.` T == 16.64' T = 12.93' 31.82' L 27.76' L = 21.34' '41 445 160.,x;5'.. 3 08.33' 75.00 a 1 _ I 5 { 55.00 - o M � � - 0 o 87.00 -- 6 8 7.00 • - o P I b 161 -- O 0 87 00 - - -- 7 87 00 O� - 8 7.00 tAl o SET-B.-AC-K.1 , t l t� E p 0 "-' v7 '. � OCK t __ 7.00 S 00 "E t m , m I o 0 130.00 8700 0 w Ind 0 n t o �� in 8.70 L(0.0 8025 m .- , es n lii 80.01 i Lti L n . o H rn S87°32 99 60 4 -19- E>Co fined R.r,watls ... r 0.. 1 ?"2 In.Stali 10. .Sa x$ " Tee. ,M .xM7xF� :�. w/ Con c.reke 5tock `r A 6` w/g " Gate Valve , FLx M3 ES r 0 18 =nstall Io w/ Con cret. 1/ co" •C-. ate. Va G" Dia. Cias ' 2 Tie. gods•. S49'50 ° W F tre..Hydro. Tee., Ms x % F L -S1oc.lting *0 south ve, FL %M3".; 1So cSoo PVC n a 3 - Port to north 9' $ 1. oxe, �i-xpL FL e. .Roc to nort VoWe- : t-x M Valvee,: -towest <o 'v 8 it w N 0 1 5.0 0' 60.00' N89`.48 IVA stool l 10x 10x 6; Tee , :p t.. x F Lx L. w /Concrete Blocking ;to west; a u Go.ke Valve, FL X 1 G° Dia. C {as .i5O t gob P , 2. -r a Rod and. 3- ?or•t Fire Hyclroa t tc, O 5t: w /10" Gate Va1ve;\V x M3' to north '. 16%0 0 . >✓ 15 77.03'. 111.02' S83'44' Insto;tl G" M5 Cap and 'Concrete. 81ockin a* end o-F .wa-Eermain Install Blow-Off 5:5: j/ . � N-144. Department of `'He day. of 170.70' Drtyw : ell E.xomined and o:pFrove.d this cloy o* 1.992 Mo d4 r Irr` •iga=t D'tstric-t. No l8 z c t 1992 Exavriiylad and approved this day off a Al<arie County Health Dis 105.10' N89'48'55 ° W 1992 8) . Coy i-rackor: shall obtain street prior .to construction. ): Atl 'materials must ,be_ new. 102.82' 109.00' Simpson. E at 92G vnust be called before any closures. Model Irrigation at 926- '5759, must be called before ocn closures. Wate.rvnaiv . location: must: be. detervntned by Simpson E:ngineers-. All Materials must be. iiv spec +ecA and approved by Model prior - to installation. Woter:vnaiv<s to be disinfected -17 . -t-he. satisfaction off the Department of- Health -For the. State o'f V,fashing 'on. G) Wate:rmains -to be t?re.ssure. teste.e o,# 150 Qs.i.- For 'ot 1eos+;15 mutes to the sa.tis-cartion o'f Simpson Ertgine.ers. 7) Watermains to have 4-d Yninivnuwn cover 5 . 5.0 0' 101.12' 2 10 : - , Watermatns: crossing:.5anitary sewers and less than 199 sewers must be sleeved 20 feet (no joints) with t0 feet each side - orsewer. 85.00' 85.00' 1075.37 587'59'39 11 E I.. Snstalt $X SX: Tee , M3 x (x/17 x Ft- vK / .Co crate. Btockin9 to -w st_- w/ 6,7date Valve., FL x M3, 6 :Dia..C1ass %S0 C °loo FIVC (d? - T+e . Rods and 3- ?or-ft F ire : Hydrant to e.asrt . co f : I :o Install Co" MS. C :o,p aril Concrete 131ocKIng at end, of water main 85.00' 85.00' S3T47'42 "E R 134..48'. S89'48:55 ° E .Pavement Corporation 75.00 1-n5 lox tox -ree o w� ; . Concrete 8lo�kAng Co Gate Vatve;lFcxM4 O O 95.00 M3xM3KFL 49.55' 589'48'55 "E raiiiiiaarairaiaraioariariraorraiiaraii ra iiaiiriir .164.60 .0p AVE U *DRAWN BY: CHECKED .B WATER MAP 0 :Sewer .:service E1ec-trlca1 Trans-forv.er Dr.ywe;ll .:....• CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926 -1322 SPOKANE, WASHINGTON : 9921 68.1 e Barret Drywells, l Frame # Grate , avte C oun'ty 5 G+ 35, 25' te•ft, 40 Gt�o5, 25' left, p o� Grate F.lev 2. Curb Opening wide Co deep c Low Pk. , Sto -akS 55.(02 3- Double. 8orrat Drywetls,Type B Metal Fro,me Grote, Typ 3 Spokane Cotinty Standard Sta. 4+ 1o_, 25' t of f , 40 Ave. 'Top b Grake, 201`1 sta. S +tS, 25' le-f.+,1-0 Ave. Sta. 0+50,2.5` (e Union St, /V<,, -• °3 Top 0 Gra. Etev. zoto 3 S'r 91.45 w 44. Ctc. Curve L = 2.4 ° 54 ' 41 , 1 R = 598.90 T = t32.27 t_ = 2.60. 35 '7!0.38 Prow o,ge r 39 ° o O 44-` 91.45 238.52 2 51.13 2 Bar Me.-ka1 Fro, Spokane C G+ 2 ) Sta. 4 +45 Top o-F Gr e1 DryweU, Type B e T Grate, T 3 unty S ZS' right , 45TH Ave. 25' teft, Union C-t•. Elev. 2009 7 Sivtyte. Barrel Drywell Me Frame # Gra U1 Spokane County UI Sta. 44 25' Top of Grate Scale in Feet 50 100 Single Barret Drywett)Type A . Me. 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I 1141•11 id WM Ems :11 Zit a Nowermem ism ®u ll ra1 LLiriAUVI r iraas �IL�r.>rzr memmilm — -memo tea•- 1111111110111■1111•111. " —1t 1 NOISMININIME A a■\.. up/marmot rIN- . IIMINI a _ immumummi ESC ®i:�l ►c !la tzveva l■: uiwitt ►Zv %►i�� • i - 1•111111111■11 MIME ■ ltitdC►lNlia4lt \1) al.1dils_101+1 Whin: PAM lr airaigr1 L . 11aaa111111111111111lrlh■al MONA 1111111111111111111111111 90.00 88.11 D ouble. Barrel Metal Frame SpoKane Cou Sta.. -t-Z$, Top of Grate r rel Drgwett "Type A atmeTGra-te,Tye \ e - Cot w S-tavticlard 50 2.5 l oft, 45 Court ., Grade, E.■ev. 251233 04, Sivtgle Meto.t F S pokan Ska. o-'r To? of 2 Orywett,Type B Gra*e.,Tpe 3 n'ty S*ando.r 25' left, 40TH Ave. , Elev. Zott 100. 332...87 S 00 2(0' 00" Curb S-tatiovtihs ! MINER 0 3 T33H2 GIA JAS13O39 YAWHOIH 31 Juua- 3...1110R9 011A VIAJ9 3J0V1I2 -1' 3TAJ9 3IT'r 3TW .A.2.0 NI 03T"I149 4 Developer Double. eve loper Double Barret Dr wells , Type Metal F ram e T Grate ,T 3 Spokane County Standard Sta.. 4-4 lo, 25' Left, 4• Ave. Top of Grate , Etev. Zo 116 Sta. S ) ZS' Le-Ft, 4o H Ave Sta. 0-150 Z5' Left, Unio Top o Grate, E.le.v. 20• 5 ASIN "B i 2.- Double M e Fr Spokane 1 2 4 Sta. G-t-3S, Sta.. GIGS, 9 To of Grate \ 125 Curb Opening \ tr G"dee Elev. 2 arrel Drywelts,Tpe B me. Gra.te,Tee 3 ouv,'ty Standard 25' Left, 4-0TH 2.5' Le-Ft , 4,T Single Barret Drywelt ,T p A Metal Frame T Grate T e 3 Spolc. ne Count Stand rd Sta. 0 -t-5O, 25' Left ,40TH Court To o Grate., E tev. 20 12 Double Barrel rywelt, - c i p e _ B sta. 1+85, 2.5' Left , 4oTH Ave. To- of Grate. 2 toss /Curb open 3' wide , G,' dee @E.-R. 0+ 38, 40'' 10' Ea semen Top o Grate Z Double Barret Drywel Metal Frame Grate , Spokane_ County Stan Par Sta. G+ Z5, 25' R13ht, 40 Sta.. 4+45, 25' Left, Urio To of Grate, Elev. 2009 Sing-= Barret Drywelt Type A Metal Frame Grate. ,T 3 • Spokes e. Coun - ty Standard Sta.. 4+ •5, 25' Right, Union Ct. Top of G ate. , Elev. 2.009 High Point Sta. 10+50 10 5.0o `o 99_39 I 3 q IDLOME 6TH ADDITIbN • I 1_36 22-z.44 260.44 Existing Double. Barre 1 r Dywe11 J Double Barrel Drywelt ,Type B t'l e. l Frame T Grate ,Tp 3 Spokane Count Standard sta. t2-- 28,25' LL�. e. * 40Th Ave. 8 Top Grate , EleJ1. 2ot1 DETAIL: Q) �2' +03' �Conc. Curb Street (Asphalt Pavemen-t) PLAN VIEW DETAIL: CURB OPENING STA. 1 +15 TO 1 +28, 40TH AVE. Existing wood Fence 10' 10' t W Existing i con Existing Drywelt Excavate opening under -cence, \3' wide Construct Curb opening in ezcisting curb 13' wide, G" deep , sta. 1 +15 -to 1 +243, 40 Ave. LOCATION OF DRIVEWAYS 40 Ave., Lt. 40T2 Ave., Lt 40TH Ave., L 4oT" Ave., Lt. 4oT" Ave., Lt. 4om C.t. , Lt. 4oT" ct., t_t. 4oT" CA-. 40 C , Rt. 4oT" Ave., L +. 46Th Ave. R-t. Union 40mi Ave.. , Rt. 40 Ave., Rt. 4o Ave., Rt. 4oT" Ave., :Rt. 40TH Ave.,` F-t. 46T" Av 40TH Ave. , Rt. 40 Ave., Rt. 40114 Ave., Rt. Union Gk., Rt. TYPICAL Easement SECTION: 30' Sanikart N 1 J J Ingress/ Egress ELECTRICAL TRANSFORMER IN DRAINAGE SWALE Swate-- ./w Line - 1 Electrical power Transformer 16' DRIVEWAY) Sta. 3 +28 Sta. 4+2.3 St a. 1+18 Sta.. 1112 Sta. 8-191. Sta. i-1-25 Curb 5-1 2.+08 Curb Sta. 2+21 Sta. 1 t 33 Sta. 12.141 Sta. 8to7 Sta.. 3+81 Sta.. 5 +G3 Sta. 4 +71 Sta. 3+98 Sta. 3 t 1B Sta. 8+ S o . 9 + G 1 sta. It +86 Sta. 12+G2 Sta. 13+08 Sta. 3+01 Aspho, \*, Concrete Pavement Class "B", z." Compacted Depth A5phalt Content 54% to !0, (W.S.t.o.T. Spec. Crushed Surfacing ,Top Course 4" Corn ?acted 'Depth (wS.D.o.T. Spec.) Sewer E.as emen-t- 15' 37T Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot lo' NOTE.: Electrical Power Transformers sinalll be. a mir,ivnum of 10 - Feet - from drywetls. Drainage Swale 3 Stock 1 4, Bock 1 Lot 9, Block 2. Lot 8, Block 2 Lot 1 , Block 2. Lot G , Block 2. Lot 5 , Block 2 Lot 3, Block2 Lot 20 Sloc.k 2 1 , Block. 2. t3, Block 3 t2, Btoctc 3 G , Block 3 S , Block 3 4 , Bloc*. 3 3 ,Block 3 14, Block 3 t5, Block 3 Lot t1 Block 3 Lot 1S, Block 3 Lot 19, Block 3 1_.ok 11, 5tock3 ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 151 • SIDE VIEW // / \\ � ( \ \� \\ \ 3 , \ \\ \\ \ \ \ 152' \ 10' 50 Elect rical Power Transformer Conc. Curb / / / % \\ c / . ,` /� / / \ \\ % \\ / i 7 / / Scale in Feet C on str U. 13' w M Ell 11111111111111111111111111111111 �■ t• 50 100 \ \ tb/ 1 t +28 / N \\ / / 2 / / UNPLATTED Concrete Apron For length of curb cut 3` wide % 4 " Curb_/ i / Curb Cut Vanes C - Asphalt Z. Slope Breaks✓ \ \ \ \ \\ \\ / ' \\\ , ` \ \ PLAN N N. Existivtg Single' 7 Barre\ Dr3we11 3 Slope. 12:1 cmin Down From Gutter 2.0 o \\ ` E. xi stin C g ur b C ut \\ \ 5' wide, 8" deep E.R. 5 +30.13 } I Top Curb 'S DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE 3' Transit ion DRAINAGE MAP -.a Driveway # Curb opening Gutter line -- Varies 3' Tro.nsi ion Drivewas to" Curb Openings, Co" TYPICAL DRYWELL LOCATION NO SCALE 17 ( 1 1 1�- Drywelt Curb Opening 3 wide, G "deep Midpoint AVENUE Drain e' 7 MIDILOME 7TH ADDITION 1 — 2,01 Cons '9k-et Curb Cut 4' wide, G" dee S�,t5 13 +59, rigtt�ond te-t:t Si S 5 T C C Q) n d 1J Easem &e Barrel Dryw l,TyFe A al Frame- c Grate ,Type 3 o Kane County Skanctard a.13+ Right, 4o T" Av P Grate, Elev. Zo10 TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE 4 . .0833 FT. /FT. Cement Concrete. Driveway TYPICAL SECTION: DRAINAGE SWALE , 4' WIDE STA. 11 +. 32, 40TH AVE. , ft STA. 5+36 TO STA. 6 +52 , 40TH AVE., Right STA. 3 +95 37 , TO 40TH STA AVE. 12 + TO STA. 1 +25 UNION ST. . 2 , T. . , STA 12 1 ++49 5 TO UNION STA. S 13 +60 , 40TH STA AVE., 7 +08 Left AVE. 13 7 z z 10 10 13' Top Driveway • 0833 FT. /FT. 0 FT. /F T Swale Bottom t l Slope,min./ 3!1 Slope, max. from top of driveway to bottom of swate 13 5 • 1 1 DRAWN BY CHECKED BY R/w Normal swale slo Pe _ _ _ 6 70 T./ WWI Q' 8.5 4 8. — o.o ∎a I F -r.%F-t. 15- 1/ -- 1 11-\ 4 11 N \ \ OPEN SPACE G rass � .o N \ -F Mi \8 T" P D. cle s \ Sta. 13+ 80 \ Q ` End of Swab ) JZ / K.W.M. c s 1.5' Iss nc e Curb DATE DATE curb Founded 1946 G curb LI 3192 cut 6 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DRAWING NO. LOT I, BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8, BLOCK 3 MIDILOME 6TH ADD. 3 oF 3 PROJECT NO. 7 0=11•11=111111====•=111•=11======111111•11•1111=1111•1•110=11111•1 MI= •••=1•1=1111111111111111111111111111 ®r®® ® ® ® ® ® ®s — ••111MIM ®MEM®® ®MEN •— ® 1•=111111101M11•11=1111•1111101=11= �ZI� NENNEINIIIIIIIMMENWINN=111111111111MINNINEEINININIMINEIMMINIMEINIENINIMMEEENNE =MEi — ® ® ®li =•11•11101®e ®11==- -1=11111E = ®— ®MIIIIIIMI1=1111•1® ® MEE= e ®�_� ■Rl� ®_ ®���� NM_I ®®•••=®mot ■rMME® ® ® ® •••■• •1111111MI . 11111111111111=1•1111111===1111===111111110 EEEMEMIIINMIN=111•1111111•1=111E =1E11 1•111= IMMINEMININI MEW IM=11•11•1111=111======111•1•11=11111111=1111•1 ®•11•••••• MINE •1111••••=111•11111•11=11110•0111=1•1110•11•1111==== — .•1=111=1e■ - ;- - - ■��� ■� silk ® =� alma _: a _.---- --�m =1•1=11101=10E3 F •■=111•1111111•1••• 1111011•1011111=1•1111= 1•111•1•1•1 r.t=7 •111111111111111111111111111=1E =11111•1 A 0 =EM1 l11tF�11�-� =11111111110111EINE=1111 •=1111--WM ImmEarffiNNN =11•111•••••■1111•1101•111•11MM• 0•••••11111= =II= IMME111100■=11111111111111•11 1•1=111 ME= 111111•1= NOM ® ® ® ® ®_ -- —`W_ Ei 111==11•11•11MMENINE1=1111111•1•0•1•111=111=111= •111111=11•111111111 MIEN •11111111111101=====1110=11111111====•••••••=10111111111=111•1•11•11•1=11 11111111111110111•=11 =1=111 ■N ® ® ® — ®® -- — ©M= iminalmuiwumuizwialom MI® ® ®•11111=® ®111111 !=111111 =I= 1111111111111 0 �� •1011111111111 01 •1111110111111111111111•111111111111111111111• I INN 1=011111 . Rt ® ® ® ® ®1=1=1 - =MI ■, ca ® ® ® ® ®� ° e —� - - - IS ®® ®�® ' ® •• ICNIIIIMMI =MN 011 •11•1•110111= MI= NEM= 1•111111111111111111111111111=1111111•11111•11=1011111111111111111111111110111==11 N� ® ®= = =MEE ® ® ® ® ® ®==111 —•11111•11=111=1=11=1=111•111• M1 min= ® ® ® ®NIIMMI®MIIIIIIIIIM ®=11•111=111••∎=1111•IMINIIME =1_ E ® ® ® ® ® ® ®— ■������• ® ®� ®�� ®® e���O_1l. �1M MIN MI MI EN x 1 IN11111111111111=11•111•1111•11=111=1=1 =MI M11111=1=1111•111=1•1•1111====1111111•1•=1•11=••••••1161 •11111•11111111=1M gsw ®® ® ®■IMR,i ® ® ®111111=11 ®eilll0111111111 ___ : [h •11111=1•111111•1 =EMS Ell=1111111111111==•=11=11•111111 NE11111111111111101101121 1111111=11=111•01•11= Mara MINIM 11111111111M111111= 01011=1111111•11011=1101 1111111•11•11111=••=1/ m..*_nom■mmw00!!!=ZO _ _. ®® ® ®fie ®O ��� ®4 MZMIMI=10•• ® —_ - - -- II�I� - >•— "-� ®® — ®�0�� � 11 c�11�111 ,s�� - -® i — ��� MINE• =Mill Ell■••11111M1W0aWNOININIENb..a/1111111=11=111•111111•1•11•11■1101=111111 N1111••••••• ••••••••=011111111111•1111111 ® ® ® ® ®===®® — ®1•11111111MINININIIIIMINIII= MI= 1/1111/111111111 =EMI NM= 01=1111 MEM1111111011=11=1= 11=10=1111=11111110111 NM= •1•1•11 MIEN 11111111111 •111•111111 =III= 111111111111 =NEE 1111111111111•111111111111111110=IMM!".01111ECT=1 1111111111=1111111111111 IIIIIIIIIIIMMIIIIMMI■=11111111111111 =111111= =I= MINIII MINE 11111111111•1111111111111111111111111 MIME 11111=11111 1111•111111111111110111111 MINE MEMO -- - - - - -- ME EINE= r21111•1111101M Mli" iIIIIIIII=I i W M 11 M111=11 liMININEM3 MINIM ` �� � :1I11_ mom Ili WWI 1.11111111=1111•1•111111= — MMIMMM •111111E il 11•111111•111=101111 =11111111=111101M Mai mom Numillamarramizsrmarmai immirammum mom �- �� �i� — __ -- - -_ ri - -- 1i� -- milimmimmo mom Oii �� __ EIEN1101111111111•111••• =ME IIIIIIIMEMINE 111 MI s -- ____ r = s•'= Jtv]����=1ui���. rtirii _ •MI'±•��=�o --�■i �� - iii 111 � wiaemmumisommImIlosamolownicir �■����■ IIIIMMINIIIINEWIESER -- - -- iiNE1111111 •i• ■ =11111•11•1111•111 • MINIMEM1111J• = 1•1111111111111•11111=1 alimia aGranz lmor RAramou mow INI=1 1=111111111=111111111 1=11111111==11•11111=111 =NM 1/1111•111MIMIIIE11511111111/411111 !! MIA111111111• ® ® 11111111=1111111111= � 'T'J1II?1'!!!1•E1105 •11111111111=111111111! 1IiiWI NMI \iMIIIi*i ∎lllri III : e 1111ii1\11rr71IIIIIE4a ail ■1r.TrWii ANN Lrili WI, MENIENIBMINMAIIIIIMINII 1•16741111 IVIWIllall`iIM111/ �1 /.&-._ — ow ® —J asmoni lw �l l �e NINNNIIIIWBIPJEiillIllMINIIIEMIIIIIIIMIIIIIIIIIIIIIIIII■1IIIIIIIIIIIIIIIIIIIIIL "91111111111111111111===111 —[I —1111r71%., _ -111111111111-- ® ■1111111— 1.."1 ` 1r. imminm® ® EM1► 111■ Iri► Lt' fn !iWIRG.:1110.'••1111101•011019I • - 1==0 !!►'rilYaAA►iEI lIMMI:L'l�i� /�i�ii!•1•!lf[� ®_�_ ►u �Lfi�T. .I3� O. PRO =11111111 =I= ��■�!•� 1.1!• 111111•11f111=11 ••11111111111111•■ Curb OFetn■vlg !o wide Co deep a l-ow P )S-ta.. G+5 2010 1,00 1 - - i 7 �° 1. p - s 5 PG �o / ∎. 8 .03 ! -.,_ 0 e z�0 --- - 52.49 C;}- °�yo o� 2 -Doub e Barrel Dry ells I ` 6� , 4 M e - t • t Frame - 4- gate , - - - 33' 5 c2t, o,vi e C ounty Sloan v S G-r 35, ZS' terc 4o St.. (o-t-G5 2.5' le-ft, 4 o 9 T. p o'C G.ra� e E.1ev. 2 • o 3- Double Barrel Drgwells;Type$ Meta\ Fro.vne :L : Grate , T 3 SpoKane. ' County Standard Sta. 4+10 , Z5' t e--F-t, 40 Ave. 1 0 - F G.ro• tev. zotls Eta.. 5k15,251 1e EXisting Curb Cut Sta.. 0+50,25 Union 5t, 5' \Nide- , 8' dee? 3 • Top of Grate, Vey. zo10 e. E•R• S-1 91.45 Drainage. N 44 ° 28'O� "E W U? � J 9 tp 0 7 6 4 1 ,139 ° 0d 44- G08.11 7�.38 DrO \VO,ge 91.45 238.52_ Existivig Single. Barrel Drwe11 51.13 e1 Dr T B e Grate, -- ripe 3 uni Standara 25' rtgh 2.5' left, Uhion Ct. Elev. 2009 1SCo49 Single Barrel Drgwel( Me Frame G r a SpoKane County Sta. 4 +55, 2.5' - Top o Grate Scale in Feet M i i IN N'_ 50 100 Single Barrel Drywett,T p Metal Frame 4 Grate , Type 3 S?oKo.ne. Count Standard 51 5f 50 , as' right 4oT" Ave. Top o'r Grate, Elev. 2 010 5 3 5 Q ' 9 ' 1 0'5 "v/ 249.1 T33H2 OIA JAfl3O39 YAW}-4011-1 aviu JJu9 3J190Si9 aVIA VIAJ9 3JOVI12 4 3TA.19 3V1YC13J3T 6h° - .A.2.0 NI a3TV11A9 rrel Drwet1, T A ame #Grate, T 3 Cov,n Standard 50 Court/y Grate, E}ev. 2oi233 0,0 e, . 4 o - Double Barrel Metal Frame SpoKane. Cou S'to.. 12-t- 2$, Top o-F G ga`t'e 90.00 - r85.oJ Orywetl,Tp B Gra*a,Tpe n1 Standard 25' le-Ft, 46T" Ave. , Elev. 2011 100.00 r32.2.1 t 332.87 5 00 °2Co'00" E 142.21 U v i U 2016 0 W U U W U w 0 0 0 0 W LU N 0 W c N RAN 0 D 0 { !il m 1 t n� Existing 1Cn" Existing Drywetl 4o Ave., L+: 4o Ave., Lk 40 Ave.. Lt. 4o TH Ave., Lt. 40 Ave., Lt. 40TH Ct. Lt. 40 C . , Lt. 40T" G +.., .k. 40T" Ct. R. t. 4oT" Ave. t - 46Th Ave., Rt. Uniovi Ct., (fit. 4oTtl Ave., Rt. 40 Ave. , Rt. Ave., Rt. Ave., Rt. Ave., Rt. Ave., Rt. 9 0 114 40 40Th 4oT" 40T" Ave. , Rt. 40' Ave., R. 40-x" Ave., Rt. Union C4., R DETAIL ELECTRICAL TRANSFORMER IN DRAINAGE 10' 1 --Conc. Curb 5t'reet ( Aspha\t Pavement) PLAN VIEW — — DETAIL: CURB OPENING STA. I +15 TO 1 +28, 40TH AVE. ExiStino Wood Fence 10' E xcavaFe opening under - ence , 13' wide Construct Curb opening \n e_icisting curb 13' w\de G" deep ; Sta. 14-\S -to 1+28, 40TH Ave. LOCATION OF DRIVEWAYS TYPICAL SECTION : ti 15' Developer Easement 30 ' Sanitar N Insress /Egress I- j Swale- Electrical Power Transformer G - ( ' c. 16 DRIVEWAY ) Sta.. 3+ 28 Sta. 4+ 23 .Sta. 7+18 5fa. - 112 Sta. 8+91 St 1+25 Curb Sta. 2* o8 Curb S Z+21 S 1+33 Sta. 12+41 Sta.. 8-107 _Sta.. 3+51 Sta. 5+G3 Sta. 4+77 Sta. 3 Sta. 3418 Sta. 8184 Sta. 9+c1 Sta.. 11+8G Sta. 12 +G2 sta. 13+08 Sta.. 3+01 Aspho\* Concrete Pavement Class "3 ", 2' Compacted Depth Asphalt Con-ten-1 5 to G4 (W. S.o.o. - f. Spec.) Crushed Sur Course 4" Compacted 'Depth (w.S.D.o.T. Spec.) 15' +) Drainage NoTE: Electrical shall -From s t Lot 3, Block Lot 4, Block I Lot 9, Block 2 Lot 8, Block 2. Lot 7 , Block 2 Lot G , 310ck 2. Lot 5 , Block 2 Lot 3, 131oc.k Lot 2, Block 2_ Lot 1 , B \ock 2 Lot t3, Block 3 Lot 12., B \ock 3 Lot G, Stock 3 Lot 5 , Block 3 Lot 4 , Block 3 Lot 3 ,Block 3 Lot 14, Block 3 Lot 15, Block Lot 17, Block 3 Lot IS, Block 3 Lot i9 Block 3 Lot 11 , Block 3 ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 61 Sewer Easement Date 0 13' Swale. SIDE VIEW Power Transformers be. a vninimum o-F \o - Feet drywe.l1s. \ \ 1 \ 3' � \ \ \ SWALE 10 50 / _ \ Conc. Curb , / ` \ r F'avevnent / — // `\ / // �// \ \ / \ // // \\ \� I \\ \\ \ / \\ Electrical Power Transformer \ / \ \J \ \ \ 1 \ P Scale in Feet 50 Constru 13' w MI 111111111111111111111111111111 IN U = I 00 1 7, \ / V \\ \ y _ A \ 2 '6 \ ���� \ \ \ \ v / 2 / UNPLATTED Concrete Apron - 1 or te,v‘9 of curb cut 3` wide x 4 "thick Curb _� N // el t1 \ / Curb Cut \ \ � / Varies / / � Asphalt -- Z�„ Slope Breaks✓ PLAN \ \ \ \ \ ■ \ /El s-tins S\ngle i - Barre\ Drv / 3 Slope. ‘211 (min) Down - From Gutter 3 Top Curb '9 DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3' Tro.nsi+ion C. Single Barret Drywelt,T Metal Frame. 4 Grat Spokane C ourt S 5+50 To o Grate, Z Double_ Barret Drywet Metal Frame T Grate , Spokane. County Stan sta. 61 2.5' Right, 40 Sta.. 4+45, 25' Left, Unio To? of Grate, Elev. 2.009 Double Barret Dr wefts , Type B r? Me Frame 4. Grate ,Ty pe 3 4 Spokane County Standard <).,/ sto_. 4+ 1 o , 25' Le-Ft, 4•TH Ave. (/ Top of Grate. ) 'Etay. zo 11 �5 S 5+15, ZS Left, 40 H Ave( Sta. 0 25' Left, Unio Top o Grate, Elev. Zoe 5 arre\ Drywells,Type B • me_ T Gra 3 ou.v\ S ss, 25' Left, 40TH ,s, 25' Left 4•. Ave arafie Elev.201p Single Sarre\ Drywell , pe A Metal Frame T Grate T,. e 3 spok• rte Count Stand. rd Sta. o-t5o, 25' Le Ft,4oTH Court To o Gra- , Elev. 21) \2 Double Barrel Drywelt,i e Sta. 7+85, Z5' Le-Ft ) 40 TH y A v To- of Grate , E■e.v. 2. los ICurb 3' wi , G' dee @ a.F . o+ 38, 40 H 10 ' E.asenme Double Barrel Dryv.telt ,Type B Meta\ FrameT Grate ,Tpe 3 Spokane Count Standard Sta. 12-1-28,2 4 1-0Th eft 41-0Th Ave. 8 T Grate, Eke.: Zotl Existing Barret 1n,131\S S � I I', In o 5 6" deep 29.09 V /, � a 44 ..--- .,- 12 Singles Barrel Dr ,Type. A i Metat Frame T Grate ,Type 3 Spokes e Court - ty Standard Sta. A •5, 2.5' Right, Union Ct 13 Top o'F G ate , EIev. 2009 High Pont S 10+50 10 5. 00 22.2.44 2c0.44 t k.--\3' Drain l3 P.C_13i-59.83 Existing Curb Cut S wide, 8" deep E.R. 5-4-30. PROFILE is DRAINAGE MAP Driveway ? Curb opening Gutter 1\ne--- Varies TYPICAL DRYWELL LOCATION NO SCALE L Drivewas, 6" — Curb Openings, G" Tbarr 1 r Drywett Tr 00(15 \ \ on AVENUE -3' MIDILOME 7TH ADDITION Gernert* Concrete Driveway 2 01 Eas erne n �x t Curb Ctnt wide, G" deeT - 13+ 59 , r ighand left 51e Barrel Dryw \,Type al Fr coin e Grate. ,T 3 o *cane County S4oanclard a. 13.1 Right,40 A p Grate., Elev. Zoto C a W TYPICAL SECTION.: DRAINAGE SWALE AND DRIVEWAY NO SCALE A z t0' 10 13' ----abr.. 0.0 833 =T. /FT. Top o-f Driveway .0833 FT. /F.r. 0.1333 FT. /FT. vot TYPICAL SECTION: DRAINAGE SWALE , 4' WIDE STA. 11 +37 TO STA. 12 +32, 40TH AVE. , Left STA. 5 +36 TO STA. 6+5 40TH AVE. , Right STA. 3 40TH AV TO STA. 1 +25 UNION ST. STA. 1 +25 , UNION ST. TO STA. 7+08, 40TH AVE. STA. 12 +49 TO STA. 13 +60, 40TH AVE., Left 13 7 - 11H\ \ I 5 • t4_ 0 3 5 • !- n < 1 \ \ \ // I / \ 1 \ LI \ I 1 I / \ \\\ 7 / I I --- / \ \ \ \ EXistln / q, Double V -- >< .... Barret / Founded 1946 i Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 DRAWN BY CHECKED BY RAN as' 7 Normal swate Slop O 0.01(1 pT.i Swale 13o F't• %F'c. 1.5' t =1 Slope,vn\n./ 3:1 Slope, max. -from - fop of driveway to bottom o-F swale Swale. Bottom 14 Co`deep, curb cut Concrete Curb Concrete C ur'o I8 cas t1; K.w. M. DATE 11/3/92 DATE Li i 3192- LOT I ,BLOCK 2 LOT 6, BLOCK 3 LOT 4, BLOCK I LOT 9, BLOCK 2 LOT 8, BLOCK 3 MIDILOME 6TH ADD. \ \ 1 Dryw \ \ Cov\ sir iv�vtal�Cb.�� wide. 5`� \ d e c� C rct 14�ide\paNd A�ess Rooms \ OPEN 'SPAac Grass f t t we e T" \ an;� u e rte. 8 FA D. E ase `b h er 1 ` � rte. � \ \ \ N \ \ End of Swat , S. 13 +8� \ / \ \ \ DRAWING NO. 3oF3 PROJECT NO. I t2.5 DEDICA TION KNOW ALL MEN BY THESE PRESENTS, that Emma S. Hawkins, Edgar Bueschke, Louise E. Bueschke and Midilome Inc. have caused to be platted into lots, blocks and streets the land shown hereon as " MIDILOME SEVENTH ADDITION" and described as follows: That portion of the NE 1/4 of Section 33, T. 25 N., R. 44 E.W.M., described as follows; Begin at the SW corner of Lot 8 Block 3 of MIDILOME 6TH ADDITION, as recorded in Book 19 of plats, page 90; thence S89 °48'55 "E, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet ; thence S26 °40'38 "W 155.67 feet to the South line of the NE 1/4 of Section 33; thence N89 °48'55 "W 1075.37 feet ; thence NOO°11'05"E 531.13 feet thence N20 °49'09 "W 179.47 feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Book 15 of Plats, page 35; thence the next -two courses and distances along said line, N76 °44'08 "E 176.25 feet; thence N61 °37'35 "E 171.99 feet to the west corner of Lot 1 Block 4 of MIDILOME 6TH ADDITION; thence the next eight courses and distances along the Southerly line of MIDILOME SIXTH ADDITION, S37 °12 "E 220.26 feet; thence N39 °00'44 "E 68.17 feet; thence S57 °33'34 "E 127.86 feet; thence S81 °16'31 "E 54.20 feet; thence S59 °33'43 "E 124.68 feet; thence S18°06'36"W 38.38 feet; thence S87 °59'39 "E 205.48 feet; thence SOO °26'00 "E 332.87 feet; to the Point of Beginning. Situate in the County of Spokane State of Washington. No more than one dwelling structure shall be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots. ownerships. or building sites without first filing a replat. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district , County Building and Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. Public sewer systems acceptable to County and State Health authorities will be made available for this plat and individual sewer service will be provided prior to occupancy. Use of individual on -site sewage disposal systems shall not. be authorized. The owner(s) or successor(s). in interest agree to join in any county approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, construction. maintaining or operation of stormwater control facilities. Use of private wells and water systems is prohibited. Lot 1 Block 4 as shown hereon are dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Utility easements are provided as shown hereon. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage swale with a live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. Individual driveway-access permits shall be required prior before issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineers office. The property owner or his representative .shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for' maintaining drainage facilities within said easements. The streets as shown hereon are hereby dedicate to Spokane County forever for road purposes. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and the Spokane County Flood Zone Ordinance. Purchasers of lots 17,18 and 19 in block 3 of this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of these lots within the plat in the area of Special Flood Hazard. This condition is applicable to driveway approaches, driveways and private roads constructed on the site for access. Lot 20 as shown here on is a non - buildable lot, and no residential structure shall be constructed thereon. The lowest floor, including basement floor, for any structure shall be constructed according to the re- quirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. N I,TNESS WHEREOF, We have hereunto set our hand and affixed our seal this day of N bow- , 1992 / r E. . eschke � •ui- = esid Edg -'` Bueschke MIDILO I INC. This map correctly represents a survey made by conformance with the requirements of the Spokane %/ 1 , Emma .• Hawkins A � 4.f `I' t l UR VE YOR 'S CERTIFICATE Charles E. Profession - secretary . k . rection in Ordinance. 11)3) 92. L.S. #9967 d' Surveyor 3?% .FOUND R.R. S'IKE W /'x" 2 - - \ ' 1 M\p \\ .OM' y. 2 13 D \ O p N o m 1 \ \ 150 \3' 0 Spokane County/Treasurer ta U, 0 r 0 0 co u; tr ro SPOKANE COUNTY TREASURER ' ; ._.. / r Examined and approved this f_ , , day of 1992 t SPOKANE COUNTY ASSESSOR , Examined and approved this ... ' `;' day of ,' .c r ,� �� ° ,� 1992 Spokane County Assessor Spokane County Engineer Spokane County Utilities Director SPOKANE COUNTY PLANNIN Examined and appro ed this Spokane Cou ty Spokane County Commissioners Chairm .o 5 13 00 2 \ �o \ O \ 2 1 A9 g6 .0 P5�1 s 3 4,4C u t's \ 4 i ce\ 7 -1$ 9 •'45 W R \ � N b� b•1 o ct •:ti °. � - 4' 12 o . i S. i• tic 1`'4- ' J lx� io / 2 •e8. / 13 �� 26, MW .0 co ti � tiR o ^ 5 ti Zs�• O O d r) " s • • e " • • • " 44 all • r 2 - � tS \ u �;\ .. s69 • " 3 18 5 69 0 07 4 ti 21165 5 O 56 9 0 6' 111.02' a l 3' 583DRAINAGE '44'17 9 "e W R ,� \ � UTILITY EASEMEN SPOKANE COUNTY ENGINEER Exami and as +roved this / day of SPOKANE COUNTY UTILITIES Examined and approv d this i‘11 day of nning Department Director \ � O - 5 OeV -/ .•c' \\ 3 \\ \ \. 2 �\i \ \ � \0 \ \��_ \ PL O \ 3 a 77.03' 170.70' L. c PC ) O v i ) w • Cl !) • 11 co , o day of v 1/��l3 �EJ� , 1992 SPOKANE COUNTY HEALT Examined and approved this - day of 7 4 V Pt v E R , 1992 14-'4) 4f4nt S pokane County Health Dist> t Officer , 1992 , 1992 ��6 SPOKANE COUNTY CONEVIISSIONERS This Plat was approved and accepted by th- . ounty Commissioners of Spokane �, Washington on this �7 day of ;�:,.:, 992. 0, s F s 105.10' 102.82' • N89'48'55 "W FOUND RJR. SPIKE 'W / "X Co 4 3 A• • 109.00' COUNTY OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this day o , 1992 31 ",6 2Z.. S $ 9 . 2S 2S 0 7 co / s z • 81.00 r oi r) UNPLATTED O / 01.12' 1 8 320' C .� 1 0 6I z R co S87'59'39" 1 205.48' 105.48' 110'B0:0 4_ _ cA 7' �p AVENUE R =50' �Iw in 0 t 0 0 lzz 25 25 O O co 85.00' 1075.37' 100.00 I .o Q 0 : , Q , S \ 3tK `- s \.l \ 111.22 9.27'52"E( n ' o 7 '47'43 "E R) °- 134.48' 2 1 I S89'48'55 "E O 0 h L 1 X15:45 0 85.00' -0 STATE OF WASHINGTON) SS COUNTY OF SPOKANE ) N- DD V O 0 75.00' 0 0 IV o) ° 0 r w w 105.00' ` 40TH 2 0.00 c w N 89'48'55 "W AVE. N89'48'55 "W _0 5...00'. T - _ .85..0a._ - 95.911- - - -F O ' u) m w 0 a o ' i1) o 16a 17 O 0O O Z us r7 1 0 0 'Z ~ 0 0 o J in r 6 7 8 49.55' S8948'55 "E T oo 0 FOUND R.R. SPIKE W "X i. lb? M DILOI■AE 6TH ADDITION cot 164.60 On this - day of Noueilolhei -1 cr o p \/ 2 5 ..: .›- u l EASE N T :o r R - IR E IE IpAT ' s : Eys s N.ra SETBACK f";:-**. so 4 -t • it I 21 Z1 z1 2 ACKNOWLEDGEMENT 100 separate property, Louise E. Bueschke as her separate property. and Edgar Bueschke and Robert Tomlinson, known to be President and Secretary of Midilome, Inc. , as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporation on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any ) is the corporate seal of said IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires 1 193 Notary Public in and, for the State of Washington GRAPHIC SC ALE 100 200 1 inch = 100 ft LOT AREAS LOT BLOCK AREA 4 1 11,340 SO 2 2 10, 758 SQ. 10 2 10, 283 SO II 2 10, 161 SO 12 2 10. 161 SQ 13 2 10, 877 SO 9 3 16, 291 SQ 10 3 12, 428 SQ 12 1 3 16, 837 SO 13 3 17, 392 SO 14 3 13, 936 SO 15 3 12. 639 SQ 16 3 11, 475 SQ FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT: FT. Fr. FT. AUDITOR S CERTIFICATE Fi Led for record this day on page at. the 'request of ' oag Set rebar, cap no. 8642/9967 or as noted • 11 Found.1/2" rebar, cap no. 8642/9967 or as noted Subdivision Boundary = SET I/2" REBAR CAP NO. 8642/9967 A Nikon DTM-1 total station and a one second Jena Theodolite with Mac EDM was used for this survey R = 20.00' T = 20.41' L = 31.82' R = 445.00' T = 50.01' R 410.00' L = 90.61' LEGEND CURVE DATA T = 20.00' T = 7.32' L = 31.42' L = 13.62' 410.00 12.51 25.01 BASIS OF BEARING FINAL PLAT OF R = 20.00' T = 22.39' L = 33.67' R = 20.00' R = 15.00' L = 27.76' L = 21.34' R = 445.00' T = 64.21' L = 127.54' R = 410.00' T = 115.72' L = 225.56' = 39'41'58" R = 445.00' T = 160.65' L = 308.33' TEIMTop of Fire Hydrant NW corner of 40th and Robie, ELEV. 2013.55 The bearing of SOO°26'00"E along the West line of lots 5,6,7, and 8 block 3 of MIDILOME 6TH ADDITION as recorded in book 19 page 90 of plats is the basis of bearing for this plat. MIDILOME 7TH ADDITION 4. PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON "Mr 93 4 SA7 /SS. UHE.H I 13F 0 0 2-C1 1 1 E .7. • • •••.. •... .:•• ASSESSOR .4-04c. • • 1 • ,DaZ12111. SrMISNM .11100.• ■=2•11 .,11111M • . • r. . •••"i, • . ' • ' F:11.1"it- 347.2 .392 J - 4=1. ••••-,•,:: • TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE // LOCATION OF DR IVE WAYS 4 Ave.,, Li. 4o-L Avg . , t- 4 o Ti Av . , Lt. 40T-11 Avk.. , Lt. 40TH A';e. , Lt. 40 Gt , Lt. 40 C.`l' Lt. 40T" _C+. R. 40TH Ct. , Rt. 40T" Ave. , l.. -t 46 Ave. ,R•t. Union Ct. , Rt. 40 Ave., Rt. 40 P v e., Rt. 40 Ave.., Rt. 40 Ave., Rt. 40 Ave., Rt. 4o Ave. , Rt. 40Th :Ave. , Rt. - - -- - -- 46 Ave., Rt: 40 Ave., Rt. - - - - -- Un'ton -CA Rt. - - - - -- Developer Sta. 11 + SG Sta. 12 +602 Sta. 13 +08 Sta. 3+01 (C. 16' DRIVEWAY Y ) Sta. 3 + 28 Sta.. 4-i-13 sta. 1+18 Sta. 7+ Sta. 8+91 Sta. 1+25 Curb Sta. 2*o8 Curb Sta. 2+2 t Sto_. 1 + 33 Sta. 12+4\ Sta.. 8+07 Sta. 3+81 Sta. 5+54- Sta. 4+71 Sta. 3+98 Sta. 3 t IS Stagy. 8+84 sta. 9+G1 Loft 3, Btock l Lot 4, Block I Lot 9, Block 2. Lot S, Block 2 Lot 7 , Block 2 Lot G , Block 2. Lot 5 , Block 2 Lot 3, Stock.2 Lot 2, Block. Lot \ , Sock 2- Lot t3, Block 3 Lot 12, Stock 3 Lot G , Block 3 Lot 5, Block 3 Lot 4, Block 3 Lot 3 3 810ck 3 Lot 14, Block 3 Lot 15, Block 3 Lot 11, Block 3 Lot 18, Block 3 Lot 19 BIoCk 3 Lot II Stock 3 Single Barrel Drywell,1" Me 'Frame. T Gra+ SpoKane Gown 5 5+40 Grate, A S t a y g d P rd 25 Right, 40TH Ave. Etev. 2.oto 2 - Pouble. Barrel Drywel , Type B Metal Frame 4 Grate , a 3 Spokane ounty Stan Parcl S �o-t 25' Rig -- , 4oT A ve.. Sta.. 4+45, 25' Left, Unio Ct To? of G. raa Elev. 2009 Double Barret Dr Metal Frame T Grate Spo,ko.he County St St 4+00; 25 ft, -4• t T ofGrote , Elev• 2.0 S 5+15, 2S' Left, 40 Sta.. o*5o, 25' Left, Unio Top oP Grate, Elev.' .04 14 AS IN II ) T yy p e . n r d 3 '2 DovCbte c, Meta\ F Spokane � 4 St G* 35, a G +GS, ToP . of Grote 125 \ _ Curb 0?enin.9 G'wide, 6 "dee e Low pk. 5` 1P arrel Dryw►ts,Type B vne. T Grote,Ty ?e. 3 okr1ty 51 andard ZS't -eft, 40TH . .E 25' Left, • Av Elev. 2 - -' Scale in Feet NI M1111111111111111111111111111111 E� 50 100 5ivtgt= Barrel Drywetl T e A Metal Frame T Grote ., - Type 3 Poka e. County Standard sta. - 5, 25' Right, Union C-t Top o - f G ate. , i✓lev. 200l UNPLATTED Curb Cu IN To? Cvrb Barret Drywall pe. A Frame T Gro.+e ) - j - . e 3 vie Coun-ty Stay ,• rd O 50 , 25 Le-f t , 4o T H Court of Gra -te, te-v. 2o12; ble 'Barrel pryweil . +, ,4oTH we. C r 85 at 25 e. , s1 2 Cp1°535 /Gurb opera. e 3'w1de,G'd :. 0+38,40 Cour+ S = S DETAIL: TRANSITION AND CURB PROFILE Driveway IN CURB AT DRIVEWAYS OPENING LOCATIONS Varies TYPICAL DRYWELL LOCATION NO SCALE AVENUE I I >✓xisting Double Barr et Drywall I Double Barret D` ywelt ,Type 13 Me-tal F rame Gtrate T Type 3 Spokane County Standard Sta. 14.- eft, 40TH •;"ve. 1 p Grate Zot1 /G Ease ment ZO t Curb Cut � wide, G" deep, 13 +` 59 ) righ >and left f I e Barret Dr t,Ty ' al F ravne y .1. i ko o k )9 3 o Gouht S ko cla 0:..1 B+70 , 25 `Right, 40 Ave . p Grate, •Etev. 2oto TYP AL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE TYPICAL SECTION: STA.11 +37 TO 5 +62 TO � STA. 4 +21 , 40 STA. 1 +25 , UN Top of Driveway • •O1G, FT. /FT• Cvn in.) 0.133 FT. `�r_ CHECKED BY Normal Swale Slope `- Swale $okkorn I tl Stope,vnin./ 3:1 Slope, moot. frown top of driveway to bottom of swate DRAINAGE _SWALE STA. +32 , 40TH AVE. STA. 6 +52 , 40TH AVE. TN AVE. TO STA. 1+25 ION ST. TO STA. 7 +08 R/w FT; /F t Double �g•� \ ,Drywall G' deep, curb cut \__ . Concre.te Curb 4' WIDE Left LOT I ,;BLOCK 2 , Right LOT 6, BLOCK 3 , UNION ST. LOT 4 , BLOCK I 40 TH AVE.. LOT 9 , BLOCK 2 ( II r 4- Jt (11 21 : ;+ 72,., (D L yu,,,I r D .- Covlstruct \D wck.1,�C \ wide 3 5' N ` OPEN 'SPAC �.\ Grass 'Pe.s.ola � -'Future Mid1l•40i11e, ?A ). Q S�'y s Covls odded eort r1�i ; across Sw • at S-Fa. l3 t.8 i s ineers, CIVIL ENGINEERS & SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 M m Curb Ope.vting ( I wide, G"dee? E.R. o-1- 25 3 ' •00 - 3.00 Zs. 5 2.49 e Barrel Drywalls, t Frame #Grate , avie County Stan Gk35, 25 tuft, 4o Gn t G5, Z5' teFt, 4! 0.0 Grote Etev Z Cv,rb Opening G wide, G deep el-ow pt. 5-to. +5• 2015 2010 201 2010 INIMINININININ VITMK ill /■Ms. ® ®® IMINNININIIIIIMMOMMININSINNNIMINIMMININIMMNIMMINIIIIIMMINIIIIMMININIII IINNINIIIII ffi �G� ®- ■■'■'11 =■fir EMU 11111 .1 11 INININIIIMI - ® ®� ®• r ®drs■1■O� 0111111111111111 li ® ®SIE ��e ® ®_ -,, IIMI l ® • 111•1111•11111O1d _ ®� ' 1!�"JA • ®10111 -• ® ..tea ®- ®11111111 ......,tl ® � _ 11111111111111111= INININNINIMMIN M® ®® ®1INIMMIJ 1�i1® .._.. ®� ® - ®® . _ _■r ■N �..- ® ® ®® = ' ' ` ® ® ®IIMM® ® ®® - 1111111111111 . Mai I• 1111111 INNIMINININNIN 111111111111111111•11111111® 111111111111111111111111111 ® ®® 3- Double go,rrel Drywells,Type. 5 Metal ' Frame Grate., pe. �t S poK ,,an e County Standard - sta.' 44.` tic) 25' t e. :1-0"r" Ave. Top o-C Grate, E=lev. 2011'22 -t Sta. 5 S, 25' I e 1 - 0 1 - H Ave. 5 0+50,2.5' le - f't', Uniov 51. Top o Grate, Etev.. 2 pr,o4t 142Aa3y' N 4 ?° 7428 ype g�3 G. , L, 3 �1' ard' "Me.. Ave. 9 1.45` "1(0.38 tai 4 4- ° 28101 "E 238.52 Curve = 24 R - sa >8. T = t3 2.Z� 1- = 2610.35 e, )(I in Cinrb Cu-t 5` wide, 8 deep G 'E.R. 5+3o. 91.4B 2- Double;$ar M e-tat Fro; SpoKoane C. 5-1.a. -- Z5 ) S-t 4 +45 Top 0-F Grate el Drywetl, Type. l3 e T GrateT e 3 un+y S 25' r tght , 40TH Ave 25' lef Uniovt C Eke-v. Zoo9 .00 Curb 85 0 5 wide, G" de.e. 4+6 6.45 Curve. 0 = 31 ° 31 1 1$° R = 41o.00 T = 115;72. 72, L = Z 2 5. 56 Single Barrel Metal Frame 4- Gra S1?oko,ne County Sta. 4+ 55 25 Top of G a to NM 113 Sir9te Barret Drywatt)Type' p -- Me Frame T Grate -T'gpe 3 5poKo.ne. Couvtty Standard 5to.. 5 " 25 right 407 Ave. Top o-F,'. irate, �lev. 2.0‘6.05 2.0‘6.05 Drywall ype A iType 3 S*av►do, - d R i ght, Union C-t. Elev. Zoo9 = Double go,rrel Me F rame Spokane Cou Sta: 12 ZS ToP o-F Grate 90.00 1 30.00 Single B. rrel Prywelt,Tpe. 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AA- A.o do.}. too •- .ou`ado \S 1:� /'u�uA'adoIS 1.1 31VOS ON 31VMS 3SVNIV210 SS0210d 14838 :N01103S 1tfOIdA1 d M ,SI Y, u}SUO� \ �S\ .A Fos ssv.a6 t4 }!nn paano ap �� w aa9 L\ +ana P \ i dol � / � / / i \ \ / / i � \ >- \ / - j, � \ . \ i� // / / 7 - a uA a d no \ i / +u gaY17 ,AauA.A0A.svoo .. annod roDy.4.0a1 : M3IA 0N3 31VMS \\...? \ J � S\1arnF Ap uno A� 4aad O\ pD aq 1\bu SJla o�suNo .Ay .Aa r■ od Iooi.A ,}_991 : 310N M31A 3a 1S ZSi • 2:13M3S 01 01/08 SS30 011 ■'\\ (27) Ls So4-S1 - 0 4_5 SS J r 1 S LL 164-8 - ro4_5 43Z E H1017'80+1 01 g11-111.1S 0 1 'W01813373 : - 11V130 1-2k "aNV 1Vahis_AG 61.A HI Jv 'KNOW ALL MEN BY THESE PRESENTS, that Emma ' S. Hawkins; Edgar Bueschke, Louise E. Bueschke and Midilome Inc. have caused to be platted into lots, , blocks and streets the land shown hereon as "MIDILOME SEVENTH ADDITION" and described as follows 'That portion of the 111E 1 /4 of Section 33, T. 25 -N., R. 44 E.W.M., described as foI ows; Begin at the SW comer of Lot 8 Block 3 of MIDILOME 6TH ADDITION, as recorded in Book 19 of `plats, page 90; thence- S89 °48'55 "E, along the South line of said Lot 8, 49.55 feet to the beginning of a curve concave to the Southwest with a radius of 435.00 feet; thence Southeasterly through a central angle of 26 °29'33 ", an arc distance of 201.14 feet ; thence S26 °44'38 "W 155.67 feet to the South line of the. NE 1/4 of Section 33; thence x,189 °48'55 "W 1075.37 feat ; , thence NOOK' 11'05 "E . 531.13 feet thence N20 °49'09 "W 179.47. feet to the Southerly line of MIDILOME 1ST ADDITION as recorded in Book 15 of Plats, page 35; thence the next' two; courses and distances along said line, N76 °44'08 "E 176.25 feet; thence N61 °37'35 "E 1 71.99 feet to the west corner of Lot 1 Bock 4 of MIDILOME 6TH ADDITION; - thence the next .eight courses and distances along the Southerly line of MIDILOME SIXTH ADDITION, S37° 12'21 "E 220.26 feet; thence N39 °00'44 "E 68.17 . feet; thence S57 °33'34 "E. 1.27.86 feet; - thence S81 ° 16'31 "E 54.20 feat; thence S59 °33'43 "E 124.68 feet; thence S18°0E'36 "W 38.38 feet; ` thence S87 ° 59' 39 "E 205.48 feet; thence - S00 ° 26'.00 "E 332.87 feet; to ! the' Point of *ginning. Situate in the County of Spokane State of Washington. No more than one dwelling Structure shall be placed on any lot nor: shall any lot be further subdivided for the purpose of creating additi)nal lots. pwnershi.ps. or building sites without first filing a replat. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district ;, County Building and Safety Department, and water purveyor,' will be installed within . this plat, ; and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Side yard and rear yard setbacks shall be determined at the time permits are requested, The setbacks indicated on this subdivision zoning approvals are obtained. building may be varied from if proper Public sewer systems acceptable to County and State Health authorities will be made available for this plat and individual sewer .. service will be provided prior to occupancy. • se of individual 00-site sewage disposal systems shall not be authorized. he owner(S) or sucoessor(s) in interest agree to join in any county approved Stormwater Management Program and to pay such rates and charges 'as may be fixed through pub],rc hearings for service or benefit obtained by the planning, design, , construction. maintaining or operation of 'stormwater control. facilities. Use of private wells and water systems is prohibited. Lot 1 Block 4 as shown hereon are dedicated to . Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Utility easements are provided as shown hereon. ainage easements, as platted and shown hereon, which are for the purpose >d installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby :granted the right, of ingress and egress to . all drainage easements adjacent . to the public right -of- way. The property owner shall maintain the drainage swale with a live cover of lawn turf, with optional shrubbery and /or trees, which do. not obstruct the flow and percolation of storm drainage, water in the drainage swale as indicated by the approved plans. Individual driveway access permits shall be required prior before issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance' with the approved plan on file in the County Engineers office. - The property owner or his representative , inform each succeeding Purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements The streets as shown hereon are hereby dedicate to Spokane County forever for road purposes: IN WITNESS . WHE , day Louise E. Bueschke DEDICATIO We have hereunto . set our hand and affixed our 'seal this , 1992 Edgar Bueschke Emma S. Hawkins MIDILOME, INC. President .. Secretary URVEYOR'S C This map correctly represents a survey made by me or under my direction in conformance with the requirements pf the Spokane County Subdivision Ordinance. Charles E. Simpson P.E. & L.S. #9967 Professional Engineer and Land Surveyor + FOUND R.R. SEIKE WA" ' s \ N . \ \` O \\ \ '. v\ \ \ 3 ` \ % • + /' + + I + + y 1 ' + 2 + t 1 ' ' SO M E + + 5 , ■ _\ + 1D\ \ " 178. � /+I N16.4q'u 6 E n'0sIL1Ti"+n Ni \ O 1 \\- \ 0 0 M In O S83'44'17 "W R I3 DRAINAGE B . UTILITY - \ .0 EASEMENT '\ N 8 77.03' 10 170.70 • 9 11 STATE OE WASHINGTON) SS COUNTY OF SPOKANE Spokane County Treasurer Spokane, County Assessor. P k\19\ '' ■ ./� .' \ . \\ \ \ ' \ \ .- \ \ ./ \ \ \ \. 1 \ � � 1 \ \ \ CP A, \5 a cj3 \ `w 2 149 66 7 1 .5.53 • A N �CP 0 0. D' s i e N1 " 11'`' +c ' ) � .2 / \(° s8.. / , • 1 • R9. 12 �� ^� / "4, (9 ;. o o'\ •u• v c In I ; h ti �s. D 15 684 3$) „ ( o s. 0 , 85, 3'e Sic • • • . . •• " At' . O ti • 2 6 8 .\ 3 111.02' 5 690 56\14 { � \ \ 4 �\ 1 25 a c -. u_ a \ \ • i1 -19 s 5 j c9 4,,,. > 49, 16,.., ir, 0 9 �� G � 4 S 0 0 - s 4 %y6 s � s 0 ,!6 " "c ) 13 ( 8 6 .3 • s 1.1 zz .'s of '31" 0 8 3'20' w • O) CO Z r 6I 'T otss• 105.00' N89'48'55 "W _.o 4 " S.QQ" 105.48' ti 0 r t 0 A., rQ t o P 3 .0" \ ✓ ( ;4 \ A 11 . 22: • N 9 , 2 7.52 "E(R) ' - C� U ;, c 7'47'43 "E R) �T I •h i i t I S89' ' 134. 48'S5 8 25 ' � � ° ° 125 2 a - - - - • R =50' O 0 co c0 0 T 0 100. 40TH 210.00' _ AVE. N89.48'55 "W co 0 0 0 co O • • i j 15.04. _ _ _ .80 . _ _ 0 90. , + ry 2 + My commission expires SPOKANE COUNTY TREASURER Examined and approved this 1 �ry J 105.10' 0 102.82' N 89'48'55 "w Spokane County Commissioners Chairman FOUND R. R. SPIKE 109.00' UNPLATTED C0 0 •'s 55 :00 p4 15 101.12' ACKNOWLEDGEMENT On this day of . 1992, before me personally appeared Emma S. Hawkins, as her separate property, Edgar Bueschke as his separate •property, Louise E. Bueschke as her separate property. and Edgar Bueschke and Robert Tomlinson, known to be President and Secretary of Midilome, Inc., as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporation on oath stated that they are authorized to execute the said instrument . and that the seal affixed (if any ) is the corporate seal of said corporation. • • AVENUE 1 - z - 0 10 m wa ° ° 16 .. M L tri 2 b z w 2 0 0 4� In o M� 85.00' v 1075.37' IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington. Residing. at , Washington. C X hereby certify that the required t on t:ho herein platted been paid this day of 1 . 1992 day of 1992 SPOKANE COUNTY ASSESSOR Examined and approved this day of , 1992 SPOKANE COUNTY ENGINEER Examined and approved this day of , 1992 Spokane County Engineer SPOKANE COUNTY UTILITIES DIRECTOR Examined and approved this day of , 1992 Spokane County utilities director SPOKANE COUNTY PLANNING DEPARTMENT DIRECTOR Examined and approved this day of , 1992 Spokane County Utilities Director .SPOKANE COUNTY HEALTH DISTRICT OFFICER Examined and approved this day of , 1992 FOUND R.R. SPIKE W "x"- / -- - -_-. T / 1 \ ` � / , // 1 % •2 / 3 4 LA MIDILOME 6TH ADDITION S87'59'39" 205.48' I) 0 T 0 0 0) 17 85.00' land have 0 0 to 0 0 0 85.00' 100 6 7 8 49.55' S89'48'55'E 30.!41 55.19 3 ' BUILDING 0 0 SETBACK in O 18 � 19 O (/) 85.00' of C I• NI \, 2 50 . I to Fci 2 7- 3 21 20 0. 5 1 100 1 4 3 2 1 I° STRIP GRAPHIC SCALE 200 LOT 2 3 4 5 6 7 3 4 5 6 '7 8 9 11 12 3 4 5 6 8 9 12 13 16 I8 LOT AREAS BLOCK AREA 1 13.387 SO, 1 15,426 SO 1 10.417 SO. 1 10, 146 SO. 2 12,060 SO. 2 10,758 50. 2 18,887 SO, 2 16,159 SO 2 14,324 SO 2 11,497 SO 2 11,583 SO 2 12. SO 2 10, 283 SQ 2 10, 161 SO 2 10, 161 SO 2 10, 877 SO 3 12. 708 SO 3 12. 715 SO 3 15. 700 50 3 i8. 353 SO 3 14. 231 SO 3 12. 621 SO 3 13, 503 SO 3 16, 291 SO 3 12, 428 SO 3 13, 461 SO 3 16, 837 SO 3 17, 392 SO 3 13, 936 SQ 3 12. 639 SO 3 11, 475 SO 3 11, 475 SO 3 11, 475 SQ 3 11, 402 SO 3 11, 339 SO FT. F T. FT F T. FT. F T. FT. FT. F T, FT. FT. FT. FT. FT. FT. F T. FT. FT, in Led for r o.t M. In Book of Plats i Page at the request F Oat A Nikon DTM-1 total station and a one second Jena Theodolite with mac mDm was used for this survey R = 20.00' L = 31.42' R = 20.00' T = 20.41' L = 31.82' T = 50.01' T = 45.49' L = 90.61' "0" R = 598.80' T = 132.27' L = 260.35' AUDITOR'S CERTIFICATE LEGEN0 or as noted • or as noted Subdivision Boundary SET 1/2" REBAR CAP NO. 8642/99€7 CURVE DAT* R = 20.00' R = 15.00' T = 16.64' T = 12.93' L = 27.76' L = 21.34' = 1625'16" T = 64.21' L = 127.54' R = 410.00' BASIS OF BEAR NG 25.01 FINAL PLAT OF R = 445.00' L = 308.33' R = 410.00' JUN 2 9 1992 County Engineering The bearing of SOO°26'00 along the West line of lots # 6 1 7, and 8 blOok of NIDILOMB 6TH ADDITION as recorded in book 19 P Se 90 of Plat the basis of bearing for this plat. MIDILOME 7TH ADDITIc A PLAT IN A PORTION OF THE NE 1/4 OF SEC.33, T25N, R44 EWA SPOKANE COUNTY, WASHINGTON z CC 0 Reinforced Edge %Z" Re.bar - - (Tyr•) k// 1 / 1 1 1 11•1 ■■■■\ m i - o • Top CURES 360" CULVERT FLARED END SECTIONS S d0. d Plan $ -1 NO SCALE A A ELEVATION �-- 12" Dia.. COrru.caked I l Soo Metal Pipe Weld a .. 3:1 Max. Slope_ 11 Min. Slope, TYPICAL SECTION : BERM ACROSS DRAINAGE SWALE NO SCALE TRAt♦lSi - r 014 2.0 4•e - transition Curb.+, Sidewalk 1 o earth berm ( wide at top ) Covered with grass sod • r 1 1 1 Stope,rnin. / 33.1 Slope ,moo‹. From - top o-f berm - to bottom of swate.. DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS c UTTER LtnE TYPICAL DRYWELL LOCATION ( NO SIDEWALK ) E rJVE JA E Gv.RB opENtN6 10° 5 • Ftared 'End shall be tto t Dipped Gaivan L - CuR.e oFeNINGS 8" and G" Finished Swale SECTION' A -A, 1 TRAI•5I7 2.0' 4.0' Transit on Curb Sidewalk DRWewAYS G" Slope Rebar \melded -fo Reinforced Edge 100 0 NOTES lo° CEt-iENT CoWCRt_TE ORIVEWAy N A - `// 1- 1 /\ vri 5.8 0.2 o7 ` S SCAT_E IN FEET 13° 7 Irc - \' / \ \ , i \\ 3 V / \� \8 \� \ \ / �� �;\ �a- 2.4 \ Easement 100 NO SCALE R/w NO RMAt_ SWALE SLOPE 85 5.8 y • Stormwater flowing off Midilome. <oTH R/W SW ate [jp- t•�•OM 1:1 Slope MIN. 3:1 Slope t--12%... Fra.orn .Fop of 0R,vG,..rey .}.0 13o4.+om o Swale_ 2.. See �"ypical Roadway Section on Sheet 2 of 3'. 3. Vriveways and berms wilt be. construc to back oq easement as part of roadway construction• priveways not used shall be. removed and replaced with sidewalk, curb, and 'special inlets" (514own on sheet t of 3 ), TYPICAL SECTION : DRAINAGE SWALE AND DRIVEWAY c.."deep , curb cut TYPICAL SECTION : DRAINAGE SWALE ; 38TH AVE. T LEFT NO SCALE 10.0 2.00' a n 0 N 11 Swale Bottom ( Line Swale wl*h Brass Sod) 1:1 Siope,min. / 3:1 slope,maX. from -top of Driveway -to bottom of swale � i `7i / , / 200 ,�� % // \ <' ` i `'; \ 'S' % / `\'' \ / / • Addition (Basins "E.,'‘= ",and portion "3 ") will lie. within the drainage areas of - Future Mid'itome. Sulod \vlsions. Basin "G" Intel will be constructed 0. end of curb return on "future. E - • 105.48 street. Cement Concrete Curb and S'ldewalk. Spokane County Standard /.` N. N. / N N y \ / \ N / / N / 1 / jr N ZD / / /N \ j / / \ \ / \ \ '` / \ \ / .c't' % / ,.bx / % \ � , \ / / j <' \ (4- 1 \ \ \ / .< tea` / \ ``/ / \ ---, / / // \\ / �1 , \ / \ \\ \ / y/ / \x \ \ \ \\ /,. / \ / N. , \/ O / \ \ _ �/ L .....'. A .--- ---- / 38TH 3. gp "-...,.,��� -- . -_8 30.00. 50.00 Ex.Typ&' "Drywall c.r. 0.1 �, ) 2- Special C urb 2.nlets- '13" DryweAl 21. C.O.00 l 00 0 r m r 0 O o I8 I o 38TH 38 It 3 8T H 38 38 3 8TH H 3 8 T 0 0 Type " Drywall 38TH 38TH 38 • ' 38TH 3 0H T 38TH, 10 12S.00 125.00 125.00 49.55 S0. 4oco 0 / \ it \ x / \ j ?-./` /".--, , /7 -( \\\ / Ll \ / - 7 \ / // . V 7,.... / i , . : / BASIN - y _ " `' 0, \\/- ---\ 200.00 5' Curb Openings 8 de -p Ave. Ave., Lt. Ave. Ave. ; Lt. Ave., Lt. Ave., Rt. Ave., Rt. Ave, Rt. / 10 +00 W 0 • , / 0 01 ml 1 1. 8.1 0 l 0 N! ( BERM ) s . 8-k-Go Sta. 5+ 35 Stoo. 10 95.00 t2 "I .m.P. - 7 5.00 2 -T p , "g" Dry \ 0 o 1 2 5 .00 125 E :0 I25.0o 125.00 / \t2" C.m.P. 2 0, co !"1 r 1 41 / n0 rywet■ `2( 1 1 1 4 I s 1 1 1 1 I ,, • I COURT vl r• 9 0 0 0 to m 81.00 \ d E)( ./Type B " Drywelts � - Special r Curb Inlet r t ..-Con 8 4.0o 8 • Concrete e \- rn LOCATION OF SWALE BERM OR DRIVEWAY • 'Sta. 3 t o 3 Sta. 3 +90 sta. 4 +90 5.-l- 5190 Sta. 6 - i - 90 Sta. 1 t 90 None. /' I 7 1 BASIiN 0 0 o rete 1 AVENUE ♦ \ 6,80.00 0 5 11 +73 S 12 +64 S 1 . 13 +48 None None Sta. 11+89 8"1.00 Inlet 1 _ 8 87.00 I Q 16' DRIVEWAY ) 84.00 84..00 1/ 1lJ ' O 0 0 •: 81.00 81c.) 84.00 1 84.00 / IF 4.431.19 HP. 81.0' 0,0 2-G Lo I ,_ stoc k . 5 Lot . , Block .5 Lot 3 , Block 5 Lot 4 , Block 5 Lot 5 , BloCk 5 Lot C0 , gtock 5 Lot 6, Block5 Lot Lot Lot $took G Z , B1ock. G 3 ) Block G Lot 3 Block 4 Lot 5 , Block 2 Lot 6 Block Z 7 1 1 / 84.00 0 0 c 14 m° 5 0 0 • ° M / • 2- Special C urbInle'ts Type B Drywalls 84.00 I 84.00 84.00 70.03 08 zo 0 1 1,04'° 1 1 1 / III I /I ,' I I. // • r 1 l 1 \'' / i I I IV � a ,4 . ! • 1 I BASIN C " 8 400 80.01 99 Ni s • 1.3 �1 84.00 16+ Bo ' P -1, - 1111""""'" : 90.00 9 5.00 90.00 I35 00 140 8 10 l9 ` -1i 3' Curb OPe,n;,n g "deep 5,5' Curb Opening, S "deep Type "A" Drywetl 18 +10 Ex. Dr Ex. Drywall 2.5' Curb Opening 6" deer Ex. Drywall T Drywe.\\ i CHECKED BY: CE DEVELOPER DRAWN BY: 1:=II-10 • DATE N. 909 ARGONNE ROAD PH' 926-1322 SPOKANE, WASHINGTON • 99212 PROJECT N DRAWING NO. 75.00 5 1 95.00 O O M _ j oo'Q Ei... d i 8 to m ! w 3 „OO, 9z.o0 s oo'QE 1 T ' d 1 O CS i r l co co co 1 ” 3 „00,9a000 w .L 0 o 0 0 87.00 SETBACK/ 0 LINE p M - - BLOCK 87.00 -.,' 00'0 £ I co o d m NN L 3;,QO,9z�QOS`✓ 8700 w 0 � 10 ° : gg O- k 0 8.70 / 80s,._. � .// N av _ 80.01 L 0 ti ' 1 0 B7°32 46 `W IR1 99.6° • `°l ' 17q1 /3\ A ti © = 85 °29'07" R = 20.00 T = 18.48 L = 29.84 L� = 9001''00" R = 20.00 T = 20.01 L ,= 31.42 = 54 °30'18" 526.67 "271.28 =.501.02 \ . L ee \ o Jl LEGEND o = Set 1/2" rebar or as noted s = Found . 1 rebar, or as noted Subdivision Boundary A Nikon DTM -1 total station and a one second Jena Theodolite with Mac EDM was used for this survey of areas LOT BLOCK AREA 1 1 11347 SQ. FT. 1 ', 2 12,327 SQ. FT. 2 2 10,625 SQ. FT. 3 2 10,625 SQ. FT. 4 2 10,625 FT. 5 2 12;264 SQ'. FT. 6 2 11,310 SQ. FT.,.- 7 2 11,310 SQ. FT. 8 2 11,310 SQ. FT. 9 2 11,310 SQ. FT 10 2 11,063 SQ. FT. 11 2 11,420 SQ. FT. 1 3 10,354 SQ. FT, 2 3 12,570 SQ. FT. 3 3 11,989 SQ. FT. 4 3 12,148 SQ. FT. 5 3 11,250 SQ. FT. 6 3 11,250 SQ. FT. 7 3 11,250 SQ. FT. 8 3 12,542 SQ. FT. 1 4 14,169 SQ. FT. 2 4 13,977 SQ. FT. 3 4 10,969 SQ. FT. 1 5 11,453 SQ. FT. 2 5 11,401 SQ. FT. 3 5 11,401 SQ. FT. 4 5 11,401 - SQ. FT. 5 5 11,401 SQ. FT. 6 5 11,300 SQ. FT. 1 6 11,773 SQ. FT. 2 .6 11,147 SQ. ,,'T. 3 6 10,920 SQ. FT. 4 6 10,920 SQ. FT. 5 {6_ 10,920 SQ. FT. 6 6 10,920 SQ. FT. 7 6 10,920 SQ. FT. 8 6 11,616 SQ. FT. curve.. data 90 00 ' R = 20.00 T = 20.00 L = 31.42 + 4- =`90`41'55" R = 20.00 T = 20.25 L = 31.66 = 06 ° 23 1 32" = 598.80 = 33.44 ='66. 81 \ ( C / r / �i♦ Cs `/ \ y \ cap no. 8642/9967 cap no. 8642/9967 00" 6 = 89 R = 20.00 T = 19.99 L = 3 79 09'46" R = 20.00 T = 16.53 L = 27.63 ®i�Yitmgmm. h et . ' a ,''/ t9 Cx� e - l ♦ � �U , co' e 2 ' s, c ° 5 9W� R ' ` r y \ „ - s ea __--..< -� / I Oa •y .s 6�o3 L 5 4e I 7 O ea ..4/ / + Q 0 .- / 0♦ e 0 (9 0, < \ /‹.1,,,'"1 3 : A .6 � dy CO N81 °16'31 "W e D \ \ \ e \/ 4 \ / . . /'',.. \ , / / \ \/ Jai / / Gp/ / y _ i / / • ■ e ■ \ / ,3' BLOCK J 1 , 7 • \ s `a � ' . ° '9'6%; - 57 a,d Go 7.20 zoo 3 m om / tu \a. - + �i /v l CO /e ♦ - O 54.20 8e � � 0 s- �� , R /,o 4J col = 09 ° 47'06" A ='1 ° 02'32" R` = 410.00 R = 690.00 T: = 35.10 T = 6.28 L 70.02 L = 12.55 R ( Seso / / / 1 23 3:80 `38 7'H n 2723 0 30.00 50 00 O -, 3 06.v1 0 o N 0 1 07 100.00 N_87 ° 59'39 "W 205.48 0 0 e�- cl N? ro 0 0 te LU 0 0 ri M 0 0 0 0 0 0 0 0 CO L 79.90 / L -9, B -3 1.0 STRIP 200 N89 _ E 1QAQ0 125.00 t_ S 49.55 50.66 N 89°48'55"W 49.55 / e. �1 I N89°57'14"E /0 79.90 G j l ft " 1 C �0 i O _0 to O N - - _ _ - V 1 , 1 1 ! 1 1 I 1 N 89 °34`00 "E 4 125.00 1 S 89 "W 5 6 125.00 S 89 ° 34'00'W 125.00 o' ht /2 n SETBACK I 1 LINE -31 ,. 30 909 2 25 25 N 3' O eJ o a O yo SU3 ° 0 0 O sOS� ` N ° S 80 38 55 "E(R) - ♦ /��I 26 ° 29 33" R = 435.00 T : 102.40 L 201 14 0 0 0 0 0 0 0 m 25 25 M' to m l 2. w 0 472 w Ct O 0 0 0 ri 0, • • r° • N89 °3x00'E 125.00 0 0 O ' 4 °' to u.. 304 .-J iD 294.95 u 0 0 n G 125.00 / N 89 ° 34'00 "E 125.00 N89 125.00 N89 "E t 1 ° / 0 4 2 `1 ; \ i ' o v .'. 201./4 • 1 6 3 8b , LNGRES /EGRESS EASEMENT ; BASIS OF The bearing of N 00 27'00 "W along the centerline of Pines Road as per Midilome Fourth Addition was used as the Basis of Bearing for this plat. S r, v ' 3 7 th T I �\ J S86°4437IIE 14978 G`.) ' 66.61 ` ,. ;o N . 0 ( 6, n oT 0 9/.00 t 84.00 84.00 84.00 64.00 0 0 m 0 O 0 N 9iJ 0 0 cts N 0 0 0 v) 1 ------ ` _COURT - - 84.17 0 - 0 2 0 0 0 SETBACK 0 z LINE z S89 ° 3400 "W EAR1NG t7 680.00 N 89 ° 34'00 "E 94.00 BLOCK CERTIFICATE AC KNOWLEDGEMENT Notary Paiblic in and for Residing. at S pia Kee r 15 a O 6 M 326.70 1 100 e 16 0 N 0 0 4.00 O M AVENUE s O 1 1 ;6 15 1 1 1 N 89°3400"E 510.00 0 O 3 Note: A ''field 84.00 he State of Washington ., Washington s This map correctly represents a survey made by me or , under my direction i`n conformance with the requirements of the Spokane County Subdivision Ordinance. l- ` ✓ ,.z.� Charles E. Simpson . .E. & L.S. #9967 Professional Engineer and Land Surveyor STATE OF WASHINGTON) SS COUNTY OF SPOKANE ) 17-1 -h APRIL 1 r.po it a. ©n tJ•t l s day of ____ _�._, .991, b...-1- me personally na y RP earad Louise E. Bueschke, who has power or a- 11ornec + Emma S. HaLiKir» as her sepera4e proper4- ,Lou E.BueschKe. as her . epera -><e pr Edgar Bueschke as his separate property; and Edgar Bueschke and Robert Tomlinson, known to be President and Secretary of Midilome, Inc., as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers of the above corporations on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires 8(1(93 O 0 4 40 ° 0 0 rave 84.00 84.00 0 100 SCALE IN FEET. E e 1 9 1 40 to 0 0 0 1 5 0 0 M O O L 0 0 z 25 0 0 r, N 0 0 0 25 S 62 °4 57' 17 "W 55.51 ' cc co N 0, M m 84.00 ri tD 200 O O 0 84.00 1 70.03 --19 vi 135.00 S 89 ° 33'00" W 135.00 .001 ♦ -LOT -2, B-1 • 1.0 STRIP e ee \ N 90.00 25 J t° ° a1 I 9 w N 95.00 ! / N- rL "N 2' 0 0 • 0 C.� 30 ' 0 a W a was used for this survey 0 0 4t 0 0 0 0 en FOUND SQUARE HEADED BOLT RP's 1.. TACK 9 TAO 706 IN PP N60 54.73 2. X IN SIDEWALK N 45 °W 42.52 3. CONC. NAIL IN CURB MASTIC S 26 48.87 12.94 m FOUND 5/8" REBAft' 34 RP's 1. I/2" REBAR ABC CAP N t ° 36'W, 20.00 2.1 /2 "REBAR ABC CAP N 88 ° 08'E, 20.00 3 NW CORNER OF PUMPHOUSE 945 ° 03'E, 207.50 COUNTY OFFICIALS T hereby certify that the required taxes on the herein platted land have been_p this day of , 1991 t r k ` F t 1 by ' County Treasurr Deputy Examined and ' approved this r day of ' ‘ , .. by Spokane p.ounty Assessor Deputy j Examined and approved this , -; day of • rt : Spokane County ' Engineer Ermined and aproved this Spokane County Uti]$ties Director, Examined' anus approved this day Spokane CoUnt,y Planning Department Examined and approved this Spokane County Health' District Officer Examine` and'‘ approved this day Spokane Count'Y Commissioners Chairman Director day of 1991 ' 1991 " 1 1991' DEDI KNOW ALL MEN BY THESE PRESENTS, that Emma S.: Hawkins, Edgar Bueschke Midilome Inc have caused to be platted' into lots, blocks and streets "MIDILOME SIXTH ADDITION" and described as follows That portion of the NE 1/4 of Section 33, T. 25 N. R. 44 E.W.M.',, described as follows: Begin at the SE corner of Lot 13 Block , 2 of MIDILOME 5TH ADDITION, as recorded in Book 18 of Plats, page 100; thence S 00 ° .27'00 "E 265.30 feet along the West right of way (R/W) line of Pines Road.; thence S 8933'00"W 135.00 feet; thence S >6247'17W 55.51 feet; ° e thence S 83 17'38tW 179.85 feet; thence S :89 34'00 "w 326.70 feet thence S 00 275.00 feet; thence S 26 124.90 feet to the beginning of a o n nta e n nt` curve conca ta` g the Southwest, with a radius of 435.00 feet and a radial bearing of N 26 ° . 40'38 "E; thence Northwesterly through a central angle of 26 an arc distance of 201.14 feet; thence N 89 ° 48'55 "W 49.55 feet; thence N 00 26'00 "W 332.87 feet; thence N 87 ° 59'39 "W 205.48 feet; thence N 18 °06'36 "E 38.38 feet; thence N 59°33'43 "W 124.68 feet; thence N 81 ° 16'31 "W 54.20 feet; thence N 57 ° 33'34 "W 127.86 feet; thence S 39 °00 "W 68.17 feet; thence N 37 ° 12'21 "W 220.61 feet to the Southeasterly line of MIDILOME FIRST ADDITION as recorded in Book 15 of Plats, gage 35; thence the next two courses and distances along said line, N 61 ° 37'45 "E 170.22 feet; thence N 46 ° 57'52 "E 160.19 feet to the Westerly most corner of Lot 5, Block 1 of said MIDILOME FIFTH ADDITION; thence the next ten courses and distances along the Southerly line of MIDILOME FIFTH ADDITION s 39 83.34 feet; thence S 54 ° 46' 23 "E '138.04" feet; thence S 76 1 38.04 feet; thence N 89 °57'14 "E 79.90 feet; thence S 00 ° 26'00 "E 135.00 feet; thence N 89 "E 294.95 feet; thence N 00 ° 26'00 "W 77.24 feet; thence N 21 ° 49 1 11 "E 67.42 feet; thence S 86 ° 44'37 "E 149.78 feet; thence N 89 "E 510.00 -e f et to the Point of Beginning Situate in the County of Spokane, State of Washington. , No more than one dwelling structure shall be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat. g The ubl ic water stem pursuant the WATER PLAN approved `b Count P system, P by County and State Health authorities, the local fire district, County Building and Safety Department, and water urve 3 or, will be installed within this lat and the subdivider/sponsor will rovide for P e provide individual domestic water service as well as fire protection to each lot prior to sale of each lot and ,prior to issuance of a building :permit for each lot. Side yard and rear yard setbacks shall be determined at the time building Permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning ;_,approvals are obtained. Public sewer systems acceptable to County and State Health authorities will be made available fo this plat and individual sewer service will be provided prior to occupancy. The owner (s) or successors) . in interest agree to join in an y county PP a approved Stormw ter ` Maria nt Program and to pay such rates and charges as may be fixed through public hearing. fO service or benifit obtained by.-the planning design, construction, maintaining or operation of stormwater control facilities. Use of private wells and water systems is prohibited. Lot ', Block 3; Lot 2, Block 1 and Lot 4, Block 4 as shown hereon are dedicated to Spokane County unty to be deeded for road purposes forever at such time as adjacent property is platted. Drainage easements, as platted and shown hereon, which are for the' purpose of install operating �' g and maintaining drainage swales and drainage facilities to dispose of runoff, are" hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements ` adjacent to the public right -of -way. The property owner shall maintain the drainage swale =ith a Live cover of lawn turf, with optional shrubbery and /or trees, which do note, obstruct the' flow' and percolation of storm drainage water in the drainage swale as indicated by the approved plar:s. I;idsvidual driveway access permits 'Shall`be :re required prior Y P q p before issuance of a building permit for driveway approaches to the County road system. This approach shall be constructe in`acc PA � oxdance with the approved plan on file in the County Engineer's office. , Direct to Pines Road from 'L0 8 Block Co Arid Lo 1 ' Block 1 Is prohibi .ed. The streets as shown hereon are hereby dedicated to Spokane Count forever for road Par Poses. County P. P Utility easements are provided as- shown hereon-. f4'• The °roper4j oc,�ner car his repreer,•fa•1-Ea. shall in -for H och s �r ee_din purchaser o oon _ �I1e; rc� e �t Ara l �s res cnsi i 1 9 £ ._ l drama-9e ea �nze+ k r F P b I4fy _ ,- or maln-l-alntn3 dralr,a e `fa411.lases Lori-hl said easen `� err IN WITNESS WHEREOF, We have hereunto seq. ou. pee 1 1991 1991 1991 , ] . 991 • fi • x' -4-3 Louise-i . /BtYeschke ;/ :zed / SPOKANE Edgar Bueschke 7 - - r. , , ;,.., ,, .i7.42'2.6"- MIDI!. ME SIXTH ADI)1 4 PLAT IN PORTION 0 Secretary FINAL PLAT COUNTY 'WASH I N Louise :1 11 . eS° the 'land shOwn e ecie hand and affixed our seal this F7 day RR SPIKE W/CROSS tsi 0026'00"W 3- Double Barr Metal Fr S p okay\ e ( Sta.-34 . 85 Top of Sta.. 5+ Sta•O Top Z5 1 t,...,., Ave. ✓ ‘.9 I v.:Zolt l 0 7" Ave. Double 5 Me Fro. SFot.ca.ne. Sta. 6 5-t a. 6+65 "Top of C-t 3e.15 Go _ \.3\ ? N _ S 8.., rret )'Tpe 8 1- me Grate T e 3 • Cou.vrt't St to dard •' , 25 eft, ? 0" Ave. , 25' t 40l Ave. ate, US \./ 11 -fi Cour 6 2 - Douarrl D M al Frame T Gtr. -i Spoko:+ne Co S Sta. 12+20, Z5' left, •tc? rt of G.a-e., . Elev. . 5--a. B 13k S Z5 ef Top of Grate i Elev. , % 0 �$ 1 = Stop Sign T Road Name Sign: Spokane. County Std: '1I = goad Name Sign: Spokane 'Coun y Standargil, Ail signs sha11 be located as speclf ied in - the Manual of Uniform Tra-F1 c Control Devices. Street .signs shalt be installed after -the instal /b.tion of the Carb and FaveYnen-t. Utilities shall be. relocated Prior to covls+ruckton. Z'L'c ref �rgwell,Type A- ne #._Grate , Ty.pe 3 ', • my Standard ZS' ri•ht _..1 Ave. ,/ to , EI 1 1$ o 15 .1677 FT. - Swale Cevnent Concrete Curb,- pe. A It Spotco.ne. County Stamtd.ard . x5 — Aspho.Ii Concrete Pavement Class `g"; Z" aovnpo.ctea . Depth •sphat Cont ent 53444q to G % 6 . 4 . S 5 1 . Si Ste Ba Me Fro. e SpoKane C •ui Sta.Ot50; 2 To of Crate, rushed dicing ,Top Course. G" Com Depth (wa.n.oT• Spec,) TYPICAL - O - ECTION NO. SCALE Drainage Top of Sod Swote 'Area. - to be sodded each -horns budder. ' E? Stivi9 Curb Cut � P u Sar br gwe�.tl / . R 9c 3 t. 5' wide G' "dee 111 .'t c ExtSt.ivi Do ble . Eic.is -ling " Curb .:Cut' 5' wide, G" deep .:. Sta. 1 + 20 to t+ 2.S E)cis garret •Dr9well 1t_Z'C4.... �• 14t98 :97 0 W u V W S u h z 0 w _ 0 W W Z p V o lr a• W n - • W 0 [ Iry . .(� a to 0 O aD 0 Z Z N rn HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND..PROFILE•FULL LINE 'TELEDYNE . . PRINTED IN U.S.A. 50 Scale in Feet 50 Founded 1946 z mpson Engineers, Inc. CIVIL. ENGINEERS & LAND :SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH .926-1322 DRAWN BY I _ DATE CHECKED BY r 1.DATE 1 • .• I DRA>h7N;G NC.. PROJECT:. NO. . 12.500 . • • somarnommilleil ��mmor �J�•1• Li UNIMAsI a�� Is �- ate VIIIMMIIIIIIN Wain alliMil agas` —amv-Ai rte■■ eec: liras IIMMOIlIM'�® /MEM= di me mamma r IMINIMEL 10 la IS 0 mo w. 0 Vii ?O1 S . ., MI DI LOME: 7TO ADDITION 40 •TH. AVENUE .. Developer ■ 1 ■ 1 I 1 1 1 1 1 \DID 5)1°- Date 13° • • 1 te'v 9 p v Double Barrel Dr e Frame Grate Spokane .Count 5 -. 3 -1.85, 25' Lef "Cop of Grate , Elev. Sta. 5t 15,Z5'L t,'0 Sta. 0-t50, 25' Left, Top O Grate, Elev. Single Barre( Drywall ;T - A Metal Frame. T Grat , T e SpoKaine Cozen Starl 5 -t 54.2.6 2'5' Ri40 H Ave. Top o 2-Double. Barrel Drywel Metal Frame $ Grave' Spokane. County Stan Sta• G-t-4o, 25' Right, 40 Sto- .4+45, 25 Left Top of 6. Cur 7 s 4'wade, E.R• 4 • Barrel Drywall ) Tyre. A Frame K Grate. ,'Type 3 e Coun - - andard 5, 25' Right, 'on ate , Elev. Cur 73' w i 2 5',L Ele 4 1 Z- Doubts bar Me-ta1 Fran Spokane C c Sta. tZ-t o, TopGrat 1 Sta.13 +50, a Top Grte, • \r 96..41 • Drai �no.9�,i 10 7 �; O% ,� \\\\ ,ii\ \\ \ 9.09 to • \ �r 5 1 04, i \ \ r6 Curb / Vanes / Asphalt Z- \ �51ope $teaks --/ / l� i / 15 • Cov.c lens* 12` wi / 2 eke Ap ron 'for o. curb Cut 4" t1•t i cK it e 5' weds , Type 3 r ,T re 3 4 n dard .'+;/ fi> -rvi Ave (/ UNPLATTED sa - . /Curb Cut N • I ^ St. % <9 ' ■ 5- G /3 , � D r al� PLAN / E., Sivlgle e -re \, Dr 3 e. Ave. 5' BASI 3 2.0" o • t / • / / � ti/ 0 • / / , - N / } 1 lso Single Barre\ Drywell pe A Metal Frame ' Grate, T 3 Spoilt ne County Standard Sta. 0-1 ` eft, 40?N Court Top o G rate , E l 7 Top Cvrb E.Kis't■ng Curb Cut 5' wide.., 8" deep _ E.R. 5+30.13 13 "c" . Curb opentn9 2'wiae , G deep As WE. R. 04 , 40 - tt► Cov.rk ent PROFILE -:�-4 VENUE ti H■gh Point Sta. \b + 5O DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 1 2.0' Transition r Na) c. . Cl utter line fry S.o d 105.0o DRAINAGE MAP Drivewa i A Curb opening TYPICAL DRYWELL LOCATION NO SCALE di In 1 Varies 10.0 rlo 99.39 3 . ..BASIN j L Driveways, !c "� b Cur OQenings, G" s.5 -e 1 j Dr -ywet1 Curb Opening 2' wide, G" deep e Midpoint 15 16 17 10 - 2.0' BASIN 2 1.5 Ex ing g a r 18 AVENUE 3 q IDILOME 6TH ADDITIbN el D -k unt 5' t e-V . e l3 Dralna9e. -- MIDILOME 7TH ADDITION Double. Drywall ywelts,'Typ B ate. ,Type 3 Standard 8 'K Ave. "Av e. 13, ; 90 ` PG: 13+09.39 • asemntnt 2 010 Cur 3' wide, G 2 ning ep @ E.R. 13 +,G3. 9 1- 0) d W Cement Concrete Drivewab 16 5 • —1 TYPICAL SECTION DRAINAGE SWALE AND DRIVEWAY NO SCALE TYPICAL SECTION: DRAINAG NO SCAL R /w- To? o4 privewo. 0 to' to \i tY 13' 7 %20 13 °.11' F T, /FT 15 l 1 1 5 1 1 7 13�' —' 1 ."( .t4- 0 I 1 de 1 ( - Exis ting , c Curb dee' ut C 5 ut� z ut`1� 1 5'wide,' creep 54a• o +o 1.+25 / \ 1 j�EXtStin� Doube. $ \ ` arrel Drgw II 1 111_'T.4. \ \\ OPEN 'SPA Ckf --P. M■ r.* cli . V ° c t rn t \ TPA% oi,S 'nips on Engineers Inc Founded 1946 CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-1322 DRAWN BY CHECKED BY Swate Bottom -frona top of driveway - to bottom oi swale cts 1 .5 DATE DATE • Curb OT Concrete 1 DRAWING NO. PROJECT NO. 2 - Doub M e S pn -t 0 0 N 91.45 1(0.38 91.45 5 2.4.9 e Barrel Drywells 1 Frame - Gyrate , ane County Stan .GA tef 4o . G +GS 25' te 4 P of Grate ., Elev. 2 SS.c 2 3- Double Barrel Drywelts,Type B Metal Frame 4 Grate , "Ty pe 3 SpoKane County Standard .-- sta. 3 25' le. 40 "Ave• Top of Gr•te., 2.011.% 1 5*a. 5-1-1S, 25' 1 e 46 Sta. 0+50,25' Ie Uni �^ Top o F Grate, i✓tev. Ave. n art. 010 47.80 88.00 ld 4-4 238.52 , Curve D =24 ° 54`4" R = `'598.8o T = t 3 2.2 1- = Zao.35 MIME mom MINIM 1111111=1•11111111111111111111 MEM M11111111•11111 1111111111111 MIIIIIIIIIIIIIMIIIIIIIIIIIIIII 111111•1111•1 MIME IIIIIMM IIIMIIIIIIIMMNIIIIIIMIIIIMIIIIMIIIIIIIMIIIIIMIII MIME �■■ =� -- MINIM 1111111111111111111111111111Mian 111111•110 O11111111111111111•1111111111111111 MIMEO IIIMMiliMMIIVIIIMMIMIIIIII !Ll ®______ 7 i I=� — I_ IMMO 11111M111111111111111111111111111111111111111111 MM1111111111111111111111•1 MIEN 111111■1111 MIMEO smessmosamommmmiummisommos imaaamonesim ■■■�►_ ___. sow 2015 ismaI�, ■ ®■o11111111111111111111•1111111111111111 1RIIIIIIIIIIIIII■I■IIIII —■IIIIIIMM — I■ - 1-� = n��r. ■■s t —■ ic___�_� lasoli am - - IIIMM111111111111111111101111111111MMIIIII 1111111111111111111111111111111•111 M1111111111111111111111111 IIIIIIMMIMM1111111M111111111111•1111111111 11111111111011 -IMIMIMI®mss MI= � i4 - - 111111•111111— MINIM — � _. MIMI 1111111111111 1111111111111 1111111111111111111111111111 aIIIIIIIIIIIIIIMIIIIIMMIMIIII IIIIIIIIIIIII 1439 od (08.1 • mar - - �� �M�■ � a — ���I■, -�eL —� - - - .ti]L � i 1.7 N11— �_ ®M __ MIMI MINI MIIIIIIIMI MIME IMOM r 'a i Ei 1111■11M111111111111111111111111111111111M111111111111M1M MAIM MIME MIMI 1M ■ .09411•11:111111111 !!11 mow �J MIMI ® F ram. N = �i - _ - -� MIIMIIIIIIIIMIIIIIII MIMMIIIIIIIIIIMMIMIIIIIIIII 111M101111.11* MIMI MINIM !•w111111111101 IIIIIIII ■�� � �acCanr.�rerrre*.rtl:��■� �����■ " 11.111111111 1111111111111111111111M1111111111M111101111111111•11111111111111111 IIIMMINI Scale in Feet .5 c°9 ° 10 Stngle Barrel Drywett)Type. A Metal Fro.vne Grote. , -T {,e 3 SpoKane. Coun+.J. Sto.vidard' 5ta. 5* 25 25' right, 40 Ave. ToF of Grate, elev. Zoto' el Drywetl,Type B e T Grate T e 3 • unty Sto do 2 rtgh 40T Ave. Z 5' le ft, U ion C-t. Elev. zoo 85.0 O urb Openi ' wide!, G" dee ' E... i4 t 66..4 E D� Curve = 31 0 31 ' 1$` ( R ; ,410:00 T ... 115.'72_ 1-- = Z2.5. 56 90.00 in31e Barret D rywell Metal Frame 4 Gra Spokane ouv►ty 5- Sta. G-t 5, 25' Top o Grate _ MIM1111•11111111•1115 IMMIMIMM =111M— ____ 01M11110 MIMI MMIIMMIMIIIIIIINIIIMIIIIIIIII MIME IMIIIIIIIIIIIIMMIll iC.11111111111111 = 1T a MEM WMIMMIGIIIIIiMMIIMII MS • 11•11111•11=1111111IMMIIMIIIIM ■ 111111111111111r1 R' M111111111111111=1111111111=111111111111 MI IIIMIIIIIMIIIIIIMI " ■ pa= IN ammommum �' + ilk .1 IIIIIMM = l ■ f • L. 0 - *J 1 name - 1111111111111 IIIMIIIIII - ' ------- 111111.1 MIIIIIIIMEIVIIIIMIMI• IMIIIMMIIIIIIIIIIII P.r•J _ QL• MIIIIIMIINIIMIMIIIOIIIMIII .1111111111.11111.11111111111.011.1111111111110111111111 MMIIIIMMIIIMIIIII • MIIMIIIIIIIMMIIIIIIMM•111•1111:: 1� me s .. .. i ii � __ �ra� ■rte . IIMIIIIIIIIIIIIIIIMMI -• sae Wen- ELUMMI•11111111111111111111111111■91211M1 • NNW ma - ® O ����� ■® ma " M M•74 I .7[• so =1111111111IIIIIIIIII imilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimmamoomil T33H2 CIA JA93039 YAWHJIH 3kIIJ JJU3- 3J110519 O1 V1AJ9 3J0V112 -ft 3TAJ9 31IY03.13T/P . A.2.0 VII 03TVII9I9 90.00 S 13 r ret Drwett,Tpe A. M al F ame Grate y 3 .. F oKoon ; Count Sta.nclar .. ko.. 0-f 50, , 40 111 Court,i 0 Grate, E tev. 201 s g 11 / ° O 6 � �Q ' Ro � 8 o i 4,0 9 0 A 88. - --- Double Barrel Metal Frame SpoKane Cou Sta. 12..+2.0, Top o-F Grate Dryvteu ,`Type B Gra*e,T 3 m Standard 25' te-F1, 4o Ave: Elev. Zot t 2 - Coh acr rust sodded earkin berwa ss svgaile ?at Sta. _14 tS Z N _ 142.81 � mum ►1 11 L' I flZ�1B'li�� =�liJltAsa11 ®1 e — __Wsl[� 71�� ® � 4.1 ► ®relo1�71 11,11,11111relNIMILNI■ AIM MI! INN War 9111111111/1Well i101:®tTi1a1 ®9' /IMAZYtlV iiiagir.14'J IIIIIIIIIIIMNIMINNIMI _ 1® . • • 11110111111.1111111.111111 meN.NmmiNmimmrnmimummmuimmmommmiomimnaIMNIMMMMIIIIIMMIMIMIIII 1"" ."'')111111111111131M Pi - • A���t��l� IOC. ®\ 1�'1>r 1`.`.J ®G7.'1ll'i ®1 ►01L [awa$i1a® ampi TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE 4o't Ave., Lt — — 401± Ave., Lt. - - -- 4oTt Ave., Lt, - -- 4oT" Ave., Lt. - -- 40 Ave'., Lt. Sta. 9t78 4oT" Ct., Lt. - - -- 4o K Ct. Rt. s-t o . \ +15 40 Ave., Lt. 4o.T Ave. , f .k. 46 Ave.., Ft. Union Ct. 40 Ave., Rt. 2 - ou bte Ba rrel Drywe M et al F ra me T Grate , Spokane- County S-t- S-ta G+4o, 25' Right, 4 0T Sta.. 4 +45, 25' Le.f -t, Top of Grate., Elev. Z O - 9 A Type' 3 Stay tdo.rd 25' Right, 40 Ave. legit. 2oto ?S Double. Barret Dr we {ls ,`Type 3 Meto.1 Frame T Grate Spokane County S r�dard S 3 - t•8S, 25 l...e. 4• - TM Ave. Top of Gera -te > Etev. 20 ►t 9 61'0.. 5 +t5, 25 Left, 40` H Av sta. O-t5o, Z5 Left, Unio 5'. To? o 'Grate, E.l ev. 2 d ouble M e-ta1 F SPokone S-toa . Cot 3 Sta. G i-G Top of G rate 1 Curb OPenin9 4'vtide, Go de.e Low pt. , Barrel Dr ,Tke A Frame. k Grate ,'Type 3 e. County ;Standard Z5' Right Unio ote, Elev. _2o v'e T El Gro.-t ev. -. '� e, Type 3 ouv�ty Stan lo s, 25 40TH t , 40 • e. 5, 5 Left, 4• Ave. t a. G-t Stile : o.rret Drywall )T p A Meta Tame T Gra +e, 'j . e 3 : Spo . ne Cov,n•ts. Sto.v�d•• rd 5ta.. 0-t 50 Z5' Left, 4oTH To� o - f Grate., E lev. Za ■ o ble Barrel Drywelt, B St, - Btoo, 2.5' Le•ft,4oTH pi e.. `To of Cyr te. Ele v. z . 11 Cr .u.b openl o, 3' wide, (yJ Cork to' . c e -_ /t a5emen - a dded_ earth be.r at Sta. 94'18.5 C rb Cper►tn9 'wide, 6" deep e Mid Point — T9 /- 2O • tn9te Ba4it Drywe.lt, p�! M . F a vn�c Grat,Ty 3 Spakah Cnty Stanid * Sta i - Ri e ,40 "Qtv Top GJFat tev. to c2 j / i a.hstr!u - sodded erkr<berm across Swale c t4t0° LOCATION OF SWALE BERM OR DRIVEWAY ( BERM ) ( . 16 DRIVEWAY) ('t Slope,yn\n. /3: I Slope,vno t. : rove top o$ bervn to bottom o swo.le k . Lot 4, Bloc 1 Lot 9, Block 2. Lot B, Block 2 Lot 7 , Block Z Lot 7 a.nd G , Block Lot G , Stock 2 L.ok 2. and 1 , Btoc.k 2 Lot I , Block 2 Lot Zo, Stock 3 Lot l3, Block 3 Lot 12 Block .3 Lot G dock 3 r1 Single Barrel Drywett 'Fro.me. 4 Grot , SPoKarte Cov.n 5-to.. S*25 Top o Grate, 50 100 UNPLATTED Concrete Apron - For• tevtg-th o F curb cut lz` wiae x 4" tl..tick. Curb- curb Cu*IN A / N / Varies I / Asphat-t S \ope Breatcs PLAN DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE - 2.0' Transii Varies l o:o 2.0' j Dr_ywetI 2 C ovt5-truct` sodde across swate of Existing Barrel ear-th bervn Sta.. ti-t5 Double Drywelt Z- Doubts Barret D y Meta\ Fravne �G atewells,TyP,Te B 3 SPoKane Count Standard Sta. (2.-t•2o,Z5' ef-t-,40Th Ave. 8 1 Top Grate,Ete : 2ott Sta. 134. 50 , 25 Left, 4 Top Grate, Ele .. 201 TYPICAL SECTION DRAINAGE SWALE AND DRIVEWAY NO SCALE TYPICAL. SECTION: DRAINAGE SWALE:; LO STA. 4 +18 , 40TH AVE. TO STA. 1+25, UN IO ToP of Driveway C:1 Stope;vntn./ 3!l Slope, max. frova top of driveway to bottovn of Swale 0.0 VL 85 ,• EXisting Curb C.uk 5' wide. G "deep Ska. 1 +30 -t•o' -t-35 Existing Cv.�r�SCT 5'wide, So /aeep S-f-a.� o-to 1425 ExtstIns Do Barrel .Dry OPEN ' � \ \ Grass "Per�otat`ton' P.rea. \�,- \,� -future MidiTQvrte ?H PD, Founded 1946 im sori1 Engineers, Inc IVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 DRAWING; NO. PROJECT NO. 12.500 nP N 11_wJ�mrj�;IL, =f�l'a ' l Vl L/ romammoilow I [ � Er — r � ' � � � E 1 � ii IIIIIF‘11111 111 1M MI J � � sue® �- MIIIMIIIIINIIMINNIIIIMMEINIA �f1i ��i "1 yin_ i� i■�i =Now 1� i ii , iI er-��� �i'1rIiC�� iE�l� � � � �r1[11JV■�7'�■� awillowilso INEftara v.: limirramini MINIIIIIIIMINIIIIN W. 1. :1 MN= = M MI mss, ��'� c����.i�rs� r, ' � � ' I � �l i � r� 'r � � imilimma ,. 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' ■� IIIII� L�� i':. i iiC Z�1fiL -LZ RiUMNRIMINNIIIIIIIIMMINNI •• • 1 li1•�`LI � • �� Ir1'�rl l =11 MIIMIIIIIMI MIIIIINNIIIMEMB Ma 1111111=1111111MMNINIIIIII= I ramir lamium nimmur MIN — wb•J .VA MOINE Z y��� MEM il :Et VI `Mti :+►`:ilia ia<<1\. ��rCi.1:. 1II:i:1 212vMIOrel ME 1:a IMMO =MIME OINIP1MMIIIIMIll 11�i� �l11wrs*� 11111111P11111111•1111 •l:Iay:la•1• �2i =t•l= _E�: mINIII PT_ G _ l - t$.29 _// 00 1!6.76 BLOCK • 25 2 2 -025 A NORTH HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE k'TELEDYNE PRINTED IN U.S.A. N 8G° 44' : 7 , 57.16 149.78 83.12 S 87° 43'14 11 E 79.c23 83.12 51.Z` • 35.00 12.11 72•CO2.- LORETTA DRIVE N 89° 34' 00' E 11.01 74.00 85.00 90.00 510.00 174.00 N 8S° 34' 00" E 150.92 2.9E • 150.44 1\1 89 34' 00" E Z07.91 MOW Zo 2 . O- NI " -RA'A 44TH �:F!iGt t4. =• a�67b F �\ /i KO nr P 1F�E AREA DE'S /GNATE • . cN ryas: 6 /5 /-4 /5 SECTION ,QEf 90DC/CEID PROM c 14519 144/9) 1 , (4`4 A• IF 113„; o• &' -' • CHEST 3 ' CE0.4 ETERY OFFICIAL PLAT A. PR' ,SCOTT- ENGINEER - JPOKANE COUNTY fl ncpcal Assistant. - -- 0 1U 11,• 3 04-' 362 ;'06 1394. 3- Double Barr Metal Fro, Spokane 5 to °.� To o-V sta. 5k S-ta. O Tote � r•- 3�ii1 L Sodded Earth Ber Q Curb Cu -t, Sta /x-23 ti "deep• o� 1 5ingle.'Bar c7 t4 e* Fra me S•ta. 4.i - \5 Spokane_ S*o.. 5-t 50, To? o G r I Dr v e.\\ , ;Type. B e # Grates , Type_ 3 ouh S•to.ndord 25 te - F - t, 4OT" Ave. rate, 1• Zo \1 5 , 25' t eft, 4OTH Ave 1 eft, Un . St. Grate, elev. Zoto4l N • t S w = . e. Swale es individual to N plan -For Details O - 4 \ 5 Z 63 p- 320,00 O , \ fir�p Curb Opening G wide, 6 "deep Cd E.R. o-F 38 /p 4 wide, Drainer. e Swal 6 Plan -or Detail ^. '•O Sodded Earth ger- Sta. G +oo Z - Double g. Me - t'at 'Fro 9 Spoko v,e S.to. G - 35 5 G+lBS .Top o-F` rrel Orwell Type B me T Gra-te.,Type- 3 A Cowl- Standard , 2S' le- ft ;' 25' t e.-F + 4OT" Ave. ate, Zolo rel prywelt,Tt,. pe A � T Grate T 3 un+y S tandarcd left,.4O Court E►ev. 20,2 Curb 1333 / !�= 90 °0000' 0 = 2.0.00 3S7 'o T° zo.00 L- 31.42 \ C� Curb Cut; Sta. 12+41 w tG'ide, co "deep Sodded Earth Berm Sta. iZ+33 Cyr-6 oak/ R ; 9 ° ° 00' 0p ° �g,g,'::- ? Zo.00 2 0. L , 31 4z \ a / o / gym N/ // � �ou Barrel D M e 1 Fravne $ Gr. Spokane County S Sta. 12 -1.28, 15' l Top of C rate. , Etev. 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I.Iee! :�® �O ®� - ® ®����— _�_ ® ® —�_�® - -g�It- ��4'11r• ������— ®� ® +�����e— iii /`i'�•i�' Jlt� -.� tr F; -.s�' {:FSIL �_ — ® ®® ______ ® �������� —____-- _____5 — ®,_O- -a! L 1r�;�Lr��,�,., - ._.� ®.'l�'LT . _ REQUIRED 1 N®UFY'� zER 4 t-! S. r 14R Tn. CONa 1X:110M C.ovtstr uct Curb 0peviint 13'wtde G "de? , S't'a. It15 to 't7rywetl _'Stop Sign 7 Rood Name Sign: SpoKowte County Std. Read Name Sign Spokane County Sto dorc !\ 5i9v1S ho. \I be toco. as spec'if ied in the. Manua\ of Uniform Traaf Control Devices. Street stns sho.11 be ttns d ocfter the tn�tal>:at1o\n of the Curb o.hd pove.vient. -Ut ilit ies shall be re ,1 tocoked Prior - to cov ruc A Sodde-c eorsh Berm Sta. 5+55 rel • rywell, Type. A w: Grate- ,Type 3 G• vi Standard z5' righ 4oT , Ave. -te, EIev. 20\0s t'V 1 333 FT _•'�_ 6-1.40 'c9 ' \ R 3 \D L $0 54,O Asphalt' tpavement ') Concree Clans "g'; Z" Covnpwcted Dep tv+ leVheht Cohcre-te- Curb Asphalt Content 54' Spokane Coun-t3 Standard spec.) Cr4 Sur Fotc'tng ) 10 G GovnQacted e Depth (W.S.D.0T. Spc.) ' 1 51,00 _ ,d Double Bar St "l a. +85,. Top of Grok NO SCALE Course Sig °43 1 "E 8 to 33. �$ Single Ba Metal Fra ' e Spotcane C• S. 0-t5o, z Top of Grate, . \•3 33F_ Swale Dro v oBe Swale Top of Sod Swote areo. +o be Sodded by each home btillder. 'E.xisting Double. Barret Drt3wetl ---- Coots ruc Driveway Cu-t ICo` wide, 5" deep' and 14 wide 'oryed Access {load.' Single Barrel Dry We.II ! p, A Metol Fravne T C-,rate,-t' 3 Spokane Coun .S S 13 +10,25 Right; 40TH Ave. - ToF o-F Gra lev. 2oia3 Revised Driveway Loc.attons Ror Lot 4 , Block 1 • Lo't' , Block 2_, Lo 9 Btoc.k 2; Lot 6,BiOC 3 K.w.M. MIDILOME 7TH ADDITION STREET PLAN — PROFILE 40 TH AVENUE Founded 1946 s im son Eng ineers Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ;ROAD SPOKANE, WA 99212 PH 926 -1322 DRAWN BY DATE 11/3/92 DRAWING NOz PROJECT NO. • F <� , 1. o l s -. r - .�.r V ?_, \O 50 0 5 0 10 0 t`prr Fn :'.ai r_ e , r , .,.,.a._ _, .a .,-.. 2 _ i5v c MIDILOME 7TH ADD I 'ION '' n eer° 40TH AVENUEw HIGHWAY FEDERAL AID SHEET PLATE .1- SINGLE PLAN AND PROFILE -FULL LINE TELEDYNE PRINTED IN'.U.S:A. Ce!11t+j Engineers g G wide , ro deep N, ® E.R. 0 +38 5 Single 13arrel Drywe.lt,T - A Metal Frame. 4 Grat , Type 3 Spokane Court Sfartdard 5t0. 5 +50 , 2.5' Right, 40 Ave. Top o Grate, Ele.v. 2oto Sodded Earth . e errn, Sto,. 5+55 Curb Cut , S-t-a. 5 +63 16' w'id e , G" de.ep 2 Pouble. Barrel Drywet ., Type B Metal Frame T Grate , e . 3 Spokane- County Stay Fe. 5ta• 6+25; 25' Right, 401' Ave. Sta.. 4+45, 25' Lef Uvtio Ct. Top of Grate., Elev. Zoo9 4 wi.e,Dr 7 ee tndivi "tv for 222.44 260.44 .. ua1 lot e.to,ils Voubte Barret Dr welts , Type B Metal Frame T Grate ,Type 3 Spokavte. County S*..ndard Sta. 4+ 1o, 25' -.eft, 4•-rH Ave. (/ Top of Grate- , Elev. 20 i 1 �s S 5+15, ZS' Le'f't 40 t+ AYe Sta.. 0-150, 25' Left, Unio i 5t Top of Grate, E i ev. ZO't' ' 5 %q-6m 8 w a. wale 5o..e ar B .rm sta. Gt oo arret Drywel(5)Tpe B Metal F • rr,e ? Gra. 3 Spokane. ov,n S 12 4 S-ta. G•t3s, 25't -eft, 4o • Sta. G +G5 25' Le- f-},.4.T 9 Top of Grate E1ev. 125 s7 Cr: ti, Opening G wide, 6 " dee a ;OW 'k,5 / 9 10 4' ide,Draina - •. e kr% tv, • uo. tot pl- - for Details -Sodded Earth Berm Sta. t1 +47 f 4l,wide, Swale 5 -e tn. oft .ua -for Details Double Barret D ywett ,Type B Metal Frame *Gina - te,T yp e 3 SpoKo.ne. Count Standard 8 Sta. 12-F28,25' eft, 40TH Ave. 1. T Grate ,Eke. Zot13? S- ta.12+33 / 5 added Earth Berm e. Single 13o,rrel Drywall ,T Metal Frame A-Grate, T9 Spol<• ne Count Stand Sta. o*5o, 2 5`Le-ft, 4o Top ra-t-e , Elev. Zo Do ble Barrel Drywelt, 5 . -7+85, 25'Le.ft,40 To- of Grate- ,.1_.tev. 2 • /curb o Peniv1 wic ) e ,6 "de p e E.fZ. 0 + N co Easem 201 rjett Cu+ wide , G deep 13+59 right l ikYla Ie.f+ Ste Barrel Drywt,Type A al 'Frame4 Gzra+e,T'ype. 3 o tcane Co unty Staytdard a: 13+"70 ) 2.5' Right,40 TH AvP�. p Grate, Etev. 201034 � 40TH Ave. , Lt. Union St. , Lt. n oYt St. ,R*. 40 T" Ave., Lt. 4oT" Ave. , Lt. 40TH C+. , L.t. 40 40tH G-i-: 40 C 4o Ct. Rt. 45Th Ave. Rt. Union Ct. Rt. Union Ct., Lt. 40 Ave. , Rt 4bT" Ave.., Rt. 40 Ave. Rt. 40 Ave., Rt. 40TH Ave. Rt. TYPICAL DETAIL: PLAN VIEW DETAIL: CURB OPENING STA. 1 +15 TO 1 +28, 40TH AVE. Existin wood Fence ., Excavate opening uvuaer -Fence, 13' wide Construct Curb opening inn e.Xisting curb 13' wide, G" deep S +a. 1 +15 +0 1 +Zi3 40 Ave. SECTION : ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 Aso Concrete Pavement Class "8 ", 2" Compacted Depth Aspho.i+ Content 53 i-c roi, Spec.) Crushed Sinr-facing,Top Course 4" Compacted 'Depth (w.S:D.o.T: Spec.) ELECTRICAL TRANSFORMER IN DRAINAGE io` Easement Conc. Curb Ground ( C. 16 .DRIVEWAY) Sta. 3+28 Sta. 1+05 Sta,. 1 *O5 Sta.. '7+12 Sta. 8 +91 Sta. 1+25 C Curb .Sta. 2+21 Sta. 1+33 Sto.. 0+95 Sta. Sto7 5 3+81 Sto... +T7 Sta. 4+77 Sta. 3+98 Sta. 3+18 Sta. 8t 84 S o, . 9+61 Electrical Power Transformers sha11 be a minimum of 10 - Feet -rom drywet \s. Lot 3 Block t Lot 4, Block Lot 9, Block 2 Lot B, Block Z Lot 7 , Block 2 Lot G , Block 2. Lot S , Stock 2 Lot 3,13\06(.2 Lot 2, Block 2 Lot t , Block Z Lot 13, Block 3 Lok 12, Block 3 Lot G, Bloc1(.3 0 Lot 5 , Btoc.k Lot 4 , Block 3 Q Lot 3 ,Stock 3 a Lot 14, Block 3 z Lot l5, Block 3 D SIDE VIEW SWALE to . E1ec+rical Power T rans for mer 21 Conc. Curb r'Pavement (1 \ -. \ % \ -- - \\ \ \ \\ '‘\\\\\ \% i \\ \ \ \ \ \ \ \ \\ `' \ \ \ \•. ' \\ .TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top ;earth berm (3'wide. atop) . covered with grass sod I:t Slopeimin. /31 51oP:e max. From top of +o .bottom of Swale 4 � � 12 Curb Opening 5'wide, <o° @ E.{Z. 4 +66.45, deep right @ E.R.4 +59.86, left 5i'ngt= Barret Drywe. iType A 1 Me..to.t. Frame. T Grate ,-Tpe 3 Spokes e. County ;Standard S ta. 4 + 5, 25' Right; Union at- Top o'f G ate , ,E lev.: ) / � / \\ y \ // \ ` / N N 7 / / E cis +i rtg Sivtg'e N. Bar re\ Dr J vw etl� UNPLATTED Concrete Apron For len9thof curb cut 3` wide. x q- "-thick Curb_/ Curb Cut / Varies N Asphalt - N Slope'$reaKs TYPICAL DRYWELL NO SCALE LOCATION PROFILE DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS 3' Transition Driveway T Varies Curb Opening 3 wide, G " deep e Midpoint TYPICAL SECTION: DRAINAGE SWALE, 8 WIDE STA. 4 +80, 40TH AVE. TO STA. 0 +90, UNION ST. LOT 4, BLOCK N � d o G s s 4.5 ul 4 gi F • Swale 8ot+om tat Bottom ,.No Slope elev. 2010° TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE TYPICAL SECTION: DRAINAGE SWALE 4' WIDE STA. 0 +79, 40TH CT. TO STA. 12 +32, 40TH. AVE. STA. 5 +62, 40TH 'AVE. TO STA. 3 +92, UNION CT. STA. 0 +90, UNION ST TO STA. 7 +47 40TH AVE.. STA. 12 +49 TO STA. 13 +60, 40TH Left 13' - r AVE., 3 10' et- as Swale Bottom l =l Slope.,rnin:/ 3!t Slope, max. - From top of driveway to bottom of swale ` 001 Co"i Swale Boi'tom at slope of curb LOT I , BLOCK 2 LOT 6, BLOCK 3 LOT 9, BLOCK 2 LOT 8,; BLOCK 3 MIDILOME 6TH A cov :Z \4 1\ po, .A�essrtZo� N N \� OPEN 'SPACE Grass -- Pe cola +:ort -Fixture Midi /cme. • \ \: evised . Drivewo. Loc +ions -For 3 ,8753 L ot r t ck 1 •, Lot 1 , Blo Z "� _t-oT 9, B10c,k 3 Lot G, Block 3 KWM 3/22M.., KWM 3/22/44- E xis t ing Drywel 40�H Ave., Lt. Union 5+. , L +. Union S 4oTH Ave., Lt. 40Th Ave. , Lt. 4oTH Ct. , Lt. 40 Ct. 4oTh CA-. , 40 CCt. , Rt. 40 Ct. , Rt. 46 Ave. , Rt. Union Ct. , fZt. Union Ct. Lt. 40 Ave. Rt. 9-0 v 1 Ave. Rt. 40 Ave. Rt. 40 Ave. Rt. 4c Ave. Rt. TYPICAL DETAIL: PLAN VIEW 1 1 __L_ -- DETAIL: CURB OPENING STA. 1 +15 TO 1+28, 40TH Existin Wood Fe.nce axcavate ope.ning under - f ence, \3' wide Construct Curb Ope.nin9 in existing curb 13' wide, G" deep ; Sta. 1 +\5 +o 1+28 40 1-14 Ave. Easevnen* DRIVEWAYS SECTION : ACCESS ROAD TO SEWER LIFT STATION ACROSS LOTS 19 AND 20, BLOCK 3 6) Sewer E.ase.ment Aspho. \t Concrete Pavement Class "8", 2." Compacted Depth Asphalt Con -tev`t 5. +c 64 (W.S.D.o. - t Spec..) Crushed Surfacing,Top Course 4" Compacted Depth (w S.t.o.T. Spec. AVE. (�. 16' DRIVEWAY) S 3+28 Sta.. I +05 Sta. 1+05 Sta.. -1 + Sta. 8 +91 Sta. 1 +25 Curb Sta. 2-1-o8 Curb Sta. 2.+2.1 Sta. I + 33 Sta. 0 +95 Sta.. X3'1`076 +19 5-t' a.. . 3 +81 sta.. 3 +77 5 4 +T7 Sta. 3 *98 Sta. 3i -18 Sta. 8 t 31-8+91 Sta. 9+61 NOTE: Electrical Power Trans shail be o. vim o-F \O - Feet -from drywetis. Lot 3, Block 1 Lot 4, Block. 1 Lot 9, Block 2. Lot 8, Block 2. Lot 7 ; Bloc-lc 2. Lot G, Block. 2. Lot 5 ;Block Z Lot 3,BIock2 Lot 2, Flock Lot t ,Bloc—k. Z- Lot t3 Block 3 Lot t2, B1oc-k 3 Lo G ,Block 3 Lot S , Block 3 Lot 4, Block 3 Lot 3 ,Stock 3 Lot 14, to 3 z Lo-t (5 Block 3 D 5to,. 1 t -- SG Lot 1`i, Block 3 5 1Z -CZ12 +55Lot 18, Block 3 Sta.. l3+08 Lot i9, Block 3 Sta. 3+01 Lot 11 , ;Stock 3 21 Electrical Power Transformer Cons 13'w '.e t:t Slope,rniv,. /3 \ Slope., max. From top e• }germ to bottom of Swale TYPICAL SECTION: BERM ACROSS DRAINAGE SWALE NO SCALE Top o earth berm (3'wiae. at top) covered with grass sod PLAN Top 'Curb LOCATION ' DETAIL: TRANSITION IN CURB AT DRIVEWAYS AND CURB OPENING LOCATIONS PROFILE Sodde• arch Berm, ta.4 +t5 C?, Curb Cu*, StN4 +Z3 \ 16' wide, G" dee.p ., +99.39 222.4 260.44 25 1' 25 5 Single Sorrel _Drwetl,T A Metal Frame- 4 Grat- , T 3 Spokane' Cov.n Standard S-ta. 5 +50 , 25' Right, 4c5 Ave. Top o Grate, E ev• 201p Sodded Earth errs, 5+0_ 5+55 c • Curb Cut, sta. 5 +G3 tG'wtde G" deep 2- Pouble. Barrel Drywe.l s, Type B Metal Frame T Grote. , e. 3 Spokane. County Stan Fe. Sta• G+25, -25' Right, 4 0 T Ave. Ct. 4 wide, Dro:t age. Swale See Sheet 3 of 3-For ! � 121. o `Ty Section Sta.. 4+45 2.5' Leff Uvtio Top of Grate., Elev. Zoo9 Double Barrel Dr 'w , B Meta\ Frame k Grate ,Tyype 3 Spokane County S <',7 ► Sta.. 4-1-10, 25' Le.-Ft, 4 Ave. >r Top of Grate , gl ev. Zo 116 Sta.`,5 +15, 25' Left, 40 H A � Sto... 0-1-5o, 25' Left, Unio St To? of Grate, .1e.v. 20'f• 41 5 14- - 8 wi- e.,Drai S wale ' See ,Sheet 3 o- 3 -for Typical Section 5 irtgt Me-1 Spo 5+0.. Top of G, 4 wide, Drainage SwoYe. see. Sheet 3 ' 3, -For. Typical Section Sodded Earth Berm Sta. G +oo Z- Double ° -arrel Drywells,'`Tpe B Me +oa\ F m e - 5?oko.ne oun Standard 124 5-to . G + 3s, ZS' t-eft,4oTH Sta.. G4-GS, ZS' Le.-Ft, ..� 9 Top of ` Grate Elev. Z 12 5 01 \ Curb Openivtg G: wide. , �c " dee - Curb Opennn* 5 wide,. deep 'e E.R. 4 +66.45, righi e E.R. 4- X59.86, 1e-Fk Barred Dr ,Type A at Frame k Grate , 3 ka e County 5to.ndo.rd 4+ •5, 2S ' Right Uvtiovr C - t ate. , E1ev. zoos Single Barrel Drywett ,Tg p A Metal Frame TGro,-t-e T9, e 3 Spok• ne C ountty Stand rd Sta. o -t-5o, ZS' Le-Ft, 4oTH Court Top o - F Gratte , E lev. Z \233 Do • bte Barret DryweIL T9Pe B St « . 7 + 85 25' Left , 4. TH v e.. To- 0 Gtra-te_ , Slew- s Existing' Dou.ble' Borrel Dryw/ell Sodded Earth Berm Sta. 11 +4? 4 wide., t rainage Swale See Sheet 3 o-F 3 for Typical Section - -- Double Barret D ywelt ;Ty B e +a\ F rame �G rateT y pe po e r Co unt Stand • ta. i2 -t 2 g,25 ' 4 Ave. 8 Top rate,EC e Z otl 3 � 1 S fia. 12+3 � •d Earth Berm Cu St a. 12+41 as= me.nt eep z6` 12 4 ri -- --- - � 16 ' wide G " Gv.r b Opening 3 wide, G deep Soto rJxE Curb C vt v wide , Cn' d ee Pj — — --� . t3+ S9, rigit >a tef+ -. 19 5le Barre\ Dny�,�t,Ty pe A o l Fram G ra+e 3 o <li.ane County Standard 0...13+70 , 2.5 Righfi,40 T H A ve p Grat 2otoa TYPICAL SECTION: DRAINAGE SWALE, 8 ' WIDE Vine Curb Openinc3 3' TX onsit Varies 1 AVE. TO STA. 0 +90 UNION ST LOT 4 BLOCK 13 4s Is L Driveways, w" > Cu Openings, G" Swale Bottom Ftafi Bottom ,No` slope El ev. 2oto ° TYPICAL SECTION: DRAINAGE SWALE AND DRIVEWAY NO SCALE TYPICAL SECTION: DRAINAGE SWALE , 41 WIDE STA. 0+79, 40TH CT. TO STA. 12+32 ) 40TH AVE. STA. 5+62, 40TH AVE. TO STA. 3 +92, " UNION CT, STA. 0+90, UNION ST. TO STA. STA. 12+49 TO STA. 13 +60, 40TH 13' 7' CHECKED. BY t Stope;min./ 3!I Slope, max. -prove top of driveway to bottom 'o'F Swale Re.vtseid rA et Y Loco.+ on Lo+ ,3,14 -: BtoG14 3 Founded 1946 G de c c �- Concre.te Curb Covt.cre-t'e Curb 5wale Bo +tom at slope of 'curb 11/3/92 Li 13 LOT 9, BLOCK 2 LOT 8, BLOCK 3 MIDILOME 6TH ADD. • e..xishinq Doub \e iC Drywell —� \ \ \ \\,\. \, Co i41 uct 14,x+\ expo ed A�ess FZo� N OPEN PAC Grass c o n e 1 K A 1` l e�T. . - devised Drivewa Loca-t -For T �� Lot 4.., &ck 1 j Lot 1 , Block 2; \ K•W.M. 9 , Bloc-KZ; i Lot G, Block 3 V im�son Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE R SPOKANE; WA 99212 PH 926-1322 OAD