Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PE-1206B-78
Dear Sir or Madam: Washington Trust Bank P.O. Box 2127 Spokane, WA. 99210 RE: Summerfield East 2nd PE 1206 B cc: Tupper & Associates, Inc. AL PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 December 12, 1989 Please be advised that -the portion of Mortgage Assignment No. 9208 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $3,900.00 may now be released. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County ngineer erry SYms Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 01=F lIE C:L=.1. 01= � �0 LI IN-I Nir Tn: Tom Yake FROM: SPOKANE COUNTY, WASHINGTON UAT[:May 4, 198E4 SUBJECT: Summerfield Fest Sflcond Addition PE 12068 We have received a request from the sponsor l ifci.reduce/release the bond for the above mentioned project. Please review this at your earliest possible convenience and nctify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. �� D � 'r ^34�» �-k 5 [o � / [ t_ /e-u= �� ` /7 �y / /�~ /�[ ~��^� v� /'( ` (�~/u ~,-�`�\ � � `-`� ( / / �4 '/ xy // ,l�-�\ �``/ 5 ( , • ( ��r L k ' »~ � V [l � / � ~' ��� �7 /« , /^ rv` �� ` � �� \'/ |L^'^/ ` / ��� ', / [ p '-) `» . ( .}� ` \ /`' Cu 2 3 4 5 6 Diary Section 1/1 3 y A4n Date — Inspector Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 1 2 3 4 5 6 Contractor Personnel Classification 1 Equipment List Project Name / e7 ��� /i�i z_, Project No. CRP /RID 2,4-7 Report No. Contractor and /or Sub(s)/4,— c;,,_,trZyt --2T, /n. //' ✓..r - // ,-; IJ S Cr""" Co - -- / ✓ F"7- - Hrs. Used Standby INSPECTOR'S SIGNATUREv V L/ Number SPOKANE COUNTY COURT HOUSE Washington Trust Bank P. 0. Box 2127 Spokane, WA 99210 Gentlemen: If you have any questions, feel free to call our office. JS:sla cc: Star Brokers 4 - PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 December 21, 1988 RE: Summerfield East 2nd Addn PE 1206B Please be advised that loan assignment No. 4208 by Washington Trust Bank, in the amount of $17,000,. for the above - mentioned plat number may be reduced to $3,900. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Je ry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Yake FROM: Jerry Sims /2 - -8 DATE: November 14, 1988 SUBJECT: Summerfield East 2nd Add PE1206B The streets in this project have been established for maintainence. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. REMARKS: Date I _ Inspector/,,._ Weather Time Charged Contractor Other County Personnel Contractor Personnel 1 2 3 4 5 6 Diary Section Comments N F, r a 0 en) e7 OFFJ''C OF THE SPOKANE COUNTY ENGTVEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509- 456 - 3600 Project Name &;∎17, ner7i�• q � Project No. CRP /RID 2 �i� - Report No. this Day -1/2 or 1 Contractor and /or Sub(s)/4,— C-- re4t.G Equipment List/ ist Hrs. U s94 Standby 1 2 3 4 5 6 Classification Number .,G. ' ng c W c- - I /f J 0•.7G1: S9 Co I—F k i c / >c ! = t7 = ,io x D x.90 to C9 5 c LF A /o co i a' .i '* A 0 fi R4-9 INSPECTOR'S SIGNATURE_ BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 88 108 IN THE MATTER OF ESTABLISHMENT OF BROAD AVENUE AND LUCILLE ROAD IN SUMMERFIELD EAST 2ND ADDITION NO. 12O6B COUNTY ENGINEER'S FILE NO. 2583 RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of BROAD AVENUE AND LUCILLE ROAD IN SUMMERFIELD EAST 2ND ADDITION NO. 12O6B, proceedings for which were initiated by PRELIMINARY RESO- LUTION No. 88 -0998, 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 maps of the Spokane County Engi- neer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT 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. THEREFORE, 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 11th day of October, 1988, being more particularly described as follows: ATTEST: WILLIAM E. DONAHUE BROAD AVENUE - from the East R/W line of Lucille Road Easterly t� the West line of Progress Road; and Also from the West boundary line of Summerfield East 2nd Addition No. 12O6B Easterly to and including cul -de -sac. LUCILLE ROAD - from the North line of Summerfield East 2nd Addition Southerly to and including cul -de -sac. Located in the Southeast Quarter (SE 1/4) of Section 35, Township 26 North, Range 44 E.W.M. in the Plat of Summerfield East 2nd Addition No. 12O6B. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby are established as County roads and the same shall be known as BROAD AVENUE AND LUCILLE ROAD No. 2583. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED That Lot 2 Block 7, Summerfield East 1st Addition Addition No. 12O6A (one foot strip) is hereby dedicated for County road purposes. BE IT FURTHER RESOLVED That the County Engineer is directed to cause a copy of this resolution to be recorded in the Office of the County Auditor. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 8th day of November, 1988. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON 'F, +22.7 F.'T. ) 9j3.4 Re. 89'44 E G- jZ.'oo o - 32' Cc -284.4 v O`H`O .a • - 12'.2.9' �> ST n• ` CL 0024.2 Nf. F?ov . !WE: '7',+733 81t °;t?T,81 +53.6 FTRavn. �` - h ttr i .6 RC.0 -75 +O2.3 P C.I. Q.'; t. RRevra . Q SPOKA4niE COUNTY ENGINEERING DEPARTMENT MEMORANDUM OF REQUEST FOR INVESTIGATION Date of Receipt: Location• Name: e4c P /7/ Address: iF x492 4 .g0AD WP621/4 /a_< 68 TO `d/eGr�?' NO /Gi, �� Time• /O;c5 ArY E /1 a4eo.4a Loy 7 &L o oc. 1/ Somme qew E4s 24)149. J � Description ,445 17/7cf/ /,c) enoc /gao ,4/G.o,D6 RA- lfJ 4 % ,ll,)ol'Q /r ,52 4,il Source: Letter Phone Personal Received by* / Contact 4-Lb Contact Requested Phone Work #: 924-301 t- 924 -3o6z X ZS r--. 4r Comments/ Recommendations TALC 2)24,05-e wl or c, 208 S44u&L�.E5 / E,r) /V -• � # B ,' ' _Vet/ " � /o £2 (,( /e- �t//.eetnnir - P/2ps c flvIF." 4- I.Tf- frpDN or cif 0 Lrrt/Lto Bee 4IAe u do)4n /`s QIC , 1/ Date of Investigation: Investigator Action Taken• Date Action Taken: Supervisor/ Foreman (Signature) Reviewed by Complainant Contacted ❑ (Signature) Initial SPOKANE COUNTY COURT HOUSE Washington Trust Bank P.O. Box 2127 Spokane, WA 99210 Gentlemen: JS /set cc: Star Brokers I rs:z• 1 11. 1:L OTICTV.NTTE ' O F1• - 10E of If you.have any questions, feel-free to call our office.. Very truly yours, Robert S. Turner, P.E. - Spokane County Engineer Je *ry Si Plat Inspector COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sz 0tart: , tssn xo'rox 99260 October 14, 1986 RE: Summerfield East 2nd Addition PE 1206B Ifiarfirelr Please be advised that loan assignment number 4208, issued by your firm for roadway improvements in the above mentioned plat, in the amount of $55,500 may be reduced to $17,000. Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 A, AF M t \� U ' /r I' / . . — -- ,[ -,\ , (. L..rr e i f ..' • — . �+ Ail ,.ntseee Qv Liars t' 19 Po t., Chtecit Fee $130 1 N ° A/.., l ,,P,/oa✓ o C Sr ALa O IS .91C 0 k K OF - �.tveYnCn r.�,�ripi ,ure . .. - c K ..' N.•a,m,€ .. �°oat_ -.: Q " o W ones er Ic k Aarofc / a o K ` LOT C Stacie A<taSec .n K A Pe tragenN i4ranco F '' k a �'- / Fear S - de' - . o K 3 R Pi .,... 420 l.:rr vatr ` I © K Tiene r X .. /V /I� 4 o r tae is - / f� 0 4' ,Rip.-4 Jr If Okay - `� . ..�/� C.i_osvef t 0 J F.,r a e e C F? 1 Q rtL r' oe- iY P a /0/ea r I/ O K 2,n - f.P .fr P srnrF..FUr t A) / P. 1 .4e Rocs pieda r ,cp el* WtteS ' ee-1 P G/ ro re_`�s ® I' R/4/ D MAT E aT 1 a H o r. a D.P,u.4ea .�Awiariar.E �-e .4c w ; - rK Nom( a� Fi-oo I«Pc°aA.vc.e 'v /A PO it! Arw.r to sd) kkte AnaEG. 1 / a u r,► I C N+e6D WASH ∎ js rz-r. Tt U k u sf- Pb VY- p e 'i' - 50---c As I€d � DESU2 (Pr�ot -1 fr O WALE eF BPS 5 k -os., Cba_..)- ge ., ik. ca., f - V /so PA--#1 a p P� --f+S ,�y r_.. Pt) f /1/4-) 13 o ,uD it t P rrl R 6AC MIles `. ME`, 0, to I v _ — T r " n.. AREA I ( i S 4- - i s 4c- K. A4 a an-ED 6 e m enrS ree • W .qs ti - I / 1g/ V .. R.. F.,L a,arie F//8/ A. ar A No /1j"7I030 n37 I r ° C 14 �_____S -� A)D o itratc-e---s- SPOKANE COUNTY COURT NOUSC Washington Trust Bank P.O. Box 2127 Spokane, WA 99210 Gentlemen: JS /set cc: Star Brokers r Imo: M'DA Tr tY (CD1 Lnrt llir OFFICE OF COUNTY ENGINEER Srosaa-iE ,% vsui.No'rov 99260 RE: Summerfield East 2nd Addition PE 1206B Please be advised that loan assignment number 4208, issued by your firm for roadway improvements in the above mentioned plat, in the amount of $55,500 may be reduced to $17,000. If you have any questions, feel free to call our office. Very =truly yours, Robert S. Turner, P.E. Spokane County_ Engineer Je`fry Si s Plat Inspector ROBERT S. TURNER COUNTY ENGINEER October 14, 1986 Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 s • Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Inter - office Communication To7T /ki c/, S,r / From /li /A ek S Z-7 Subject k Tc,n nr e44 /d .,257 .2 A 4 fd. C7ggd ��o etc To 7-4O�� 4244-874/A/41/3 /4e-eke/ex - / C Uc r;(:),,/ /&A/ / q'p -, is .tA / . Ye op PC/✓c/ %r OF • "ilov,T Poyew- .�. ComsrRvcr,oiJ Or pieoj,c,.z / z) t i c / ci SwA /rs c„; // I e co /t.- Date i 7 E .ms SidE!✓q AN.b A4 208 .2X.o e Way SPP7c.�76cc Pu/✓c ea, S /A/WA./ s . s Canyleit yea . /r,.S &J IffE /c4A RA ill PJ SWAIes A /orij As w rs 4 eco, -nc oCcvPie6' / OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Inter-office Cottion To 47,6-• ^ From Subject Form 327-C.R. 44—LC01 ctL: li Date , 19 o -- l' , - ' 1Ahnit4 QM-1 latAra€-- CI ( 0 - 0 ieA likreiwituits ATI r -a r a � ' /414(0 VE7110/75 I - „e9 2 3 Date /, S- Se Inspector S7,4 Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel 474:t C,A" I / /n•.,! 4/5.^% S.// //cr✓ Cc'✓o_ 1 /Tlrl 277 /ZVI'S - d2F✓ Contractor Personnel Classification 1 4 5 6 Diary Section Comments: a k �• r pgi---37 & el rec /6J.. /4.2 , D,1C ,schmh r /t ale. L s'i;im ti:EG f O.PC7_/ E�os ST (KS t. Con;,c,.cr I's '.cn, 4/n a 3 .f(4.:,. Si r Ne, +�,' 442 . l r✓.: r, /( C.-' . OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 8.11 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 DAILY INSPECTION REPORT l,n r✓ ,.,c So: % Ir 2 3 4 5 6 Project Name,524- u..t,r.4-.;./ /5>u:7 ' Xli? Project No. CRP/RID Report No. Contractor and /or Subs) Equipment List 6K f11lq (rgrr , ,L s.. In ltr E ;1 Sr L 17' ,C 3 , r, A 7 CIA A - e. .Garr ,, 4.C2 7rr7, ,4 s.4 /5 '* 70 to esr ,ti✓ ,47 ,.%%n/: ; // o.;<645 -7f 76z.i LJC, fie - Pet. •r// e; '77 2tjj Grlr N ^^ r4 vri.= c/ P/ A i C'z c.+ n I p . L.a. ifirr Fi a A /N ;3 r (• J . 'O.:< ✓:.T /':ql:. ar r tcccr.sSIG✓P / /i/r /.%C a K. 2 it v- C , ?G a Ic., INSPECTOR'S SIGNATURE le d Hrs. Used Number Standby / r 4f 4 6`!$ -YC At Sift tf OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 -456 -3600 Date Inspector Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel 1 2 3 4 5 6 Contractor Personnel Classification 1 2 3 5 6 Diary Section Comments: C ; ° d .! C0.1. - i� Cmi r J•,o Jo. S,D Lcva 1k t.:• 1 !n Cam, �7?; L�a j [ !/f,/ c•/'. Nee., -rt, DAILY INSPECTION REPORT CUt /G /r A yr are- C' .it�l+ r•. t ,A ! .: AA �i -r 7 - r C. • / IC Equipment List ( cot'7'i et* b,a,c ,CA,sps' 67011 /1s i /Inft ✓/ L,n rt A44+ c .ir J•�' /C P 20/2 Project NameS,'. nsp, {',r4/ 6 2' - j,( Project No. CRP /RID Report No. Contractor and /or Sub(s) lion !.F y •/o x./ y1/4 4- 22 = 20 , Oo I f OC k /O 1 I. no 0 INSPECTOR'S SIGNATURE Av Hrs. Use( Stan Number ,t , ,1 r f2 ®, IL c„, b 4 1 I, — c ,3° flea. / o 4 T - <e -4T S .J a d9A ,` w ' 'a"! r x'seSlaa9ti p.„„ 3;'. PROJECT SUMMERFIELD EAST 2ND DRAINAGE ITEMS UNITS 1} Drywell - Type A EA. 2) nrywell - Type B EA. 3) Grate - Type 1 EA. 4) Grate - Type 2 EA. 5) Grate - Type 3 EA" 6) Backfill For DW CY 7) Concrete Inlet EA. 8) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia" LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 1R/` 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) 16) Monuments 17) Barricade 18) Street Signs 1) 2> 3) 4) NON-STANDARD ROAD ITEMS Ec NI ID S t eab ' ELT' EA" LF EA. GRADING, SURFACING, CURB, & SIDEWALK NAME JS DATE 10/14/86 QUANTITY 203"7 11000 GRADING AND SURFACING SURFACING PRICE COST 1150.00 0.00 1400,00 0.00 270.00 0.00 290.00 0.00 270.00 0.00 8.50 0.00 500.00 0"00 12.00 0.00 16.50 0.00 18.00 0.00 21^00 0.00 1400,00 0.00 270"00 0.00 7.90 1609.23 0"50 5500"00 0"0O 0.00 0"0O 0.00 0"00 0.00 DRAINAGE SUBTOTAL 7109,23 140.00 0^00 20^00 0°00 75.00 0.00 OTHER SUBTOTAL 0.00 19) Rough Grade CY 7.90 0^00 21} Top Course CY 10,60 0.00 20) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 37.00 0.00 23) Curb Type A LF 4.25 0,00 24) Curb Type B LF 5.20 0,00 25) Curb Type R LF 5.20 0^00 26) Sidewalk 3Q YD 757 13.00 9841.00 0.00 0.00 0"00 0.00 ------- 9841.00 GRAND TOTAL 16950.23 Equipment List firs. Used Standby 2 3 4 5 6 Date 6 $- 36 Inspector A 5j,42 Weather Time Charged Contractor this Day Other Comity Personnel / //e< G?�N1 i T _7;. /OS. ^L,, ff 4,7 l%ot „✓ c.L N c. 1 ,s4r,t/ - 1‘ 2 Contractor Personnel 1 Diary Section Pr . Classification Comments: GF H.7et/ /. /� orlu+rrr r: t'ITicr/ �.. CII"E i,.✓cT AAre SO. Ty&r.O /C1 i✓;aitc 773c A.• - ,'fn fat- i,,t-1 )4c_.r DAILY INSPECTION REPORT H arAt.! c.:.r.* SA.,, �✓i,v%ut '' tii Jam. i e � /(i gni . s —' tAC .;� v:irr S�.'6 'z F h� l' y� F Yl� u ji OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 456 -3600 0. /42_ I Project Name $m gg l At - xto; 2 ' 411 Project No. CRP /RID Report No. -1/2 or 1 Contractor and /or Subs; Ave i /S sih4N nit n4,1(;;;LA e, LC 1/2 .C4-- zf rf ,<1T' s-4 lr +90 /: r n-s,z^/ Sic err /ST S /f ✓✓ AT dccnp /PF.CEeca-tu -flit S L. ✓ /C I ?r.n.r r 57;C/cs 7 S e sit `;iv r..3 Lccfr Z CON$T,[,C,r / A .,a ny c /A!. .� - [N: "inl/ S7CFF7 _the all: S16N; (2 Lo.- A7 : n,.:) , , , Z. c.d7c / eni a ,A r4 Tj �✓ys /koc. ess /. ,C�.40,- 4/f SIc"° srjL . Ofl/ty ?r . r (:a.^(i'C ✓:. t �T R^'( r4s /W ?f /i /r f�L&C.i,'ol 1M.;7" C, ✓ ^3 /4/4 4 p Stn Qr'fl Zr /.f r *emysa C c'e 7't /✓..5 j .S NBCr INSPECTOR'S SIGNATURE Number Date e - /g -f6 Inspector Al . S7rcrj Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 1 2 3 4 5 6 DAILY INSPECTION REPORT Equipment List P 20 (2 Project NameSomn+p4 id L r ;HALL, Project No. CRP /RID Report No. Contractor and /or Subs} Hrs. Used Stan Number Comments: P(ici.lFSS 6C0r / 3 rota; S,afc l.9 /k 4' (1A c'f j . . FA n ps 7 ���•�; 7.7 o . ? A A D, ,I fvf Si ✓,O /t S. e&trmr L6/ /a4 'le re, y (Ye r.P it dCtn,rr /ls .0/rnfr A ,r !1 , • .7 s/uri r /c7X4 CU' /L fr Ave c , is c,r'c cert. (. CorJS7.tvc,r S /Oro ✓c+! r...( GJMrrlc .Q,C4±P .ors .•4 C cb ,"Y /-T b7 'S r- /S-r, °7 r /G i. Tfj:.r f•.a Jo,! !)rA,r)A, 4 :vra /e INSPECTOR'S SIGNATURE,' N Washington Trust Bank Spokane County Engineers North 811 Jefferson Spokane, Washington 99260 Attention: Mr. Robert S. Turner Gentlemen: Washington Trust Financial Center Paul M. Koenigs Vice President April 11, 1986 RE: Tupper, Inc.' Our Land Loan #4208 Funds in the amount of $55,500.00 are being held in a special non - interest bearing account in the name of Tupper, Inc., for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, . storm drainage and manuments in Summerfield East Second Addition in. accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's office on September 24> 1985. No funds will be disbursed from this account without the prior written authorization of the County of Spokane Engineer. In the event that the completion and acceptance of the above named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the County of Spokane Engineers office to Washington Trust Bank. It is understood that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve months from the date of the forfeiture of funds. It is further understood that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against the original owner /developer, but not against Washington Trust Bank. It is specifically understood by the parties, that in holding funds for this development, Washington Trust Bank is not serving as guarantor, and if at the time of forfeiture, Washington Trust Bank is then the owner by virtue of foreclosure or deed in lieu of foreclosure, then no recourse shall be had against Washington Trust Bank as the then owner for any additional costs incurred by the County of Spokane in the completion and acceptance of the above named improvements. P.O. Box 2127, Spokane, Washington 99210 (509) 455 -4236 Spokane County Engineers Page 2 By Dated the \\ day of 0`...\-.)CS , 1986. Washington Trust Bank (M Company) By Paul M. Koenigs, Vice - - si dent Accepted and Approved: Developer /Borrower - Tupper, Inc. By \ *Ncr- nA -".G. Cry Ken Tupper, President (Date) Accepted and Approved: Office of Spokane County Engineer 4_ 30 - 86 (Date) Spokane County Engineers North 811 Jefferson Spokane, Washington 99260 Attention: Mr. Robert S. Turner Gentlemen:. Funds in the amount of $55,500 are being held in a special non - interest bear- ing account in the name of Tupper, Inc., for the purpose of assuring comple- tion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Summerfield East 2nd Addition in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's office on September 24, 1985. No funds will be dis- bursed from this account without the prior written authorization of the County of Spokane Engineer. The working policy outlined by Washington Trust Bank and the release of funds upon approval of work by Spokane County is in harmony with our program. We will appreciate immediate examination of work and release of funds as we will need the use of funds for payment of contractors. It is requested here that we can obtain inspection and release of funds covering the installing of storm drainage upon satisfactory completion of that portion of work in order to make payment for said work. Respectfully Submitted: BY�1`AN Kenneth J: By Tupper, Inc. By 9 TUPPER, IN, REALTORS Ft O IS E Fk S April 8, 1986 p er` Accepted and Approved: Office of Spokane County Engineer E. 12929 SPRAGUEAVENUE (Date) (Date) o -8b SPOKANE, WA 99216 PEtq? (509)928 -1991 1 i I I ` ` T 4 W SPOKANE COUryry COURT HOUSE Dear Sir: :IP ) Is w3 Ca ( 7..17: r D o Very truly yours, Ort'[CE Or COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SvniccsnE ,W2iSnzxtvrON 99260 Subdivision Name: •1n7h1ev.:c /i- hal.-a-ST 2147 /9 DP Pe /206_8 One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above- titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: $ S OO A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Robert S. Turner, P.E. Spokane County Engineer B fr Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 x PROJECT NO.- PE1206B DESIGNER- JS PROJECT DESCRIPTION- SUMMERFIELD EAST 2ND STREET it 1 NAME- WELLESLEY AVE LENGTH- 690 FT, WIDTH- 7FT. BEGINNING STATION = 1286.00 ENDING STATION = 1976.25 ONE SIDE ONLY PWIDTH= 22^00 EWIDTH= 15.50 QWlDTH= 0.00 TERM # 1 : CROSS STREET INCLUDED EW 11.50 PW 28"00 SK .50 RAD 20,00 TERM it : CHOPPED ITEM SURFACE AREA- 4834.65 S.F. ROADWAY EXCAVATION .67 FT. 119.4 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 59.7 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .33 FT. 122.4 TONS CURB EXISTING 0.00 FT. PROPOSED 674.1 FT. SIDEWALK EXISTING 0.00 SY, PROPOSED 449.4 SY. STREET # 2 NAME- PROGRESS ROAD LENGTH- 517 FT. WIDTH- 17FT. BEGINNING STATION = 0.00 ENDING STATION = 517.00 ONE SIDE ONLY PWIDTH= 28.00 EWIDTH= 11.50 QWIDTH= 0.00 INTER it 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM it 1 : TAPER TAPER LENGTH = 30.00 TERM it 2 : CROSS STREET EXCLUDED EW 15.50 PW 22.00 SK .50 RAD 20"00 ITEM SURFACE AREA- 8969.74 S.F. ROADWAY EXCAVATION "67 FT. 221.5 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 110.7 C.Y. CRUSHED SURFACING BASE COURSE 0"00 FT. 0.0 C.V. ASPHALT CONCRETE .33 FT. 227.0 TONS CURB EXISTING 0.00 FT. PROPOSED 461.4 FT. SIDEWALK EXISTING 0^00 SY. PROPOSED 307.6 SY. STREET it 3 NAME- BROAD AVE LENGTH- 514 FT. WIDTH- 36FT^ BEGINNING STATION = 1322.55 ENDING STATION = 1836.63 TERM it 1 : CUL-DE-SAC STANDARD PERM RADIUS = 45.00 RADII = 20,00 TERM it 2 : CHOPPED ITEM ROADWAY EXCAVATION STREET QUANTITIES SURFACE AREA- 23331.10 S.F. DATE- 12/19/85 MEASUREMENT QUANTITY MEASUREMENT QUANTITY MEASUREMENT QUANTITY .67 FT. 576.1 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 288.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 295.2 TONS CURB EXISTING 0.00 FT. PROPOSED 1187.1 FT. STREET # 4 NAME LUCILLE ROAD LENGTH- 336 FT. WIDTH- 36FT. BEGINNING STATION = 195.00 ENDING STATION = 531.09 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 ITEM SURFACE AREA- 11622.92 S.F. ROADWAY EXCAVATION .67 FT. 287.0 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 143.5 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.V. ASPHALT CONCRETE .17 FT. 147.1 TONS CURB EXISTING 0.00 FT. PROPOSED 583.0 FT. STREET # 5 NAME- BROAD AVE C LENGTH- 195 FT. WIDTH- 36FT. BEGINNING STATION = 1820.00 ENDING STATION = 2015.00 TERM # 1 : CROSS STREET EXCLUDED EW 11.50 PW 28.00 SK 0.00 RAD 20.00 TERM # 2 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 ITEM MEASUREMENT QUANTITY MEASUREMENT QUANTITY SURFACE AREA- 3924.00 S.F. ROADWAY EXCAVATION .67 FT. 96.9 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 48.4 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 49.7 TONS CURB EXISTING 0.00 FT. PROPOSED 218.0 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP. COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB SIDEWALK 1300.8 C.Y. 650.4 C.Y. 0,0 C.Y. 841.3 TONS 3123.6 FT. 757.0 SY. PROJECT item // n BOND EST FORM C ` t/M/nPif,'e I i 89(7 "21 NAME 6- , /U /L,S OYII 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. 107 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) 7) \A(Hber - +" Zl e Et, —r a A Page Dwl e VS 881 Dwl Dwl BRF L- to 4 ;/ 60 n 1 1 g 9 36 — yPr 37 Ale Cone / 0 Dia Irylet Pipe `J- 4 I 9 Units EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF 5 Quantity Price Cost )< 4 110 l e a 6 0 5 95 Pipe Dia 96/4 yoJF� a / s 1 031+1/4 5 ) Sw41c EX, IOX I � = 5�`� / ��, Sop■ I a w 10\ 1 10 . 4 (103)- 40k,A= ;0 0 Q Dia -OT -RE Pipe (Lod, lti.lp. a 6Ro_1976- radb /„ P 41»_5/7— 41 / s ;cie so-1 Phc - )104 -as ;des ust v/® Berm DATE )a /// 33S3/ - )qc 69 J ;4ts r laa,a=a 1 31 - D 57 c1 � I/ 1 s ;de 'x I x X 331' � 1 2} 3} 4) 5) 6) 1) 2} 3} 4) SUMMERFIELD EAST 2ND NAME JWS DATE 12/20/85 DRAINAGE ITEMS UNITS 1) Drywell - Type A EA. 2) Drywell - Type B EA. 3) Grate - Type 1 EA. 4) Grate Type 2 EA. 5) Grate - Type 3 EA. 6) Backfill For DW CY 7) Concrete Inlet EA, 8} C.M. pipe 10" dia. LF 9) C.M. pipe 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 NON-STANDARD ROAD ITEMS Ec CAM r> L=;.." I NI - 1 - • � GRADING, SURFACING, CURB, & SIDEWALK QUANTITY 410 21960 DRAINAGE SUBTOTAL 16) Monuments EA. 5 140.00 17} Barricade LF 20.00 18) Street Signs EA. 3 75.00 PRICE COST 1150.00 0.00 1400.00 0.00 270.00 0.00 290.00 0.00 270.00 0"00 8.50 0.00 500,00 0.00 12.00 0.00 15"00 0.00 18.00 0.00 21.00 0.00 1400.00 • 0.00 270.00 0"00 7.90 3239"00 0.50 10980,00 0.00 0.00 0:00 0.00 0.00 0.00 • 14219.00 700.00 0.00 2 OTHER SUBTOTAL 925.00 19) Rough Grade CY 130"08 7.90 1027.63 21) Top Course CY 650.4 12.00 7804.80 20} Base Course CY 12.00 0.00 22) Asphalt Concrete Tons 841.3 36.00 30286^80 . 23> Curb Type A LF 99.405 4.25 422.47 24) Curb Type B LF 56.775 5.20 295.23 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 77.85 13"00 ., 492,05 0.00 .0"00 0^00 0.00 GRADING AND SURFACING SURFACING 40328"98 GRAND TOTAL 55472.98 • Inter - office Communication To .•_ i L;� From 1 ( Subject 8 13 y r ♦ u�* - %G.c G G> -'l---t --t' re- ri =t - , 4 � ` AND nvspo cri 1� ; 1 � Sc r.2e 2 ��✓ __ % . coMPC.ETF /l C�2i3 /C __�// �/�_ N 1 73 Can. I e�gantj- / '°d.70 N O� - Gec o/ j (� S / P 4_-19? Form 327 -C.R 1k,M70X_ il OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON i !! ekor `2- (2-c 6 y � r /5aC r Ken Tupper E. 12929 Sprague re: C to P, Summerfield East 2nd Addn cc: Inland Pacific Eng. Co. rc: Spokane County Eng. cc: Spokane County Plan. SUPPLEMENTAL TITLE REPORT The following matters affect the property covered by this order: 1st suppl Dated as of pds ril rr Form No. W- AK•735 Rev. 12 -73 Tracsamcroca Title Services April 2, 1986 Transamerica Title Insurance Company RECEIVED NPR 19 1986 Ceunty Engineering YOUR LOAN NO MORTGAGOR PURCHASER OUR ORDER NO _ KM- 122181M (3d Cert to Plat) ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No 0 ❑ Paragraph Is I No of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses: x General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 35644 -9075 1984 $448.01 $0.00 $448.01 1985 $453.91 $0.00 . $453.91 1986 $442.56 $0.00 $442.56 x Assessments levied by Trentwood Irrigation District No. 3, as follows, together with interest and penalty, if any, after delinquency: Tax Account No, Year Annual Billing Amount Paid Balance Due 35644 -9075 1986 $136.00 $0.00 $136.00 ❑ Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. x,bxThere has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove, /dote of lost report) at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. By Kathv� Mass Transamerica Title Services Ken Tupper E. 12929 Sprague Spokane Dear Sir: (continued) Transamerica Title Insurance Compan North 720 Argonne Road Spokane. Washington 99212 (509)922 -2222 THIRD CERTIFICATE TO PLAT RECL'iliD NOV 2 6 1985 SPOKANE COUNTY ENGINEER Order No. KM- 122131M Certificate for Filing Proposed Plat of SUMMERFIELD EAST SECOND ADDITION In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies the title to the following described land, situate in the County of Spokane, to wit: LEGAL DESCRIPTION: A parcel of land in the Southeast Quarter of Section 35, T.26 N., R.44 E.W.M., in Spokane County, Washington, described as follows: Beginning at the southeast corner of Lot 1, Block 7 of Suuulttlerfield East First Addition, per plat thereof recorded in Volume 17 of Plats, page 32, in the Auditor's Office of said County; thence northerly along the easterly boundary of said Addition the following five (5) courses: (1.) N.00 ° 03'20 "E. a distance of 140.00 feet; (2.) N.05 ° 33'06 "E. a distance of 50.23 feet; (3.) N.00 ° 03'20 "E. a distance of 130.00 feet; (4.) S.89 °56'40 "E. a distance of 342.67 feet; (5.) N.00 °25'19 "E. a distance of 195.51 feet; thence S.89 °34'41 "E. a distance of 125.00 feet; thence S.61 ° 16'19 "E. a distance of 56.79 feet; thence S.89 ° 34'41 "E. a distance of 140.00 feet to the westerly margin of Progress Road, as it now exists 60.00 feet in width; thence S.00 ° 25'19 "W. along said westerly margin a distance of 486.57 feet to the northerly margin of Wellesley Avenue, as it now exists 60.00 feet in width; thence N.89 ° 56'40 "W. along said northerly margin a distance of 660.44 feet to the point of beginning. EXCEPTIONS: A. Real Estate Excise Tax pursuant to the authority of 28.45 and subsequent amendments thereto. The State and Local Real Estate Tax for the property described is computed at 1.327. B. General taxes as follows, together with interest and any, after delinquency: Tax Account No. Year Annual Billing 35644 -9050 1984 $784.57 1985 $794.90 35644 -9075 1984 $448.01 1985 $453.91 NOTE: 1985 assessed valuation: Land $57,720.00 " $33,000.00 C. Assessments levied by Trentwood Irrigation District N follows, together with interest and penalty, if any, quency: Tax Account No. Year Annual Billing Amount Paid 35644 -9050 1985 $273.00 $0.00 35644 -9075 1985 $119.00 $0.00 1. Liability for future assessments levied by Trentwood District No. 3. (continued) Order No. KM- 122181M Page 2 THIRD PLAT CERTIFICATE VESTED IN: OLD NATIONAL BANK OF WASHINGTON, a national banking association, as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972; and MERCEDES JESKE, a married woman, as her sole and separate property. Amount Paid $0.00 $0.00 $0.00 $0.00 RCW Chapter herein penalty, if Balance Due $784.57 $794.90 $448.01 $453.91 o. 3, as after delin- Balance Due $273.00 $119.00 Irrigation 2. Reservation of mineral rights by Northern Pacific Railway in Deed dated September 1, 1883, recorded October 20, 1886, as Document No. 946, as follows: Reserving and excepting from said lands such as are now known, or shall hereafter be ascertained to contain coal or iron, and also the use of such surface ground as may be necessary for mining operations; and the right of access to such reserved and excepted coal and iron lands for the purpose of exploring, de- veloping and working the same. 3. CONTRACT OF SAL Seller: Purchaser: Dated: Recorded: Recording No.: Affects: Purchaser's is held of record by Tupper, Inc., a Washington corporation, as to an undivided 50% interest; and by Bruce B. Butler and Judith A. Butler, husband and wife, as to an undivided 50% interest. 4. MORTGAGE AND THE Mortgagor: Mortgagee: pds Amount: Dated: Recorded: Recording No.: Affects: Records examined as to November 15, 1985 at 8:00 A.M. By: cc: Inland Pacific Engineering Co. Spokane County Engineers Spokane County Planning Order No. KM- 122181M Page 3 3RD PLAT CERTIFICATE E AND THE TERMS AND CONDITIONS THEREOF: Old National Bank of Washington, as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972, and Mercedes Jeske, a married woman, as her sole and separate prop- erty The W. Main Corporation, a Washington corpor- ation, as to an undivided 50% interest; and T.D.C., Inc., a Washington corporation, as to an undivided 50% interest April 2, 1979 April 6, 1979 7904060363 This and other property TERMS AND CONDITIONS THEREOF: Tupper, Inc., and Bruce B. Butler and Judith A. Butler, husband and wife Washington Trust Bank, a Washington banking corporation $1,250,000.00 July 19, 1984 July 20, 1984 8407200040 This and other property TRANSAMERICA TITLE INSURANCE COMPANY c Maso h 1 40 9 Title Officer /7 /-7/ r )- j L,7 1 .\, • A -,. r ./ . '• ,, :, 1/4 -..:. A , i 1 . , - .... i .• - . i \ - s ' .. -) ".;:: , ' ; j 1 ' • ,‘ 1 ikAitistaiERICA TITLE iriSURANCE CoMPANY. NORTH 720 ARGONNE ROAD, SPOKANE, WA. 99204 V/ 4 of /11:.SISLiiis _ •• !:}P • :;:r1V-111:1:":1;t I 2'5WAc, 5 • \ T IA, A 1/4) ' T Ken Tupper E. 12929 Sprague Spokane Dear Sir: Transamerica • Title Services Transamerica Title Insurance Company North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 SECOND CERTIFICATE TO PLAT In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies the title to the following described land, situate in the County of Spokane, to wit: LEGAL DESCRIPTION: A parcel of land in the Southeast Quarter of Section 35, T.26 N., R.44 E.W.M., in Spokane County, Washington, described as follows: Beginning at the southeast corner of Lot 1, Block 7 of Summmerfield East First Addition, per plat thereof recorded in Volume 17 of Plats, page 32, in the Auditor's Office of said County; thence northerly along the easterly boundary of said Addition the following five (5) courses: (1.) N.00 ° 03'20 "E. a distance of 140.00 feet; (2.) N.05 °33'06 "E. a distance of 50.23 feet; (3.) N.00 ° 03'20 "E. a distance of 130.00 feet; (4.) S.89 °56'40 "E. a distance of 342.67 feet; (5.) N.00 °25'19 "E. a distance of 195.51 feet; thence 5.89 °34'41 "E. a distance of 125.00 feet; thence 5.61 ° 16'19 "E. a distance of 56.79 feet; thence 5.89 ° 34'41 "E. a distance of 140.00 feet to the westerly margin of Progress Road, as it now exists 60.00 feet in width; thence S.00 ° 25'19 "W. along said westerly margin a distance of 486.57 feet to the northerly margin of Wellesley Avenue, as it now exists 60.00 feet in width; thence N.89 ° 56'40 "W. along said northerly margin a distance of 660.44 feet to the point of beginning. (continued) RECEn t NOV 8 1985 Aunty tngineenng Order No. KM- 122131M Certificate for Filing Proposed Plat of SUMMERFIELD EAST SECOND ADDITION EXCEPTIONS: NOTE: 1985 assessed valuation: Land C. Assessments levied by Trentwood follows, together with interest quency: Tax Account No. Year Annual Billing Amount Paid 35644 -9050 1985 $273.00 $0.00 35644 -9075 1985 $119.00 $0.00 (continued) Order No. KM- 122181M Page 2 2ND PLAT CERTIFICATE A. Real Estate Excise Tax pursuant to the authority of RCW Chapter 28.45 and subsequent amendments thereto. The State and Local Real Estate Tax for the property herein described is computed at 1.32 %. B. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 35644 -9050 1984 $784.57 $0.00 $784.57 1985 $794.90 $0.00 $794.90 35644 -9075 1984 $448.01 $0.00 $448.01 1985 $453.91 $0.00 $453.91 $57,720.00 $33,000.00 Irrigation District No. 3, as and penalty, if any, after delin- Balance Due $273.00 $119.00 1. Liability for future assessments levied by Trentwood Irrigation District No. 3. 2. Reservation of mineral rights by Northern Pacific Railway in Deed dated September 1, 1883, recorded October 20, 1886, as Document No. 946, as follows: Reserving and excepting from said lands such as are now known, or shall hereafter be ascertained to contain coal or iron, and also the use of such surface ground as may be necessary for mining operations; and the right of access to such reserved and excepted coal and iron lands for the purpose of exploring, de- veloping and working the same. 3. CONTRACT OF SAL Seller: Purchaser: Dated: Recorded: Recording No.: Affects: 4. MORTGAGE AND THE Mortgagor: Mortgagee: Amount: Dated: Recorded: Recording No.: Affects: E AND THE TERMS AND CONDITIONS THEREOF: Old National Bank of Washington, as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972, and Mercedes Jeske, a married woman, as her sole and separate prop- erty The W. Main Corporation, a Washington corpor- ation, as to an undivided 50% interest; and T.D.C., Inc., a Washington corporation, as to an undivided 50% interest April 2, 1979 April 6, 1979 7904060363 This and other property Purchaser's interest is now held of record by Tupper, Inc., a Washington corporation, as to an undivided 50% interest; and by Bruce B. Butler and Judith A. Butler, husband and wife, as to an undivided 50% interest. TERMS AND CONDITIONS THEREOF: Tupper, Inc., and Bruce B. Butler and Judith A. Butler, husband and wife Washington Trust Bank, a Washington banking corporation $1,250,000.00 July 19, 1984 July 20, 1984 8407200040 This and other property Records examined as to October 22, 1985 at 8:00 A.M. pds By: cc: Inland Pacific Engineering Co. Spokane County Engineers Spokane County Planning Order No. KM- 122181M Page 3 2ND PLAT CERTIFICATE TRANSAMERICA TITLE INSURANCE COMPANY A-627 tr 4400 Katty Mason Title Officer • Sw /2 • • e t `Sy Tp. LP • "C• N ® \ ‘azi, , e • _ _ . ....... ■••-r/ 1 Dear Sir: Transameric Title Services 9F Ken Tupper E. 12929 Sprague Spokane (continued) Transamerica Title Insurance Compa,., North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 SECOND RECEIVED CERTIFICATE TO PLAT N 0 V 6 1985 Order No. KM- 122181M County Engineering Certificate for Filing Proposed Plat of SUMMERFIELD EAST SECOND ADDITION In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the Unitdd States Courts holding terms in said County, and from such examination hereby certifies the title to the following described land, situate in the County of Spokane, to wit: LEGAL DESCRIPTION: A parcel of land in the Southeast Quarter of Section 35, T.26 N., R.44 E.W.M., in Spokane County, Washington, described as follows: Beginning at the southeast corner of Lot 1, Block 7 of Summmerfield East First Addition, per plat thereof recorded in Volume 17 of Plats, page 32, in the Auditor's Office of said County; thence northerly along the easterly • boundary of said Addition the following five (5) courses: (1.) N.00 ° 03'20 "E. a distance of 140.00 feet; (2.) N.05 °33'06 "E. a distance of 50.23 feet; (3.) N.00 ° 03'20 "E. a distance of 130.00 feet; (4.) S.89 °56'40 "E. a distance of 342.67 feet; (5.) N.00 °25'19 "E. a distance of 195.51 feet; thence S.89 °34'41 "E. a distance of 125.00 feet; thence S.61 ° 16'19 "E. a distance of 56.79 feet; thence S.89 ° 34'41 "E. a distance of 140.00 feet to the westerly margin of Progress Road, as it now exists 60.00 feet in width; thence 5.00 ° 25'19 "W. along said westerly margin a distance of 486.57 feet to the northerly margin of Wellesley Avenue, as it now exists 60.00 feet in width; thence N.89 ° 56'40 "W. along said northerly margin a distance of 660.44 feet to the point of beginning. EXCEPTIONS: A. B. Real Estate Excise Tax pursuant to the authority of 28.45 and subsequent amendments thereto. The State and Local Real Estate Tax for the property described is computed at 1.32 %. General taxes as follows, together with interest and any, after delinquency: Tax Account No. Year Annual Billing 35644 -9050 1984 $784.57 1985 $794.90 35644 -9075 1984 $448.01 1985 $453.91 NOTE: 1985 assessed valuation: Land $57,720.00 " $33,000.00 Amount Paid $0.00 $0.00 $0.00 $0.00 C. Assessments levied by Trentwood Irrigation District N follows, together with interest and penalty, if any, quency: Tax Account No. Year Annual Billing Amount Paid 35644 -9050 1985 $273.00 $0.00 35644 -9075 1985 $119.00 $0.00 1. Liability for future assessments levied by Trentwood District No. 3. (continued) Order No. KM- 122181M Page 2 2ND PLAT CERTIFICATE RCW Chapter herein penalty, if Balance Due $784.57 $794.90 $448.01 $453.91 o. 3, as after delin- Balance Due $273.00 $119.00 Irrigation 2. Reservation of mineral rights by Northern Pacific Railway in Deed dated September 1, 1883, recorded October 20, 1886, as Document No. 946, as follows: Reserving and excepting from said lands such as are now known, or shall hereafter be ascertained to contain coal or iron, and also the use of such surface ground as may be necessary for mining operations; and the right of access to such reserved and excepted coal and iron lands for the purpose of exploring, de- veloping and working the same. Records examined as to October 22, 1985 at 8:00 A.M. By: pds cc: Inland Pacific Engineering Co. Spokane County Engineers Spokane County Planning Order No. KM- 122181M Page 3.2ND PLAT CERTIFICATE 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller: Old National Bank of Washington, as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972, and MercedesJeske, a married woman, as her sole and separate prop- erty Purchaser: The W. Main Corporation, a Washington corpor- ation, as to an undivided 50% interest; and T.D.C., Inc., a Washington corporation, as to an undivided 50% interest Dated: April 2, 1979 Recorded: April 6, 1979 Recording No.: 7904060363 Affects: This and other property Purchaser's interest is now held of record by Tupper, Inc., a Washington corporation, as to an undivided 50% interest; and by Bruce B. Butler and Judith A. Butler, husband and wife, as to an undivided 50% interest. TRANSAMERICA TITLE INSURANCE COMPANY k 2t 2L4 Kat ason J Title Officer FROM ANGLE DIST NORTH EAST TO AUTO INV PLAT BDRY PE12068 10/22/85 * * * ** START 1029.79402 1624.97880 3 3 INV N 0 03 20.0 E 140.0000 1169.39395 1625.11454 4 4 INV N 5 33 06.0 E 50.2700 1219.38834 1629.97396 5 5 INV N 0 03 20.0 E 130.0000 1349.38828 1630.10001': 6 6 INV S 89 56 40.0 E 342.6700 1349.05602 1972.76985 7 7 INV N 0 25 19.0 E 195.5100 1544.56072 1974.20964 •8 8 INV S 89 34 41.0 E 125.0000 1543.64018 2099.20625 9 9 INV S 61 16 19.0 E 56.7900 1516.34390 2149.00602 10 10 INV S 89 34 41.0 E 140.0000 1515.31291 2289.00222 11 11 INV S 0 25 19.0 W 486.5700 1028.75610 2285.41900 12 12 INV N 89 56 40.0 W 660.4400 1029.79648 1624.97931 13 LAT & DEP - 0.00247 - 0.00051 13 HCLOSE S 11 42 09.2 W 0.0025 1029.39402 1624.97880 PREC =1 TO 924263 Area= 267745.47sq ft 6.1466acres FROM ANGLE BROAD AVE CENTERLINE PE12O6B 10/27/85 * * * ** START 1 *2 14 TRAY S 89 56 40.0 E 494.0800 44 TRAY . S 44 45 40.0 E 20.0000 FROM F R O M FROM LAT & DEP 45 HCLOSE N 65 39 21.5 E PREC =1 TO 364021 LAT & DEP 48 HCLOSE S 82 36 51.2 E PREC =1 TO 54006 LAT & DEP 51 HCLOSE N 55 30 34.0 E PREC =1 TO 41090 LAT & DEP 53 HCLOSE N 65 26 40.6 E PREC =1 TO 145399 DIST NORTH EAST TO 0.0014 NO AREA ANGLE DIST LUCILLE ROAD CENTERLINE 1- Cb'22718fr * * * ** START 45 INV N 44 45 40.0 W 20.0000 7 *8 44 TRAY N 0 25 19.0 E 207.6200 DEFL 0 00 00.0 RT 46 TRAY N 0 25 19.0 E 128.4700 9 *10 47 TRAY S 61 16 19.0 E 28.3950 0.0071 NO AREA ANGLE DIST CENTERLINE BROAD AVE * * * ** START 24 *25 46 TRAY. S 89 34 41.0 E 195.0000 44 *46 49 TRAY N 0 25 19.0 E 115.0000 DEFL 90 00 00.0 LT 50 TRAY N 89 34 41.0 W 30.0000 ANGLE DIST PROGRESS AND WELLESLEY CENTERLINE * * * ** START 50 INV S 0 25 19.0 W 115.0000 DEFL 0 00 00.0 RT 49 TRAY S 0 25 19.0 W 401.3800 2 *1 52 TRAY N 89 56 40.0 W 690.2500 0.0083 NO AREA 1194.39115 1627.54425 14 1193.91207 1179.71110 0.00058 1179.71168 NORTH 1179.71110 1195.91207 1401.52644 1529.99296 NORTH 1401.52644 1400.09041 1515.08730 1515.30822 0.00469 0.0083 1515.31291 NO AREA N OR T H _ 1515.087.30 1400.09041 998.72130 999.39058 0.00345 999.39403 2121.62402 44 2135.70707 45 0.00129 21 35. 70875 18 EAST 2135.70707 45 2121.62402 44 2123.15299 46 2124.09907 47 1516.34482 • 2148.99896 48 - 0.00092 0.00706 1516.34390 2149.00602 10 EAST 2123.15299 2318.14770 2318.99459 2288.99540 _ 0.00682 2289.00222 EAST 2318.99459 2318.14770 2315.19183 1624.94216 0.00755 1624.94971 TO TO TO 46 49 50 51 11 50 49 5.% 53� FROM ANGLE DIST NORTH EAST TO . AUTO INV BLOCK 12 SIDELINE PE12068 10/23/85 ***** START 1516.34390 2149.00602 10 10 INV S 89 34 41.0 E 135"0000 1515.34973 2284.00236 36 36 INV S 0 25 19.0 W 70,0000 1445.35163 2283"48686 37 INV CURVE RADIAL S 89 34 41.0 E DELTA 90 00 00.0 RT RAD 20.0000 TAN 20^0000 L-ARC 31,4159 RADIAL S 0 25 19.0 W RP 1445"49891 2263.48740 38 37 CHORD S 45 25 19.0 W 28,2843 1425.49946 2263.34012 39 TAN@PT N 89 34 41.0 W 39 INV N 89 34 41.0 W 95.0000 1426.19906 2168.34269 40 INV CURVE RADIAL S 0 25 19^0 W DELTA 90 00 00.0 RT RAD 20"0000 TAN 20"0000 L-ARC 31.4159 RADIAL N 89 34 41.0 W RP 1446"19852 2168.48998 41 40 CHORD N 44 34 41.0 W 28.2843 1446"34580 2148.49052 42 TAN@PT N 0 25 19.0 E 42 INV N 0 25 19.0 E 70.0000 1516.34390 2149"00602 43 1516.34390 2149"00602 10 NO CLOSURE ERROR Area=11978"32sq ft 0"2750acres .7+ FROM ANGLE DJST NORTH EAST TO AUTO INV BLOCK 10 SIDELINE PE1206B 10/23/85 ***** START 1219"38834 1629"97396 5 5 INV N 0 03 20.0 E 130.0000 1349.38828 1630"10001 6 6 INV S 89 56 40.0 E 342°6700 1349.05602 1972.76985 7 7 INV N 0 25 19.0 E 195"5100 1544.56072 1974^20964 8 8 INV S 89 34 41.0 E 125.0000 1543.64018 2099.20625 9 9 INV S 0 25 19"0 W 304.8400 1238.80845 2096.96133 32 INV CURVE RADIAL S 89 34 41.0 E DELTA 89 38 01.0 RT RAD 20.0000 TAN 19.8725 L-ARC 31.2880 RADIAL S 0 03 20.0 W RP 1238.95574 2076.96187 33 32 CHORD S 45 14 19.5 W 28.1937 1218.95575 2076.94248 34 TAN@PT N 89 56 40.0 W 34 INV N 89 56 40.0 W 446.9600 1219"38913 1629.98269 35 � LAT & DEP -0"00079 ~0"00873 35 HCLOSE S 84 50 08"2 W 0.0088 1219.38834 1629.97396 5 PREC=1 TO 179886 Area=85047,25sq ft 1^9524acres . • FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 11 SIDELINE PE1206B 10/22/85 ***** START 1029"39402 1624.97880 3 3 INV N 0 03 20.0 E 140.0000 1169.39395 1625.11454 4 4 INV . S 89 56 40.0 E 447.7300 1168.95982 2072.84433 15 INV CURVE RADIAL N 0 03 20.0 E DELTA • 63 53 04.0 RT RAD 20.0000 TAN 12.4694 L-ARC 22°2999 RADIAL N 63 56 24.0 E RP 1148.95983 2072, 494 16 15 CHORD S 58 00 08.0 E 21.1626 1157"74607 2090.79163 17 TAN@PT S 26 03 36"0 INV CURVE RADIAL S 63 56 24.0 W DELTA 217 24 09.0 LT RAD 50.0000 TAN 147,7080 L-ARC 189.7195 RADIAL N 26 32 15.0 E RP 1179.71168 2135.70835 18 17 CHORD N 45 14 19.5 E 94.7203 1224.44378 2158.04753 19 TAN@PT N 63 27 45.0 W ' INV CURVE RADIAL S 26 32 15.0 W DELTA 63 53 04.0 RT RAD 20.0000 TAN 12.4694 L-ARC 22.2999 RADIAL N 89 34 41.0 W RP 1242.33663 2166.98320 20 19 CHORD N 31 31 13°0 W 21.1626 1242.48391 2146.98374 21 TAN@PT N 0 25 19.0 E 21 INV N. 0 25 19.0 E 113"8600 1356.34083 2147.82223 22 INV CURVE RADIAL N 89 34 41.0 W DELTA .90 00 00.0 RT RAD 20"0000 TAN 20.0000 L-ARC 31.4159 RADIAL N 0 25 19.0 E RP 1356^19354 2167.82169 23 ' 22 CHORD N 45 25 19.0 E 28.2843 1376.19300 2167.96897 24 TAN@PT S 89 34 41.0 E 24 INV S 89 34 41.0 E 95^0000 1375.49339 2262.96640 25 INV CURVE RADIAL N 0 25 19^0 E DELTA. 90 00 00.0 RT RAD 20,0000 TAN 20.0000 L-ARC 31.4159 RADIAL S 89 34 41.0 E RP . 1355.49394 2262.81911 26 25 CHORD S 44 34 41.0 E 28,2843 1355.34665 2282"81857 27 TAN@PT S 0 25 19.0 W 27 INV S 0 25 19.014 296.7900 1058.56470 2280.63293 28 INV CURVE RADIAL S.89 34 41"0_E -- DELTA 89 38 01.0 RT RAD 30.0000 TAN 29,8088 L-ARC 46°9320 RADIAL S 0 03 20.0 W RP 1058"78563 2250"63375- 29 28 CHORD S 45 14 19.5 W 42.2905 1028.78564 2250.60466 30 TAN@PT N 89 56 40^0 W 30 INV N 89 56 40"0 W 625.6300 1029.39227 1624.97495 31 LAT & DEP 0.00175 O,003R4 �i 31 HCLOSE N 65 31 23.8 E 0^0042 1029.39402 1624�97880 3 PREC=1 TO 488768 Area=114652.96sq ft 2~6321acres ,.O.rNt I oun,. ",-w, Dear Sir: S_A'A) Ca a,Na.r Very truly yours, UY1 ^lOG llY COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SA OflANE ' Wass avow tin 99260 /2.95 Subdivision Name: jvmry/C- ter /ELO E/t5T 2,?-- 4 pp /IC pat) 6 e One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above - titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: $ Z36, (oo ° - - ° A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 19) Rough Grade CY 7.90 0"00 20) Base Course CY 12.00 0.00 21) Top Course CY 12.00 0.90 22) Asphalt.Concrete Tons 36^00 0"00 23) Curb Type A LF 4.25 0.00 24) Curb Type B LF 5.20 0.00 25) Curb Type .R LF 5.20 0.00 26) Sidewalk SQ YD 13.00 0"00 Road Name Section # Width 19) Rough Grade CY 7"90 0.00 . 20) Base Course CY • 12.00 0.00 21) Top Course CY 12.00 0.00 22) Asphalt Concrete Tons 36.00. 0.00 23) Curb Type A LF 4"25 0,00 24) Curb Type B LF 5.20 0.00 25) Curb Type R LF 5.20 0.00 26) Sidewalk S8 YD 17,()0 0.00 Road Name Section # Width 19) Rough Grade CY 7.90 0,00 20) Base Course CY 12"00 0.0() 21) Top Course CY 12.00 0.00 22) Asphalt Concrete Tons 36.00 0"00 23) Curb Type A .. LF 4.25 0.00 24) Curb Type B . LF 5.20 0.00 25) Curb Type R LF 5.20 0"00 26) Sidewalk SQ VD 13"00 • 0,00 . NON-STANDARD ROAD ITEMS GRADING AND SURFACING SURFACING GRAND TOTAL 0.00 0"00 0.00 0.00 102067.20 236596.29 E3C30'413 ESE3 - I - Pllfll Fr OFR Pi PROJECT SUMMER FIELD.), / NAME N JS DATE 5/3/85 , DRAINAGE ITEMS UNITS 1) Drywell - Type A . 2) Drywell - Type B � EA, 3) Grate - Type 1 EA. 4) Grate - Type 2 EA. 5) Grate - Type 3 EA. 6) Backfill For DW CY 7) Concrete Inlet EA, 8) G.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 EA. 13) Solid Lid EA. 14) Ditch Excavation CY 15) Sod . SF NON STANDARD DRAINAGE ITEMS 1) 2> ' 3> 4) 5) 6) DRAINAGE SUBTOTAL 51969.09 16) Monuments E. 14 140.00 1960.00 17) Barricade LF 20.00 (),00 18) Street Signs EA. 8 75.00 600.00 -------------------------------------------------------~---------^^----- OTHER SUBTOTAL 2560.00 Road Name ALL ROADS Section # Width 19) Rough Grade CY 3560.3 7.90 28126.37 20) Base Course CY 12.00 0.00 21) Top Course CY 1780.1 12.00 21361.20 22) Asphalt Concrete Tons 2122.8 36,00 76420.80 23) Curb Type A . 6279 4.25 26685.75 24) Curb Type B �' LF , 1840.4 5.20 9570.08 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 1531 13.00 19903.00 • Road Name Section # QUANTITY PRICE COST 1150.00 0.00 15 1400.00 21000,00 270"00 0.00 290.00 0.00 15 270.00 4050.00 609 8.50 5176.50 500.00 0.00 97 12.00 1164.00 15.00 0.00 18.00 0.00 21,00 0.00 1400,00 0.00 270.00 0.00 1106.1 7.90 8738.19 '78936 0^15 11840.40 0"0 0. 00 0.00 0"00 0.00 0.00 CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE 'CURB STREET # 9 NAME- CROWN AVE ITEM MEASUREMENT SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING EXISTING 6).11 r9scA /0��.9 .~ - 0"OO FT. . 17 FT. 0.00 FT. LENGTH- 245 FT. 9613.36 S.F. . 67 FT. . 33 FT. 0.00 FT. . 17 FT. 0.00 FT. e r �' � 'r 1� �~ ` .7\�~ 4/�/� f -- 0"0 C.Y. 72.9 TONE PROPOSED 346.7 FT. WIDTH- 40FT. QUANTITY 237.4 C.Y. 118.7 C.Y. 0.0 C.Y. 121.7 TONE PROPOSED 456.2 FT. 3c1*-3,~0148;+ 3442.5 C.Y. lig» 5 C.V. 00CY \I1l�� ��`4r ^ ^ ^ � � f2062^4 TONS 7893.6 FT. �/ /1'9- FT ROADWAY EXCAVATION .67 FT. 230.2 C.V. CRUSHED SURFACING TOP COURSE .33 FT. 115.1 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.V. ASPHALT CONCRETE .17 FT. . 118.0 TONE CURB EXISTING 0.00 FT. PROPOSED 487.5 FT. STREET # 5 NAME- LUCILLE ROAD � ITEM LENGTH- 1110 FT. WIDTH- 36FT. ITEM SURFACE AREA- 38022.31 S.F. ROADWAY EXCAVATION .67 FT. 938.8 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 469.4 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.V. ASPHALT CONCRETE -. "17 FT. 481.1 TONE CURB • EXISTING 0.00 FT. PROPOSED 1973.2 FT. ' STREET # 6 NAME- OLYMPIC AVE • MEASUREMENT QUANTITY LENGTH- 542 FT, WIDTH- 36FT. MEASUREMENT QUANTITY SURFACE AREA- 19037.84 S.F. ROADWAY EXCAVATION .67 FT. 470.1 C.Y CRUSHED SURFACING TOP COURSE .33 FT. 235.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT". 0.0 C.Y. ASPHALT CONCRETE • .17 FT. 240.9 TONE CURB EXISTING 0,00 FT. PROPOSED 995.0 FT. STREET # 7 NAME- BELLEVUE CT ITEM MEASUREMENT QUANTITY • SURFACE AREA- 17698.14 S.F. . ROADWAY EXCAVATION .67 FT. � 437.0 C.Y. CRUSHED'SURFACING TOP COURSE .33 FT, 218.5 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 224,0 TONE CURB EXISTING 0"00 FT. • PROPOSED 887.4 FT. � STREET # 8 NAME- BROAD AVE #2 SURFACE AREA- . 5761.36 S.F. ROADWAY EXCAVATION .67 FT. LENGTH- 195 FT, WIDTH- 36FT. LENGTH- 371 FT. WIDTH- 36FT, ITEM MEASUREMENT QUANTITY ,"..,..�" ,..,, - ^^`"^'o^^"./nrc 142.3 C.Y. - 7/ 1 r v STREET # 1 ' NAME- WELLESLEY AVE ITEM STREET # 2 NAME- PROGRESS ROAD ITEM STREET QUANTITIES Error 128 : FULL kt DESIGNER- JS . PROJECT DESCRIPTION` SUMMERFIELD EAST 2ND ADD LENGTH- 690 FT. e "" . � ��� ��/-[- re_ r *`4 / MEASUREMENT DATE 5/02/85 . ~ � L i-/r . u WIDTH- 5FT SURFACE AREA- 3797.45 S.F. ROADWAY EXCAVATION ' .67 FT. . 93.8 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 46.9 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y, ' ASPHALT CONCRETE .33 FT. 96.1 TONS CURB EXISTING 0.00 FT. ^ PROPOSED 675"2 FT. QUANTITY LENGTH- 1358 FT. WIDTH- 15FT. ITEM MEASUREMENT QUANTITY SURFACE AREA- 19758.05 S.F. ROADWAY EXCAVATION .67 FT. 487.9 C.V. CRUSHED SURFACING TOP COURSE .33 FT. 243.9 C.V. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.V. ASPHALT CONCRETE .33 FT. 500.0 TONE CURB EXISTING 0.00 FT. PROPOSED 1165.2 FT. STREET # 3 NAME- BROAD AVE #1 LENGTH- 494 FT. WIDTH' 36FT. MEASUREMENT QUANTITY SURFACE AREA- 16410.10 S.F. ROADWAY EXCAVATION • .67 FT. 405.2 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 202.6 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 207.7 TONE 'CURB EXISTING 4.31 FT. PROPOSED 907.4 FT. STREET # 4 NAME- BROAD AVE 1/2 ITEM o//oc^rc ^oc^_ 07.7r LENGTH- 494 FT. WIDTH- 18FT. MEASUREMENT QUANTITY BOND EST FORM I PROJECT 4ojhee 6{`14NAME C tr/ . WA] DATE 5 0 — (PS Item I/ Drainage items Units Quantity Price Cost 1) Drywell - Type A EA 2) Drywell - Type B EA 3) Grate - Type 1 4) Grate - Type 2 5) Grate - Type 3 EA EA EA 6) Backfill for DW CY 7) Concrete inlet EA 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. Non Standard Drainage Items LF LF LF LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF i +I 31, /0 1 - 7 8 5 3 13erw� x Sc�{ _ v 2 ,5 I x a = a' a- ss /1(aa, Lt-- )30 Sod 1,21 e �x s42 Std Bdl Ow1 Conc 1 Dia " Dia c{ 4 -Dia OTHER L.Swo 5 Page Dw1W Dwig BRF Inlet Pipe Pipe Pipe - rnoL3`-ic'K W; d-ft. 'N -5 ea ,0 0 w llrl�� > I cl 0 i ‘ 3 8r <.o(3) I�- O LUiR cc4) �� 5 /0 ry 5) d� /0 t t 6.ttv.c6)"r / to O ( la Crew 7) / ill- t S -( / /o 0 96/4 / c ,,ci= 7^9 5 ale Ere,%S. Y � �� - a 1la3vt r y /1+ 5 — f fe)(y x 5,(3;1 , 5 ( S4oI / O x F / = l 0 ft 1/2f. ITEM 11 STD ROAD ITEMS UNITS 16) Monuments EA 17) Barricades EA 18) Street Signs EA Road Name Section 6 Width 19) Rough Grade CY 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete TONS 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Road Name Section # Width 19) Rough Grade CY 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete TONS 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Road Name Section li Width 19) Rough Grade CY 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete TONS 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Non Standard Road Items 1) 2) 3) 4) QUANTITY PRICE COST '4 WORK FILE: 5P3O5 FROM ANGLE AUTO INV PLAT SDRY 1/24/85 * * * ** START INV 3 N 0 03 20.0 E INV 4 N 5 33 O6.0 E INV 5 N 0 03 20.0 E INV 6 S 89 56 40.0 E INV 7 N 0 25 19.0 E INV 8 N 89 56 4O.0 W INV 9 N 0 03 20.0 E INV1O N 32 37 45.0 W INV11 N 0 03 20.0 E INV12 N 89 56 40.0 W INV17 N 13 55 30.0 W INV14 N 10 11 01.0 W INV15 N 0 05 00.0 W INV16 S 70 53 05.0 E INV17 S 43 11 00.0 E INV18 N 39 05 40.0 E INV19 S 43 11 00.0 E INV2O S 0 25 19.0 W INV21 N 89 56 40.0 W LAT & DEP HCL ©9E S 19 08 44.1 E PREC=1 TO 850455 140.0000 50.2300 130.0000 342.6700 560.0100 375.0900 120.0000 59.4100 1 36.4300 75.1900 74.9900 247.5000 220.8800 409.8300 312.8400 156. 1500 1322.8200 660.4400 DIST - 0.00601 0.00209 0.0064 1029.39402 1624.97880 3 764323.SOft 17.5465ac NORTH EAST 1029. 39402 1624.97880 3 1169.39395 1625.11454 4 1219.38834 1629.97396 5 1349.38828 1630.10001 6 1349.05602 1972.76985 7 1909.05083 1976.89391 8 1909.41453 1601.80408 9 2029:41447 1601.92044 10 2079.44827 1569.88659 11 2199.44821 1570.00295 12 2199. 48 354 153.3. 57296 13 2272.46382 1515.47837 14 2346.27244 1502.21990 15 2593.77218 1501.85992 16 • 2521.44064 1710.56096 17 2222.60583 1991.02199 18 2465.40332 2188.29906 19 . . 54378 22.95. 15798 20 1028.75965 2285.41640 21 1029.40003 1624.97671 22 TO INV CURVE RADIAL N 46 49 00.0 E DELTA 43 14 20.0 RT RAD _ 125.0000 TAN 49.5401 L -ARC 94.3326 RADIAL S 89 56 40.0 E RP 2166.95531 1624.97554 49 48 CHORD S 21 37 50.0 E 92.1100 2166.83411 1749.97548 50 TAN'?PT S 0 03 20.0 W 50 INV S 0 03 20.0 W 67.5500 2099.28414 1749.90998 51 INV CURVE RADIAL S 89 56 40.0 E DELTA 90 00 00.0 RT RAD 20.0000 TAN 20. 0000 L -ARC 31.4159 RADIAL S 0 03 20.0 W RP 2099.30353 1729.90999 52 51 CHORD S 45 03 20.0 W 28.2843 2079.30354 1729.89060 53 TAN€'PT N 89 56 40.0 W 53 INV N 89 56 40.0 W 160.0000 2079.45868 1569.89067 54 LAT & DEP - 0.01041 - 0.00408 54 HCLOSE S 21 24 28.6 W 0.0112 2079.44827 1569.88659 11 PREC =1 TO 260477 173690.00ft 3.9874ac ntaG1iias L -ARC 31.4159 RADIAL N 89 56 40.0 W RP 2099.21617 1819.90999 34 33 CHORD .N 44 56 40.0 W 28.2843 2099.23556 1799.91000 35 TAN@PT N 0 03 20.0 E 35 INV N 0 03 20.0 E 67.5500 2166.78553 1799.97550 36 INV CURVE RADIAL S 89 56'40.0 E DELTA 43 14 20.0 LT RAD 175.0000 TAN 69. 3561 L -ARC 132.0657 RADIAL N 46 49 00.0 E RP 2166.95522 1624.97558 37 36 CHORD N 21 33 50.0 W 128.9540 2286.71385 1752.57993 38 TAN @PT N 43 11 00.0 W INV CURVE RADIAL S 46 49 00.0 W DELTA 6 08 12.0 RT RAD 814.9800 TAN 43.6860 L -ARC 87.2885 RADIAL S 52 57 12.0 W RP 2844.43321 2346.83704 39 38 CHORD N 40 06 54.0 W 87.2467- 2353.43604 1696.36477 40 TANIPPT N 37 02 48.0 W INV CURVE • RADIAL 5 57 12.0 W DELTA 51 54 03.0 RT RAD 20.0000 TAN 9.7332 L -ARC 18.1168 RADIAL N 75 08 45.0 W RP 2365.48534 1712.32767 41 40 CHORD N 11 05 46.5 W 17.5037 2370.61253 1692.99604 42 TAN®PT N 14 51 15.0 E INV CURVE RADIAL S 75'08 45.0 E DELTA 279 56 26.0 LT RAD 50.0000 TAN 41.9992 L -ARC 244.2942 RADIAL S 4 54 49.0 W RP 2383.43052 1644.66697 43 42 CHORD S 54 53 02.0 W 64.3185 23+3.61427 1640.38429 44 TANC'PT S 85 05 11.0 E INV CURVE RADIAL N 4 54 49.0 E DELTA 48 14 10.0 RT RAD 20.0000 TAN 8.9540 L -ARC 16.8376 RADIAL N 53 08 59.0 E RP 2313.68777 1638.67121 _45_ 44 CHORD S 60 58 06.0 E 16.3447 2325.68229 1654.67532 46 TANGAPT S 36 51 01.0 E INV CURVE RADIAL S 53 08 59.0 W DELTA 6 19 59.0 LT RAD 864.9800 - TAN 47..8530 L -ARC 95.6085 RADIAL S 46 49 00.0 W RP 2844.43330 2346.83700 47 . 46 CHORD S 40 01 00.5 E 95.5599 2252.49719 1716.12150 48 TrthltlOT C fl II nn n C FROM ANGLE AUTO INV BLOCK 10 SL 1/24/85 * * * ** START 11 INV N 0 03 20.0 E 12 INV N 89 56 40.0 W 13 INV N 13 55 30.0 W 14 INV N 10 11 01.0 W 15 INV N 0 05 00.0 W 16 INV S 70 53 05.0 E 17 INV S 43 11 00.0 E 18 INV N 39 05 40.0 E INV CURVE RADIAL S 39 05 40.0 W DELTA B 32 59.0 LT RAD 403.3600 TAN 30.1508 L -ARC 60.1897 RADIAL S 30 32 41.0 W RP 23 CHORD S 55 10 49.5 E TAN&PT S 59 27 19.0 E INV CURVE RADIAL N 30 32 41.0 E DELTA 78 48 42.0 RT RAD 20. 0000 TAN 16.4316 L -ARC 27.5105 RADIAL S 70 38 37.0 E RP 25 CHORD S 20 02 58.0 E TAN&PT S 19 21 23.0 W INV CURVE RADIAL N 70 38 37.0 W DELTA' 18 56 03.0 LT RAD 488.9400 TAN 81.5318 L-ARC 161.5768 RADIAL N 89 34 40.0 W RP '7 CHORD S 9 53 21.5 W TAN@PT S 0 25 20.0 W 29 INV S 0 19.0 W INV CURVE RADIAL S 89 34 41.0 E DELTA 89 38 01.0 RT RAD 20.0000 TAN 19.8725 L -ARC 31.2880 RADIAL S 0 03 20.0 W RP 30 CHORD S 45 14 19.5 W TAN@PT N 89 56 40.0 W 32 INV N 89 56 40.0 W INV CURVE RADIAL S 0 03 20.0 W DELTA 90 00 00.0 RT RAD 20.0000 DIST NORTH EAST TO 120.0000 36.4300 75.1900 74.9900 247.5000 220.8800 409.8300 129.8400 60.1339 25.3924 7.9200 28.1937 263.77800 2079.44827 2199.44821 2199.48354 2272.46382 2346.27244 259 "3. 77218 2521.44064 2 222.60583 2323.37564 2636.42638 2289.03954 2271.81489 2265.18603 2103.13024 160.8426 2106.73329 2098.81350 2098.96079 2078.96080 2079.21618 1569.88659 11 1570.00295 12 1533.57296 13 1515.47837 14 1502.21990 15 1501.85992 16 1710.56096 17 1991.02199 18 2072.89916 _ v 2327.25820 24 2122.26631 25 2112.10210 26 2130.97160 27 2592.27437 28 2103.34765 29 2103.28932 30 2083.28987 31 2083.27047 32 1819.89 i60 33 WORK FILE: PE1206B FROM ANGLE AUTO INV BLOCK 11 SL 1/24/85 * * * ** START 5 INV N 0 03 20.0 E 6 INV S 89 56 40.0 E 7 INV N 0 25 19.0 E 8 INV N 89 56 40.0 W 9 INV N 0 03 20.0 E 10 INV S 89 56 40.0 E INV CURVE RADIAL N 0 03 20.0 E DELTA 90 21 59.0 RT RAD 20.0000 TAN 20.1283 L -ARC 31.5438 RADIAL S 89 34 41.0 E RP 55 CHORD S 44 45 40.5 E TANGPT S 0 25 19.0 W 57 INV 8 0 25 19.0 W INV CURVE RADIAL S 89 34 41.0 E DELTA 89 38 01.0 RT RAD 20.0000 TAN 19.8725 L -ARC 31.2880 RADIAL S 0 03 20.0 W RP 58 CHORD S 45 14 19.5 W TAN@PT N 89 56 40.0 W 60 INV N 89 56 40.0 W DIST 130.0000 342.6700 560.0100 375.0900 120.0000 480.7200 28.3746 770.0200 28.1937 446. 9600 NORTH 1219.388:4 1349.38828 1349.05602 1909. 05083 1909.41453 2029.41447 2028.94835 2008.94836 2008.80108 1238.80196 1238.94924 1218.94925 1219.38264 LAT & DEP 0.00570 61 HCLOSE N 27 18 57.9 E 0.0064 1219.38834 PREC =1 TO 512269 190623.35ft 4.3761ac EAST TO 1629.97396 5 1630.10001 6 1972.76985 7 1976.89391 8 1601.80408 9 1601.92044 10 2082. 64021 55 2082.62082 56 2102.62028 57 2096.94965 58 2076.95020 59 2076.93080 60 1629.97101 61 0.00295 1629.97396 5 WORK FILE: PE12069 WORK FILE: PE1206B FROM ANGLE DIST NORTH EAST TO AUTO INV • BLOCK 12 SL 1/25/85 ***** START 1029^39402 1624.97880 3 3 INV N 0 03 20.0 E 140.0000 1169.39395 1625.11454 4 4 INV S 89 56 40"0 E 447.7300 1168.95982 2072.84433 62 INV.CURVE RADIAL N 0 03 20.0 E DELTA 63 53 04.0 RT RAD 20"0000 TAN 12.4694 L-ARC 22.2999 RADIAL N 63 56 24.0 E RP 1148.95983 2072.82494 63 62 CHORD S 58 00 08,0 E 21.1626 1157"74607 2090"79163 64 TAN@PT S 26 03 36.0 E INV CURVE RADIAL S 63 56 24,0 W DELTA 217 24 09.0 LT . RAD 50.0000 TAN 147.7080 L-ARC 189.7195 RADIAL N 26 32 15"0 E RP 1179.71168 2135.70835 65 64 CHORD N 45 14 19.5 E 94.7203 . 1224.44378 2158.04753 66 TAN@PT N 63 27 45.0 W INV CURVE RADIAL S 26 32 15.0 W DELTA 63 53 04.0 PT RAD 20.0000 TAN 12.4694 L-ARC 22.2999 RADIAL N 89 34 41.0 W RP 1242.33663 2166^98320 67 66' CHORD N 31 31 13.0 W 21.1626 1242.48391 2146.98374 68 TAN@PT N 0 25 19.0 E 68 INV N 0 25 19.0 E 113.8600 1356,34083 2147.82223 69 INV CURVE RADIAL N 89 34 41.0 W DELTA 90 00 00^0 RT RAD 20,0000 TAN 20.0000 L-ARC 31.4159 RADIAL N 0 25 19.0 E RP 1356.19354 2167.82169 70 69 CHORD N 45 25 19.0 E 28.2843 1376"19300 2167.96897 71 TAN@PT S 89 34 41.0 E 71 INV S 89 34 41.0 E 95.0000 1375.49339 2262"96640 72 INV CURVE • RADIAL N 0 25 19.0 E DELTA 90 00 00.0 RT RAD 20"0000 TAN 20.0000 L-ARC 31.4159 RADIAL S 89 34 41.0 E 'RP 1355.49394 2262"81911 73 72 CHORD S 44 34 41.0 E 28.2843 1355.34665 2282.81857 74 TAN@PT S 0 25 19"0W 74 INV S 0 25 19,0 W 296"7900 1058.56470 2280.63293 75 INV CURVE RADIAL S 89 34 41.0 E DELTA 89 38 01.0 PT RAD 30"0000 TAN 29^8088 L-ARC 46"9320 RADIAL S 0 03 20.0 W RP. / 1058.78563 2250.63375 76 75 CHORD S 45 14 19.5 W 42.2905 1028.78564 2250.60466 77 TAN@PT'N 89 56 40.0 W ' 77 INV N 89 56 40"0 W 625.6300 1o29.39227 1624,97495 78 - LAT & DEP 0.00175 0"00384 78 HCLOSE N 65 31 24.1 E 0.0042 1029"39402 1624.97880 3 PREC=1 TO 488772 114652,96ft 2.6321ac STRAIGHT/STRAIGHT 81*83 8RG1 N 0 25 19°0 E 81*82 BRG2 S 89 34 41.0 E 1/2W1= 25.000 1/2W2= 25^000 CORNER # 1 DELTA RAD TAN L-ARC OFFSETS= 45,000 PC,RP,PT 04 90 00 00.0 LT 20"O000 20.0000 31.4159 45.000 FROM ANGLE DlST AUTO INV BLOCK 13 SL 1/25/85 ***** START INV CURVE RADIAL S 0 25 19.0 W DELTA 90 00 00.0 RT RAD 20,0000 TAN 20.0000 L-ARC 31.4159 RADIAL N 89 34 41.0 W RP 106 CHORD N 44 34 41.0 W 28.2843 TAN@PT N 0 25 19.0 E 104 INV N 0 25 19.0 E 660.0300 INV CURVE RADIAL N 89 34 41.0 W DELTA . 17 50 38"0 RT RAD 438"9400 TAN 68.9084 L-ARC 136.7011 . RADIAL N 71 44 03"0 W RP 107 CHORD N 9 20 38.0 E 136.1493 TAN@PT N 18 15 57.0 E INV CURVE RADIAL N 71 44 03.0 W DELTA 90 01 02.0 RT RAD 20.0000 TAN 20.0060 L-ARC 31.4219 RADIAL N 18 16 59.0 E RP 109 CHORD N 63 16 28.0 E 28.2885 TAN@PT S 71 43 01.0 E INV CURVE RADIAL S 18 16 59.0 N DELTA 10 23 47.0 LT RAD ' -403�3600 TAN 36°6958 L-ARC 73,1902 RADIAL S 7 53 12.0 W ' RP 111 CHORD S 76 54 54.5 E 73"0898 TAN@PT S 82 06 48.0 E INV CURVE RADIAL N 7 53 12.0 E DELTA 82 32 07.0 RT RAD 20,0000 TAN 17.5504 L-ARC 28.8102 RADIAL S 89 34 41.0 E RP 113 CHORD S 40 50 44.5 E 26.3831 TAN@PT S 0 25 19.0 W 115 INV S 0 25 19.0 W 771.5900 INV CURVE RADIAL S 89 34 41.0 E DELTA 90 00 00^0 RT RAD 20"0000 TAN 20^0000 L-ARC 31.4159 RADIAL S 0 25 19.0 W RP 116 CHORD S 45 25 19"0 W 28.2843 TAN@PT N 89 34 41.0 W 118 INV N 89 34 41.0 W 95.0000 1401.52644 2123"15299 81 1446.19383 1426.19437 NORTH 1426.19437 1446.19383 1446"34112 2106.35322 2103.12075 2240.69607 2234.42754 2253°41791 2636.41561 2236.87082 LAT & DEP 0"00331 119 HCLOSE N 16 58 51.6 W 0.0035 1426^19437 PREC=1 TO 536726 109262"01ft 2,5083ac 1446.34112 2168"48316 105 2168.33587 106 EAST 2168.33587 106 2168.48316 '105 2148.48370 104 2153"34433 107 2592"27242 2175.44949 2194"44174 2200.71598 2327.25471 2271.90806 2148,48370 'TO 108 109 110 11 112 113 2217"05999 2269.16378 114 2216.91271 2289.16323 115 1445"34363 2283,48105 116 1445.49091 2263"48159 117 1425.49146 2263°33431 118 1426.19106 2168"33688 119 -0.00101 2168"33587 106 FROM ANGLE BLOCK 14 SL 1/25/85 ***** START 19*20 19 TRAV S 43 11 00.0 E 148.9000 20*21 121 TRAV S 0 25 19.0 W 38.7900 RADIAL S 89 34 41.0 E DELTA 99 47 35.0 RT RAD 20.0000 TAN 23.7478 L-ARC 34.8343 RADIAL S 10 12 54.0 W RP 122 CHORD S 50 19 06"5 W 30.5953 TAN@PT N 79 47 06.0 W RADIAL S 10 12 54.0 W DELTA 28 52 46.0 RT RAD 343.3600 TAN 88.4136 L-ARC 173.0677 RADIAL S 39 05 40.0 N RP 124 CHORD N 65 20 43.0 W 171.2414 TAN0PT N 50 54 20.0 W 126 TRAV N 39 05 40"0 E 123.0000 FROM ANGLE ***$* START 102 TRAY N 0 25 19.0 E 88.2500 DEFL 90 00 00.0 LT 128 TRAV N 89 34 41.0 W 30.0000 LAT & DEP 129 HCLOSE S 81 22 14.0 E PREC=1 TO 44891 DIST NORTH EAST TO DIST 0.0026 NO AREA 2465.40332 2356.83025 2318.04130 2318"18858 2298"50560 2636.42307 2369.93878 2465.40001 LAT & DEP 0"00331 127 HCLOSE N 21 56 35.0 E 0.0036 2465^40332 PREC=1 TO 145398 16311.58ft 0.3745ac NORTH 2263.07564 2351.32325 2351.54418 -0.00040 2188.29906 2290"19655 2289.91089 2269"91143 2266"36458 2327.25687 2110.73386 EAST 0.00260 19 121 122 123 124 125 126 2188.29773 127 0.00173 2188.29906 19 TO ~ ~~~-- 2324.50466 102 2325"15456 128 2295"15537 129 2351.54378 2295"15798 20 FROM ANGLE DIST NORTH EAST TO AUTO INV CL LUCILLE ROAD 1/25/85 * * * ** START 1169.39395 1625.11454 4 4 INV N 5 33 06.0 E 25.1150 1194.39115 1627.54425 79 79 INV S 89 56 40.0 E 494.0800 1193.91207 2121.62402 80 80 INV N 0 25 19.0 E 207.6200 1401.52644 2123.15299 81 81 INV N 0 25 19.0 E 652.4000. 2053.90875 2127.95742 83 83 INV N 0 25 19.0 E 52.6400 2106.54732 2128.34508 84 INV CURVE RADIAL N 89 34 41.0 W DELTA 24 19 39.0 RT RAD 463.9400 TAN 100.0002 L -ARC .196.9866 RADIAL N 65 15 02.0 W RP 2103.13075 2592.27250 85 84 CHORD N 12 35 08.5 E 195.5102 2297.35967 2170.94667 86 TANGPT N 24 44 58.0 E INV CURVE RADIAL S 24 44 58.0 DELTA 14 20 42.0 RT RAD 373. 3600 TAN 46.9843 L -ARC 93.4772 RADIAL S 39 05 40.0 W RP 2636.42552 2327.25418 87 86 CHORD N 58 04 41.0 W 93.2332 2346.65800 2091.81316 88 TANGPT N 50 54 20.0 W 88 INV S 39 05 40.0 W 30.0000 2323.37477 2072.89514 89 LAT & DEP 0.00086 0 89 HCLOSE N 77 51 45.3 E 0 ;0041 2323.37564 2072.89916 23 PREC =1 TO 426204 NO AREA FROM ANGLE BROAD AVE CL 1/25/85 ***** START 4 INV N 5 33 06^0 E 79 INV S 89 56 40.0 E 80 SSINV S 44 45 53^6 E 80 INV N 0 25 19.0 E 81 INV S 89 34 41.0 E 82 TRAV S 0 25 19"0 W 90 TRAY N 89 56 40.0 W 91 TRAY N 0 03 20"0 E DIST NORTH EAST TO 25.1150 494.0800 20.0005 207.6200 195.0000 401.3800 690.2500 170.0000 1169.39395 1194.39115 1193.91207 1179.71168 1401.52644 1400.09041 998.72130 • 999.39058 1169"39050 LAT & DEP 0.00345 92 HCLOSE N 65 26 40.7 E 0.0083 1169.39395 PREC=1 TO 263105 175056.46ft 4.0187ac 1625.11454 4 1627.54425 79 2121.62402 80 2135.70835 65 2123"15299 81 2318.14770 82 2315.19183 90 1624.94216 91 1625.10699 92 0.00755 1625"11454 4 FROM ANGLE DIST NORTH EAST TO OLYMPIC AVE CL 1/25/85 ***** START 2053"90875 2127.95742 83 83 TRAY N 89 56 40.0 W 353"1000 2054.25113 1774.85759 93 DEFL 0 00 00.0 RT 93 TRAV N 89 56 40.0 W 188.9600 2054.43435 1585.89768 94 11*10 94 TRAY S 32 37 45.0 E 29.7050 2029.41745 1601.91460 95 LAT & DEP -0.00298 0.00584 95 HCLOSE S 62 58 15.8 E 0.0066 2029.41447 1601.92044 10 PREC=1 TO 87285 NO AREA FROM ANGLE DIST NORTH EAST TO BELLEVVF COURT CL 1/25/85 ***** START 2054.25113 1774.85759 93 51*50 93 TRAV N 0 03 20.0 E 112,5500 2166"80107 1774.96672 96 RADIAL S 89 56 40.0 E DELTA 43 14 20.0 LT RAD 150.0000 TAN 59.4481 L-ARC 113.1991 RADIAL N 46 49 00"0 E RP 2166^94652 1624.96679 97 96 CHORD N 21 33 50.0 W 110.5320 2269^59677 1734.34195 98 TAN@PT N 43 11 00.0 W RADIAL S 46 49 00.0 W DELTA 9 53 49.0 RT RAD 839.9800 TAN 72.7276 L-ARC 145"0933 RADIAL S 56 42 49.0 W RP 2844.42451 2346.82825 99 98 CHORD N 38 14 05.5 W 144"9130 2383.42312 1644.65725 100 TAN@PT N 33 17 11.0 W LAT & DEP 100 HCLOSE N 52 42 08.5 E PREC=1 TO 30365 0.0122 NO AREA 0.00740 2383.43052 0.00972 1644.66697 43 FROM ANGLE DIST NORTH EAST TO CL CROWN AVE & PROGRESS ROAD ***** START INV CURVE RADIAL S 39 05 40.0 W DELTA 14 20 42.0 LT RAD 373.3600 TAN 46.9843 L-ARC 93"4772 RADIAL S 24 44 58"0 W RP 2636"42552 Be CHORD S 58 04 41.0 E 93.2332 2297.35967 TAN@PT S 65 15 02.0 E RADIAL S 24 44 58.0 W DELTA 24 19 39.0 LT RAD 373"3600 TAN 80.4761 L-ARC 158.5268 RADIAL S 0 25 19.0 W RP 86 CHORD S 77 24 51.5 E TAN@PT S 89 34 41.0 E 102 SSINV N 70 14 30.5 W 82*90 102 TRAV S 0 25 19.0 W LAT & DEP 103 HCLOSE S 10 36 42.3 W PREC=1 TO 126997 157.3387 247"2475 863.0000 0.0088 NO AREA . 2346.65800 2091.81316 88 2636.42552 2263.07564 2346.65800 1400.09904 2327.25418 87 2170.94667 86 2327.25418 2324.50466 2091.81316 2318.14931 101 102 88 103 -0"00863 -0,00162 1400.09041 2318°14770 82 Trans Title Insurance Services Ken Tupper E. 12929 Sprague Spokane Dear Sir: �F Transamerica - Title Insurance Compa North 720 Argonne Road_ Spokane, Washington 99206 (509) 922-2222 CERTIFICATE TO PLAT RECfVED NOV 16 1984 Comely Engineering Order No. KM- 122181 -M Certificate for Filing Proposed Plat of SU MERFIELD EAST SECOND ADDITION e a i tic co S{, In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land, situate in Spokane County, to wit: LEGAL DESCRIPTION: A parcel of land in the Southeast Quarter of Sectio 35, Township 26 North, Range 44 E.W.M., described as follows: BEGINNING at the Southeast corner of Lot 1, Block 7 of SUMMERFIELD EAST FIRST ADDITION, as per plat thereof recorded in Volume 17 of Plats, page 32; thence Northerly along the Easterly boundary of said Addition the following eleven (11) courses: (1) North 00 °03'20" East a distance of 140.00 feet; (2) North 05 ° 33'06" East a distance of 50.23 feet; (3) North 00 ° 03'20" East a distance of 130.00 feet; (4) South 89 ° 56'40" East a distance of 342.67 feet; (5) North 00 ° 25'19" East a distance of 560.01 feet; (6) North 89 °56'40" West a distance of 375.09 feet; (7) North 00 °03'20" East a distance of 120.00 feet; (3) North 32° 37'45" West a distance of 59.41 feet; (9) North 00 °03'20" East a distance of 120.00 feet; (10) North 89 ° 56'40" West a distance of 36.43 feet; (11) North 13 ° 55'30" West a dis- tance of 75.19 feet to the Northeast corner of Lot 1, Block 9 of said Addition; thence North 10 °11'01" West a distance of 74.99 feet; thence North 00 ° 05`00" West a distance of 247.50 feet; thence South 70 ° 53'05" East a distance of 220.88 feet; thence South 43 ° 11'00" East a distance of 409.83 feet; thence North 39 °05'40" East a distance of 312.84 feet to the Southwesterly margin of the 500.00 foot wide transmission line easement described in the (continued) LEGAL DESCRIPTION (cont): Easement Deed recorded in said Auditor's Office as Document No. 572309A; thence South 43 °11'00" East.along said South- westerly margin a distance of 156.15 feet to the Westerly margin of Progress Road, as it now exists 60.00 feet in width; thence South 00 ° 25'19" West along said Westerly margin a distance of 1322.82 feet to the Northerly margin of Wellesley Avenue, as it now exists 60.00 feet in width; thence North 89 ° 56'40" West along said Northerly margin a distance of 660.44 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: OLD NATIONAL BANK OF WASHINGTON, a nat Dnal banking association, as Trustee under Agreement with Faye S. Elliott dated September 28, 1972; and MERCEDES JESKE, a married woman, as her sole and separate property. EXCEPTIONS: Tax Account No. Year Annual Billing Amount Paid 35644 -9050 1984 $273.00 $0.00 35644 -9075 1984 $119.00 $0.00 (continued) Order No. KM- 122181 -M Page 2 CERTIFICATE TO PLAT A. Real Estate Excise Tax pursuant to the authority of RCW Chapter 28.45 and subsequent amendments thereto. B. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 35644 -9050 1984 $784,57 $0.00 $784.57 Affects this and other property 35644 -9075 1984 $448.01 $0.00 $448.01 C. Assessments levied by Trentwood Irrigation District No. 3, as follows, together with interest and penalty, if any, after delin- quency: Balance Due $273.00 $119.00 1. Liability for future assessments levied by Trentwood Irrigation District No. 3. Order No, KM- 122181 -M Page 3 CERTIFICATE TO PLAT 2. Reservation of mineral rights by Northern Pacific Railway in Deed dated September 1, 1883, recorded October 20, 1886, as Document No. 946, as follows: Reserving and excepting from said lands such as are now known, or shall hereafter be ascertained to contain coal or iron, and also the use of such surface ground as may be necessary for mining operations; and the right of access to such reserved and excepted coal and iron lands for the purpose of exploring, de- veloping and working the same. 3. Right to make necessary slopes for cuts or fills upon property herein described, as granted by Deed recorded as Document No. 432623 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The United States of America Purpose: Electric power transmission line and one or more telephone and /or telegraph lines with right to clear right of way and keep clear of brush, timber, inflammable structures, and fire hazards with right to remove dan- gerous trees. Area Affected: 500 ft. strip, 175 ft. NEly of and 325 ft. SW1y of following centerline: Com. on N. line of said Sec.; 703.5 ft. E. of NW corner; thence S. 43 E. 5933.5 ft Dated: August 25, 1942 Recorded: January 19, 1943 Recording No.: 572309A 5 CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller: Old National Bank of Washington, as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972, and Mercedes Jeske, a married woman, as her sole and separate prop- erty Purchaser: The W. Main Corporation, a Washington corpor- ation, as to an undivided 50% interest; and T.D.C., Inc., a Washington corporation, as to an undivided 50% interest Dated: April 2, 1979 Recorded: April 6, 1979 Recording No.: 7904060363 Affects: This and other property Purchaser's interest is now held of record by Tupper, Inc., a Washington corporation, as to an undivided 50% interest; and by Bruce B. Butler and Judith A. Butler, husband and wife, as to an undivided 50% interest. (continued) Order No. KM- 122181 -M Page 4 CERTIFICATE TO PLAT 6. MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: Mortgagor: Tupper, Inc., and Bruce B. Butler and Judith A. Butler, husband and wife Mortgagee Washington Trust a Washington banking corporation Amount: 1,250,000.00 Dated: July 19, 1984 Recorded: July 20, 1984 Recording No.: 8407200040 Affects: This and other property Records examined as to November 8, 1984 at 8:00 A.M. pds cc: Inland Pacific Engineering Co. Spokane County Engineers Spokane County Planning TRANStMERICA TITLE INSURANCE COMPANY 1 , _ B _ / ,) l / 1 .?, // Kathy Mason Title Officer IEELE INSURANCE CUSPANY. IR3Riii 770 Ak3ONNE Ph38 1) spc)K.ANE, WA 9920i V/ P4 I S I ,'u b, • if.,; ,:.. 0 ,ii .■•■';..; ::r1 I:, .;;If ?;ly isawliet r4 .L. ..... ,., ka ....“ . H.., :,: ,:,.:.:041 and Is l 1 8K608 0 SIMMERFIELP 2ND ADDN: 1.7.8 • 07.0t PAY TUPPER , INC. SUMMERFIELD ACCOUNT E. 12929 SPRAGUE AVE. SPOKANE. WA 99216 15091929-1991. EKACTLy*******780**DOLLARS AND 00 CENTS [...1 SPOKANE COUNTY ENGINEERS 1678 • 11'00 L6 ?GIP 1: 2 5 W008 91: 6 3 2..5 41.01 Main Office WASHINGTON TRUST BANK Spokane, WA MO. DAY YR. 01-07-85 No. 28-8/1251 TUPPER, INC. SUMMEREIEL U ACCOUNT • ••t• 4 1678 r DOLL.A CENT I ***---'$73O 00** _ 1.• d 1 RECEIPT Dote 19 IP c" - 3 2 ' v Received From 7L-r27-2.e-r Address r 0 tla 4 1 .; -- e_/ 4) Dollars $ 7 .a., -, .....00 AI...I.." For - -, .1 •" .r1.7 .n., de .7 C j 2./ 6 C.— ACCOUNT HOW PAID VOi■ ::-.:' .:.!'-:' ''' AMT. OF ACCOUNT CASH AMT. PAID CHECK /4 9 g • .i..1-4 •,."---24...--r7- BALANCE . DUE MONET ORDER 8K608 0 SIMMERFIELP 2ND ADDN: 1.7.8 • 07.0t PAY TUPPER , INC. SUMMERFIELD ACCOUNT E. 12929 SPRAGUE AVE. SPOKANE. WA 99216 15091929-1991. EKACTLy*******780**DOLLARS AND 00 CENTS [...1 SPOKANE COUNTY ENGINEERS 1678 • 11'00 L6 ?GIP 1: 2 5 W008 91: 6 3 2..5 41.01 Main Office WASHINGTON TRUST BANK Spokane, WA MO. DAY YR. 01-07-85 No. 28-8/1251 TUPPER, INC. SUMMEREIEL U ACCOUNT • ••t• 4 1678 r DOLL.A CENT I ***---'$73O 00** INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 TO: § kane Count & th t(/S // 7FFe CI pokarat l t/as4 . DATE: JGJrivaa 8 /9,; PROJECT: 5umrnerl9'eld East 2r1 Add die) in ATTENTION: ,Trr Sim 5 Gentlemen: We are sending (✓f herewith ( ) under separate cover copies of the following: NUMBER OF COPIES AND DESCRIPTION: Contract Documents Preliminary Plat Sewer Plan Site Plans / Final Plat Detail Drawings Boundary Survey Water Plan Specifications Legal Description Road Plan & Profiles Reports For your: ' Information enc. Files Remarks: Please l7 h � ro / cess OF l%1/ew A( approval /S proposed n'rta i at u / leek ' .e neerir - F few of A( 730 �{2 -± 15 //of ( /ot5 ; lS enJos� her - P /4ir art/ ate 5Giov/ld alrea have- been sm t fb au . Sincerely, Fri ■nl INLAND PACIFIC ENGINEERING COMPANY Approval Review Engineering • Planning • Surveying • Environmental Analysis Signature Distribution DATE 11/12/84 EXISTING CONDITIONS: ROAD WIDTH 22' (11' N - of CL) Curb on southside ROAD SURFACE asphalt AVG. DAILY TRAFFIC Current REQUEST FUR DESIGN DEVIATIQN - ROAD NAME Wellesley Avenue CRP /RID /PLAT /Z.C. No.PE #1206 -78 FEDERAL /STATE PROJECT NO. PROJECT TITLE Summerfield East 2nd Addition PROJECT LIMITS North side of Wellesley Avenue from progress road west byu feUt to Summerfield Last PROPOSED IMPROVEMENT: 22' - paving on..north' -side of CL w/ 6.5'- -sidewalk /curb - - - -- Design Year • PROJECT DESCRIPTION 53 Lot residential subdivision (a. in the Summerfield East project) DESCRIPTION OF STANDARD INVOLVED Requirement for '208' sodded drainage swales for storm water and drywel 1 sTocatea behind curbs i n swa re _ _ . -- PROPOSED DESIGN DEVIATION Delete drainage swales and locate drywalls al Ong -- line in paved area. JUSTIFICATION Wellesley Avenue has already been partially improved'.in this'area':' (on side 5f the streefr wh curbs and sldewdlks wi ou drainage - swales and drainage structures located within the travelea way. (There is an unpaved area between the age ol"TTie paving and the curb.) the approved designs tor the north side of Wellesley Avenue for Summerfield Last and summerrleid East 1st Addition also delete drainage swales (no drainage structures are I- orated • "" - in paved areas) This proposed deviation would allow this final improv•ment to '----- --- • the north side of WTresfey Avenue' Sri rtne au . • • . compatible with existinLimprovements. _ Furthermore, Lots in the proposed pi&t of aummerfield East 2nd Addition wi.11- have trontage on interior s reeeetS rlat and be denied individual lot - access'to Wellesley Avenue, so a e .-• •'- swa es be yards of the proposed oT ts. Because of this in the backyards it may be more unlikely that the swales will be adequately maintained. W1 e Submitted By I n ac STAFF RECOMMENDAT , B5 _ dAgA•732? - _ xicey-r_zet - -- Approved - Not Approved Li __ to-a-r-e3-1--aa Approved. Not Approved _ - Approved 0 Li - er 4.tI L Approved Not Appriiired Approved Not Approved - t -Lae fi Y A - n AreCije-ei- etJt-i'r ' Sec ion trgineer raf d Enginee Date .. : te County Engineer Date trilik--; 2-/-7V Of f 'Engineer __ Date _ _ . i 0 6E i Tb --- - A t...o G LO FtlaSLC-4 IN e4Pline C D s•Lft "'Pale dc 0 a" VI 4 Tr n t..... awl), 17 77 arr 1=0 2_ Zw_r- CS- 0 1-C--M4 Sc prLo tiro e0 F-02 F etc us us Ili re a L. sercnod tt h‘r-1 I V-ct toy MLJOE.QU c AA./ sret-tee_rc 7, el 7 Ta ••••1 Atl.ftnilLE fl4rc Not Approved // 2 –54 – Division Engineer. (..) Date DATE 11/12/84 FEDERAL /STATE PROJECT NO. PROJECT TITLE_Summerfield East 2nd Addition PROJECT LIMITS West Side of Progress Aoaa;_from I�eTTesTey�enue nor eet to north boundary of ._p-raft12edpi3t EXISTING CONDITIONS : Approx. 24' av�ng {2.5 we C and curbisi ewa on.ea ROAD WIDTH side 29' E of centerline. ROAD SURFACE asphalt AVG. DAILY TRAFFIC REQUEST FOR DESIGN DEVIATION ROAD NAME Progress Road - 146S Current Submitted B CRP /RID /PLAT /Z. C. No. PE- 12Q5.J8 st of S PROPOSED IMPROVEMENT: _ 28 -feet of paving west of CL w/ 6.5 feet of curb[sidewalk PROJECT DESCRIPTION 53 lot residential subdivision (a- in the Summerfield East project) . DESCRIPTION OF STANDARD INVOLVED Requirement for '208' sodded drainage swale for storm water and drywells located in drainage swaie. PROPOSED DESIGN DEVIATION Delete drainage swales and locate drywells-along_-edrb fine in paved area: _- - JUSTIFICATION The east side of Progress has been partially improded -for ioaa feet" north from Wellesley with c&Fb and sidewalk and (nd drainage an area between curb and asphalt remains unpaved) with two drainage structures located in traveled way at the northeast corner of Progress and Wellesley. The proposed deviation would allow our improvements to be compatible with those on the east side of the street. Furthermore, because any drainage swale along Progress would.be_in backyards or- lots within the plat (the lots will be served b,� interior roads and denied individua lot access to Progress), they are less likely to be maintained adequately than swales in front yards. . . . - Design Year STAFF RECOMMENDATI. - - - _ . _ &x /S? &y: 1tc��1DS 4E�vE .8 y_A. a!'�� — :'_ --fon ts74 Approved Not Approved " - " Approved. ecti"on'Engineer Traffic Engineer Bate_ U Not Approved __. —. ♦♦ A.0 . Maw �� - - �� J- �,"i._ } / • ,1 GLJ' -t t15'� t a l Y �� `' g t' � '1'�.<�"� . _.. ?-X Q A - M-� - Aid , � 4.IU2(2 - - U ( C G ry ' "' Approved' Not Approved -- Approved Not Approved' ❑ L • C ,)714 2 ,4/ A—ser -77—* 6'fTice Engineer_- __. Date.__ //I -. /- ACTi.d-o JCe k-l - I VhPYWJemeJTS •11...a...) G. /.a-<T 57 0e P/1cSL Lv -. lea ',or I ,J c'..JDE 'j_O gj SL.JA=I.0 rut./ 4 - c,-- 9-O'P ,,, NFL/ ml -L sacrloJ nor P-oG2sSS It ft.FCe..)STMcrFD tar :D. +c.tJ.✓tA SG/-00 e_ P,1DGSry n,1.,, /3 c= 007 „/EO. 7 - 1-Eiten,tE ,.L 2CLow...,�.eiv0 TF►ar 209. S w A.1-Cr- /3E Cow afLe.✓c pilooN/•.srs i J ea., F6L.+. GE w ft-I• c ra..✓A 14.1_n .F- THa- I) .n amr /t,t/ /ZEea✓cg ._Cie. GC -Rise, _ . ..._.. _.. . Approved 'Nor Approved /�i ( Di vision Engineer_ . (, Date . ;_... County Engineer Date INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 November 27. 1984 Garry Nelson Spokane County Engineers N. 811 Jefferson Spokane, WA 99210 Dear Garry, As per our phone conversation yesterday, I am enclosing a request for a design deviation to allow the use of a six foot chain link fence, instead of a guard rail barrier, to satisfy condition 35 of the original preliminary plat Findings and Order. We also discussed the problem of berming the individual phases - building be •• and they . t when an adjoining phase was built. We have rveying and engineering de work on a third phase, to be known merfield East Second Addition, a py of which is enclosed along with assessor -s�map showing t T onship of the three phases. As indicated in re •, . - . Sor s map, we propose to build a berm along the north line of the three phases eliminating berms shown on the plans along the east boundaries of the first t phases. This plan will achieve the purpose of the berm and save the cost o \ constructing berms which will just have to be ripped out a year later. If this proposal is acceptable to ou, please indicate what steps we will have to take to implement it. Tha k you. Sincerely, INLAND PACIFIC ENGINEERING CO. flub() 12skA4A73 Eric Calkins EC:sms enc Engineering • Planning • Surveying • Environmental Analysis y 4774-c_“-cD Fo T t\L Ittk.ert t co s , s A-25 Si h-, 42 D .D /S=EE 1 7 � , SV -,s.e t = U) D GM/ A -T o,✓ ILEQQ�SZS WI cc_ CAS% Gvect -cSLEy -6- ,D is wV yet/ Inter - office Cho- mmunication (` IA AS� To f /c (^ M M e r t. From CT /YE L3 — /.. / L Subject ln.. rwe 9 ,14 Ci QS !g fa/a9 2 con";.f ;or o - i [ 6 ;ke 7 ctk o a) +la ,5 = 34, 35 = �1,1 r � 1 ttp/ e � � - ft / c e�yG � ld , / �3ccn�s� ear eed S) 0 -A to,W/. coo OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date COIN VI r l w •� < < &' f vJ . ,19 fr t p -' - /1fkrioaeo 1919 3 2% TYPE. "B" CONC:CURB I" TO 3" A S-IED . coig NATURAL GSAI/EL TEMPORARY ROCK SUMP NTS TO BE USED AV END OF STUB STREETS WHEN 114E STREET END OCCURS..AT AN INTERVAL WHICH WOULD NOT REQUIRE A PERMANET- DRAINAGE STRUCTURE IF THE STREET AS A 141 4OLE WERE CONSIDERED, OR WHEN EROSION DAMAGE WOULD BE INACCEPTABLE ON ADJACENT PROPERTIES. 6' 30' DELETE DRAINAG (UTILIT .• SWALE STA.1O411.C{SI ESMT I 6' 22' TO 5TA. 12186 I I CONC. 18" i I SIDEWALK 5' 15 -6" � II' I 25' WELLESLEY AVE NT S. 30' 4" CLASS B ASPI4ALT CEMENT 4AVING 5 3 /4% TO b' /n% ASP'I-1ALT CONTENIT,,ON A" CRUSI4ED ROCK-. TOP COURSE IN ACCORDANCE W ITW W.S.D.QT SPECIFICATIO145. Name G. Nelson Date 01-25-95 Project Summerfield 2nd Add. P.E. 12068 Progress Width from centerline to curb 28 Pa e. Edge El. Dist CL - edge Min. elev. Max. elev. fw .5 12 32 12.5 32.4 13.5 32.7 14.7 32.9 12.5 33.3 12.8 3 /Sa 12"5 74,1 12.5 34.4 • 13 34.6 13.8 13.5 L�0° �4.9 13 ��� ' , 35"3 13 35. 12.5 12 0'� -~ v 36 12 36.7 12 36.4 12.5 - 6^7 12 36.2 11.5 36.8 11.7 36,9 12 o v ''~37 1 12 /J+` 12.5 ^ ^ ° 37.3 12 o '^ 37°7 11.8 TYPE B CURD CALC / 31.2325 31.755 72.2 32^554 32.655 33^O6R5 33'155 33,855 :4,1775 34.4135 34.6 34.6775 35.0775 35.355 35^5325 35.7325 36^0325 T6.153 36.4325 35.91 36.519 76.6725 36.855 ;7.V325 37.4235 31^595 � 32"105 30,00 72.525 32.28 32.849 30,��<" 33.005 32434 3.3,/t -33.505 ;3^40 34.205 ,63,44 34.515 34.2'4 34,731' 54,57 34.925 34.430 -- 35.015 54^98 35.415 3.56/7 35.705 3.5.3s 35.895 P35 = 36.095 as;a3 36.395 36.^t4 36.505 36^44 .36.795 36.285 36,36 36.889 3,5,52. 36.995 24 37.205 37^04 37.3?95 .37,7 7 37.791 37 USED Y Name G. Nelst.o Date 01-24-85 Project Su/hwerfle]J 2nd Add. D.E. 12068 Wellesley Width from centerline to curb 22 Pave. [dye E1. Dist CL - edge Min. elev. Max. elev. 23.24 27.96 27.93 28.29 23.29 28.19 28.12 28.13 28.53 28.91 29.23 29~53 29.85 15.5 15,3 14.7 15 15 14 15 15 11 10.8 10.5 10.6 10.5 / �� / / N o/� �/ , (/���y'� �r^ c4�� '/ ''"� \. -I ti , ~ kh� �/{�/ � � . � lyPE U CURB CALL 28.4 28.111 28.054 28.4275 28.4275 28.2825 28.2575 28.2675 28.4875 28.7885 29.165 29.4695 29.785 28.525 28.241 28.199 28.565 28.565 26.445 28.395 28.405 28"725 29.031 29.415 29.717 30.035 USED /4/9 28~24 ,14 29 .43 Z9,7/ 30^04- Y(� / . | ',(JD l . `/ v(` �e [/— /I Sr A Ex /3 !7/s rtxnr fo45 4 : 1 0 177 M JAL Coca, E L= V• Fo6E P✓,4T. E[.E V, C Hr 45% MAx.Cucs //=cPOSE' =AO= NE Z'X, C&ee ,1154wT t 00 32 3 ` 12e 32- = 31 32 31 7 2., 1 + 50 3265 13 32= 32!S 3a5 3 - 93 2 +.mo0 1 4-' I 32 7 324-5 0 R 2 3? a` i :' _ 17 5 , .. -_ 33? 3 , 43 3 _ 93 , o°s 3 +00 t?_ V 3 3? 3 3`2 a— ^ +50 1 25 33= 33 09 3.3 48 -,3 2- e. 1 ..004 4.,�0 Iz5 3 4'L 33 7 -- 2 34L. • 5rOO -; 3_ I -e 34 4 34 ! 34 49 poi 34 I& 4 .,o:, 7L s +St 3 4 a I 3 3 4 4 34 % - 34 0 +00 35 = 1 3'- 34 34 ci.J. 34 9 34' SC a. +50 g5 ? 4 13'- 34`! 34 34 S=' 1 - - - -- , .o°e= 7400 a_ 5I 13° 35 35 °-3 3s 3 9 3 r-7 - - - - 7+50 ? 35 2 9 35 GL . es too 36, 1 1 - 35 - 35 4 I 35 • 3 5— 9 +S0 3:0 = I Z - 1 3 - 3E - 3m O7 3:0 ° 4- -.0°4 oo 3, . i 1 90 I 3 3 2_ 17 X 37 3G S7 3; a I r 10 =°0 10+50 3( i 3 2 363 3n 7, G ov .as a 3S.1 - oo _ • 37 - ,ta 3�= ✓7 30-- 3(e 26 +00 5712 I1 36g QC 3,c, ea U sJ 3;42 v II- SO ;7= I2a 36"= 3e 5' 36 7 2''"2 • I I L ;,%, 1 e ?�? 373-1 - --- - 77 -" 3741 - I Reodsc* : oA !D SECT /DEC/ ell LCu4,A 770 'Li 5 Y rya r e t, ., PATE: 5r64 E L , 37- E 0 0 S Sc34e Roir A Ael 'AZ Ce.,ZS M MAX . C . LC ES P Pko POSE 0:: C CAD E ,' ..,7 • 1 // €.2 2 2 1 - — 0 ...1 .1 i i .7 :7 : 2 v . !4Z 2 279 .3 2 2 7 - 2 oo5C, ,.--.1 --- • • 2$ 21 1 i 4 th l -- - -. - I 5 - . ...3 -L- i -7 3C., 9 9 a CL- E Ea 5 i 5 -1-. !■ tia . ..?..3 22 c ca 2 2 - • , - -Ned 0 0 03 Li 2 23 z2-.L 2 25 4.1:::i 43 .0,12.2.. 23 ...-: 2e3— • 2i; ,.. :2 . ..) 3 3.3 • 1(.t A I 42- 2 22 co --' — - --o 1 — 2 28 -Ia. : 4.: ....,_., a a 2E3 7 p Li. l li - 4 23=4 7 7.0 73 . 9 1 2 , f ___ f E ,... _ / o _ 2 292 a f i 12+4 I t-- . . ,a> 11 I I 0 C- I *.:-, , L L--14 ,-... i — • 5 2 9 4 I 1 1 c _20 0, t 9 flit- 3 3 I I 0- 2 P..e0Jacr : / A 0 5 Et 770 CALC Li L., A 7 PATS: ) 0./ \ fr a Y 1' I r South 25 Altamont Spokane, Washington 509 535 -1410 99202 TO: Sincerely, Inland Pacific Engineering 52o 6rn Ei�r- PROJECT: 51/Nmerizeld 5 i 5 t Z ' 116/1/1/20-,--. No � 4I �O ATTENTION: LTer/ 9711 CO!/ 1 2 1985 e � f gjneerj eg Gentlemen: We are sending ( ) enclosed ( ) under separate cover copies of the following: Description 1 Blueline Prints / / Copy of Letter 1 / / Original Drawing / / Contract Documents / / / Work Authorization / / Report I No. Copies Date Description O1� i»a/ aack hf / Nov /2 /8S Y"ev'sed /I/ia/ i 9/Af Requested Action /F Information /r/ Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks We have //ad- Clan s Afars/ hi /'fee-, shad now hat Q c2/f ce4-7 6A7 re(/ec i' Washy / � < r s . 77-n,t /3 k hak. i (94V/flap jos/ . INLAND PACIFIC ENGINEERING COMPANY, INC. By: E J v Transmittal DATE: NOVeso Aq — /2, /985 INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 TO: enc. p b tax.22 ; 4 it r • DATE: / /5 /98f 9AA e Co Gentlemen: We are sending ()herewith ( ) under separate cover copies of the following: NUMBER OF COPIES AND DESCRIPTION: Contract Documents Preliminary Plat Sewer Plan; Site Plans / Final Plat Detail Drawings Ore' .9 5 - Boundary Survey Water Plan Specifications Legal Description Road Plan & Profiles Reports For your: Information Approval Files / Review Remarks : c /osea/ /24aft /Cm/ O Co, o.7r propsed 6 ,p /a/ Wi /h A /✓el area Upon reVjSed diainlr�e- eaSesijen t Ic//G.{ina�e- ad add/ liana /rinDrrnert70ye q/az,7 /Jouiey / easement U dt A/ F/ease /arc crad i/norovetnen t bcmieY &Mo/rnt if Sinerely, yen.. Mader — 6eret INLAND PACIFIC ENGINEERING COMPANY F Engineering • Planning • Surveying • Environmental Analysis ?F Signature Distributi e • A o tar - - - --1 I I r ALEXANDER'S Si'S. L_______—J 1 s od C4-s L as oa ® —a as n SUMMERFIELD EAST 9 CS co 1 '�. c` 'Y °` O G m y o i C O Safr7/ 9ERFIELD EAST $EZ oND ADOmoAI . 2S t C,. 0 o o - ©/ SO 0.409 E 949.9 Cali a Elf I -- '� L J u % r— -' R EPc9 SWAW ACRES SvitI a 1 J_— r' ACRES .fsr ADD ' ' / WAN ACRES � ,2M0 ADD L - - - - —; - - 4 - `T V _n s — a• pa ®®-a. 7 -J SdGi ' 0.748c 3 • 9 J U a `VI ,4 / ■ OK 4 Ei. • a 0 � b / r U, 959.56 Inland I 1� Engineering South 25 Allamont Spokane, Washington 509 535 -1410 99202 TO: PROJECT: Description / '/ Blueline Prints / / Original Drawing / / Work Authorization No. Copies i /Information MEMO SF 3 A itit• 4414x County_ Engineering �yh � teer 8/ ATTENTION: J -8, 5 Gentlemen: We are sending (enclosed ( ) under separate cover copies / / Copy of Letter / / Contract Documents / / Report Date Description /01/, /983 Requested Action / / Written Approval / / Signature & Return Remarks M we sad/On/f n �airce5 1 .-, o 7�/ aref�` c,4/7/.- ' ?f/o . � ?/a / / 07 4s or Tee Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. B » Lcito���'"" " Cj nvvS /oar Transmittal DATE: / V , / V //Y, kmmea sf 2 )0/-7 76:141 p7/ /Review & Comments / / Distribution /emZe - 27 / 9,r5' of the following: D/ M/S /D// /,r/Atc4 V use_ ?V /tea /a -/9) &`V- Check County Engineer; Utilities; Health- District; To: Building & Safety FRCSI: Douglas S Adams, Subdivision Administrator SUBJECT: Extensions of Time review The Spokane County Planning Department has received the attached requests for Extensions of Time to finalize the plats. If you have comments on the proposed extensions or believe additional conditions should be s - - -- • .- • reliminary plat approval, please forward comments to us • September 24, 1986. -Thank you. DSA:dj S•O•••C COUNT, COUNT HOU•■ 1 1206 -B -78 PN- 1401A -81 PN- 1427 -83 PE- 1414 -81 PE- 1294 -79 •PE- 1371 -80 PE- 1409 -81 PN- 1282 -78 � - PN-1284-79 r - - PN- 1376 -80 pN- 1377 -80 - Summerfield Fast - Shenandoah Forest Park 1st - The Farm - Riverway Villa - Vercler Road Professional Park - Monaco Addition - Highland Estates (Monte Del Rey) F - 1 = INTEROFFICE n= MEMORANDuM OFFICE OF THE Siusio PLANNING DEPARTMENT DATE September 9 , 1986 Glenpark Addition Gleneden 5th Addition Nakata's 7 - Mile Estates Wittkopp's 7 -Mile Estates (CHECK CNE BOX) inter- office Communication Spokane County Subdivision Administrator . Per your request, we have reviewed the files of the plats listed below. new "Conditions of Approval" to add at this time: PE- 1206 -B -78 PN- 1401A -81 PN- 1427 -83 •PE- 1371 -80 ..PE- 1409 -81 C-PN-1282-78 =' - r PN -1284 79 PN- 1376 -80 j; PN- 1377 -80 -. - ' Stmmerfield Fast - "`Shenandoah Forest Park 1st The Farm - : Riverway Villa Vercler Road Professional Park Monaco Addition Highland Estates (Monte Del Rey) Glenpark Addition Gleneden 5th Addition Nakata's 7-Mile Estates Wittkopp's 7 -Mile Estates ` - a„1 SUMMEREIELD EAST SECOND ADDITION STORM DRAINAGE ANALYSIS r , :` A � G,r, ° G /STFC11 -4 ;. Summerfield East 2nd Addition is to be located north of Wellesley Avenue and west of Progress Road in the Spokane Valley (see attached Drainage Analysis Plan), adjacent to Summerfield East 1st Addition. Wellesley Avenue and Progress Road will be half improved with drainage swales, curbs, sidewalk and paving. Existing berms constructed outside the plat boundary of Summerfield East 1st Addition shall be removed back to natural grade where it is adjacent to 2nd Addition. This will allow the natural sheet flow to occur outside the road system. For purposes of determining peak run -off rates affecting the indivi- dual basins within the site, the Rational Method was used. used. To analyze the stormwater run -off, the following background data was A. Description of Soils (S.C.S. Soil Survey of Spokane County) 1. Garrison Series (GgA & GmB) These soils are very well- drained. The surface layer, 0 -15 inches, is gravelly or very gravelly loan or silt loam. Below this lies very gravelly loam to sand, gravel and cobblestone soils. These soils are apparent where slopes are within the range of 0 -3 percent, B. Rainfall Intensity - duration /frequency chart for Spokane and vicinity. (Figure 2, Spokane County Guidelines for Stormwater Management - 1904, SCGSM-84) 1. Calculations were performed to determine peak run -off rates for the individual drainage basins for a 10 year storm. Calculations: Rational Formula Q = CIA ' Q - Runoff in cfs C - Runoff coefficient I Rainfall intensity in inches per hour A - Contributing area in acres 1 Area I I = 3.18 (assume 5 minutes Tc or less) C = .9 (pavement) Q = CIA = .9(3.18).3 = .86 cfs Install Type B drywell ' t r4 S, ; \ \ al ' SJ 1 Area II v 7 `1. d + d ,t 24,500 _ A = 440 + 10') N370'(34.5' + 10')+ 43,560 1.3 acres r' I = 1.2 (370' @ .01, C = .9; 290' @ .007 ' , C = .2) � `S ��,v' Tc = 6 min + 20 min (see attached overland flow graph) ¥ �P \ . 2I v Tc = 26 min ? ° 1 5 v ° .15 1 � J "9 fir`` C = 24,500 x - 3,675 S re (440' +370'x(10') x .9 = 7,290 ° �v (440'x28.5) +(370x34.5) x - 5,061 57,905 16,026 — 57,905 = .28 m W tkcey Z Q = CIA = .28(1.2)1.3 = .43 cfs Area III A = 340' x (28 + 1 - .3 acres 43,560 Install Type B drywell A = (2x190'x18.5') + 22.400 ft. 5,050 ft. - 79 acres 43,560 L I = 1.3(130' @ .016 7 , C =.15; 150' 0 .012 ' , C = .9) Tc = 18 min + 5 min Tc = 23 min C = (2(190)13.5 + 5,050) x .9 = 10,872 22,400 x .15 = 3,360 34,480 14,232 — 34,480 = .41 Q = CIA = .41(1.3).79 = .42 cfs Install Type B drywell 2 Area IV A = 570'x18.5' +140'x26' +79,271 _ 2.14 acres 43,560 Area V Area VI = 1.25 (150' @ .009 '., C = .15; 200' @ .013 ' , C = .9 Tc = 20 min + 4 min = 24 min) C = (570'x18.5') +(140'x26') x .9 = 12,767 79,271 x .15 = 11,890 93,456 24,650 - 93,456 = .26 Q = CIA = .26(1.25)2.14 = .70 cfs Install Type B drywell A = 440'x18.5' +420'xC10 43,560 \/ - .28 acres I 7 1.2 (160' @ .008, C = .9; 180' @ .008, C = .15 Tc = 5 min + 20 min = 25 min) C = (440x18.5) x .9 = 7,326 420x10 x .15 = 630 12,340 7,956 = 12,340 = .64 Q = CIA = .64 (1.2).28 = .2 cfs .'. Install Type A drywell A = 133,000 ft. + (570x18.5') - 3.3 acres 43,560 I = 1.2 (330' @ .012 , C = .15; 70' @ .013 Tc = 20 min + 5 min = 25 min) C = 133,000 x .15 = 19,950 (570x18.5) x .9 = 9,490 143,545 29,440 = 143,545 Q = CIA = .2(1.2)3.3 = .79 cfs .'. Install Type B drywell 3 , C = .9 .20 Area VII Area IX A = (520'x34.5') + (270x10') + 410'x18.5) + 33,578 ft. 1.42 acres 43,560 I = 1.5 (310' @ .009 , C = .9; 140' @ .016 ' , C = .15 Tc = 7 min + 12 min = 19 min) C = (520x34.5) x .9 = 16,146 (410x18.5) x .9 = 6,826 (270x10) x .15 = 405 33,578 x .15 = 5,037 61,803 28,414 - 61,803 = .46 Q = CIA = .46(1.5)1.42 = .98 cfs . '. Install Type B drywell Area VIII A = (380'x18.5') + (360'x10') _ . acres 43,560 I = 3.18 (assume Tc = 5 min or less) C = (380x18.5)x.9 = 6,327 3,609 x.15 = 540 10,630 6,867 = 10,630 = .65 Q = CIA = .65(3.18).24 = .5 cfs . '. Install Type B drywell A = (300'x34.5') + (280')(10') _ . acres 43,560 I = 3.18 (Tc = 5 min or less) C = (300x34.5) x .9 = 9,315 2,800 x .15 = 420 13,150 9,735 = 13,150 = .74 Q = CIA = .74(3.18).3 = .71 cfs . '. Install Type B drywell 4 Area X Area XII A = (140'x26.5') + (640'x18.5') + 75,682 ft. - 2.09 acres 43,560 I = 1.2 (170' @ .011 C = .15; 160' @ .008 C = .9 Tc = 20 min + 6 min = 26 min) C = (140x26.5) x .9 = 3,340 (640x18.5) x .9 = 10,656 75,682 x .15 = 11,352 91,040 25,348 - 91,040 = .23 Q = CIA = .28(1.2)2.09 = .7 cfs .'. Install Type B drywell Area XI A = 16,311 ft. + (210'x26.5') + (70'x34.5') _ . acres 43,560 I = 1.2 (60 @ .004 1/' C = .9; 180' @ .008 C = .15 Tc = 5 min + 20 min = 25 min) C = 16,311 x .15 = 2,447 (210x26.5) x .9 = 5,008 (70'x34.5) x .9 = 2,174 24,393 9,629 = 24,393 = .4 Q = CIA = `.4(1.2).56 = .27 cfs Install rock sump Very small area .'. Install rock sump 5 Area XIII Area XIV A = 48,002 ft. + (190'x18.5') +(350'x18.5') + (120'x13.5') = 1.4 acres 43,560 I = 1.45 (260' @ .01 C = .15 Tc = 20 min) C = (190'x350' +120')(18.5') x .9 = 10,989 48,002 x .15 = 7,200 60,984 89 = 60,984 = .3 Q = CIA = .3(1.45)1.4 = .61 cfs Install Type B drywell A = 69,197 ft. + 11,690 ft. _ 1.86 acres 43,560 I = 1.2 (130'@ .01 " , C = .15; 190' @ .009 , C = .9 Tc = 20 min + 6 min = 26 min) C = 69,197 x .15 = 10,380 11,690 x .9 = 10,521 80,887 20,901 = 80,887 = .26 Q = CIA = .26(1.2)1.86 = .58 cfs . . Install Type B drywell Area XV Existing Type B drywell Area XVI Existing Type B and Type A drywells 6 Area XVII A = (340' x18.5') + (320 x10') = .22 acres 43,560 I = 3.18 (assume Tc = 5 min. or less) C = (340 x18.5) x .9 = 5661 (320 x 10) x .15 = 480 9490 6141 = .65 Q = CIA = .65 (3.18) .22 = .45 cfs . . Install Type B drywell Wellesley and Progress Road Curb Inlet Spacing Assume 0.8% Gutter Grades L = Length of curb drop = 4_f-et a = Gutter Depression = 2 -1/2 'nches A typical width of flow along the gutter line between curb drops will be 4 to 6 feet. Considering the detailed configuration of a Type B concrete curb and gutter section with a cross slope of 8.32; and consider a 2% cross slope on the paved width the average cross slope for the width carrying flow is 3.5% y '_6 �s 2 = z = 28.6 and z/n = 1,785 Progress Road 28.5' paved and curbed surface Wellesley Avenue 22.5' paved and curbed surface Using Progress Road and a flow (Q) of .5 cfs Using Figure 18 and Q = .5 cfs then d = 0.14 feet - Using Figure 16 Q = 0.12 cfs /ft; L = 4.16' yS , ° 1 L , t. 173 L = 4.0' close enough _ . 37s , ava .i23 . ."3 o YJPs r'2'3 = . 3_5"r & ' TO: Tom Yake FROM: jerry Oims SPOKANE COUNTY, WASHINGTON SUBJECT: Summerfield East Second Addition PE 1I1 F C: 0 r 1 ��� Ne" NIS I !VEEP! DATE:May 4 1989 We have received a request from the sponsor to reduce/release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion Of the project. Thank you for your prompt attention to this matter. -f�. / L / �� T`l 0 L��� ^3c�� �-�7` 5 w; /\ ��e- �e' � _ � v ��— �/ � � / �~° /`��'~/ L ~ � /r( ` L^.}u ,/�-\ �� '—~' / / c�` »y//vt�_�\ �'`'/ Using Q of .5 cfs Tc = 5 min or less I = 3.18 C = .9 A = Q = (CxI) _ .5 = (.9x3.18) = .175 acres Length of curb and pavement required to generate .5 cfs is = .175 acres x 43,560 = 270 feet (Progress Road) 28.5 ft. .175 acres x 43,560 = 340 feet (Wellesley Avenue) 22.5 8 I _ . `. C ENTRATION 63 c;r • 111111 INNE Mal 1111 Are MISS 41/91Er Lira Figure 3-10 Overland time of flow graph. 6 Contractor Personnel Classification 1 2 3 4 5 6 Date 0— _ 143e, Inspector Weather Time Charged Contractor Other County Personnel Diary Section Comments OFFICE OF THE SPOKANE COUNTY ENGINEER SPOKANE, WA JEFFERSON 5 09 - 456 -3600 Project Name Cc, Project No. CRP /RID Report No. this Day -1/2 or 1 Contractor and /or Sub s Equipment ■'Lt:Iii' INSPECTOR'S SIGNATURE a Number (.4 r0L -3 - yi Date' s ce Inspector Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel 2 3 4 5 6 Q OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 /4 1 2 3 4 5 6 Contractor Personnel Classification 1 Diary Section Comments Gj Equipment List Project Name , S5i/I7.ner /i/,Ey4 Project No. CRP/RID Report No. Contractor and /or Sub(s) / / ems Cr , s / c . _27, 1/2r,44 tei 7/ ego,- c r sy Hrs. Use6 Standby INSPECTOR'S SIGNATURE' " '-7 r Tele / -c/, leVi -O4 -40 dgrY /4 - Mn o Number County::Engineer; Utilities ;' Health - District; To: Building & Safety > 4016Lnsej--- FROM: Douglas S Adams, Subdivision Administrator SUBJECT: Extensions of Tine review The Spokane County Planning Department has received the attached requests for Extensions of Time to finalize the plats. If you have canments on the proposed extensions or believe additional conditions should be r+ of the preliminary plat approval, please forward comments to us by September 24, 1986. _Thank. you. ESA: dj SPOKANE COUNTY COURT HOUSC (PE- 1206 -B -78 - Su merfield East PN- 1401A -81 - Shenandoah Forest Park 1st PN- 1427 -83 - The Farm PE- 1414 -81 - Riverway Villa PE- 1294 -79 - Vercler Road Professional Park APE- 1371 -80.> - Monaco Addition PE- 1409 -81 - Highland Estates (Monte Del Rey) PN- 1282 -78 - Glenpark Addition PN- 1284 -79 - Gleneden 5th Addition PN- 1376 -80 - Nakata's 7 -Mile Estates PN- 1377 -80 - Wittkopp's 7 -Mile Estates OFFICE OF THE irklinaing GJAi PLANNING DFPARThFNT DATE September 9 INTEROFFICE MEMO I' I MEMORANDUM (CHECK ONE BOX Inter-office Communication Frtnngi nn ":Per your request, we have reviewed the files of no new "Conditions of Approval" to add at this time: PE- 1206 -B -78 • PN- 1401A -81 PN- 1427 -83 PE- 1414 -81 PE- 1294 -79 •PE- 1371 -80 PE- 1409 -21 PN 1282 -78 PN- 1284 -79 PN 1376 80 PN -1377 80 OFFICE OF COUNTY - ENGINEER SPOKANE COUNTY, WASHINGTON , Date September 16 - The Farm - :. Riverway Villa Vercler Road Professional Park = - Monaco Addition Highland Estates (Monte Del Rey) Glenpark Addition Gleneden 5th Additi Nakata's 7-Mile Estates Wittkopp's 7 -Mile Estates �e3 41 INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 - 1410 Spokane, Washington 99202 January 16, 1985 Spokane County Engineering Public Works Department North 811 Jefferson Spokane, WA 99260 Attn: Gary S. Nelson, P.E. Dear Mr. Nelson: On behalf of Tupper, Inc. we are submitting a drainage analysis report, one final plat drawing, one detail drawing, and seven plan and profile drawings for your review and approval. I would like to bring to your attention that the drainage swales along Progress and Wellesley were not deleted as were requested in previous deviation request. If you have any questions, please call. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. JAS:jes enc. 1 UJerry A. Sinclair RE: Summerfield East Second Addition Engineering • Planning • Surveying • Environmental Analysis Itipm apa3 guno3 9861 8 Z Ntfr a3Ai333a 1142( o/c / 6w; Name G. Nelson Date 01-24-85 Project Summerfield 2nd Add. P.E. 12068 Wellesley Width from centerline to cur 22 Pave. Edge El. Dist CL - edge Min. elev. Max, elev. 28,24 27.96 27.93 28.29 28.29 28"1q 28°12 28"13 28.53 28.84 29.23 29.53 29.85 15" 15.3 14.7 15 15 14 15 15 11 10.8 10.5 10.6 10"5 TYPE B CURB CALC 4,11w° �\ c'� ~'�( f "\//[��(1/^`^ �VY c��Y � '/� .^. ' -/ , 28.4 28.111 28.054 28.4275 28.4275 28"2825 28.2575 28.2675 28.4875 28.7885 29.165 29.4695 29.785 28.525 28.241 28.199 28,565 28.565 28.445 28.395 28.405 28.725 29.031 29.415 29.717 30.035 / / - / e ' e J/'{- TYPE 8 CURB CALC Name G. Nelson Date 01 -25 -85 Project Summerfield 2nd Add. P.E. 12068 Progress Width from centerline to curb 28 Pave. Edge El Dist CL - edge Min. elev. Max. elev. 31.5 G 32.4 32.9 35.4 34.1 34.4 34.6 34.8 34.9 35.3 35.6 35.8 36 36.3 36.4 36.7 36.2 36.8 36.9 37.1 77.3 37.7 12 12.5 17.5 14.7 12.5 12.8 12.5 12.5 13 13.8 13.5 13 13 12.5 12 12 12 12.5 12 11.5 11.7 12 12.5 12 11.8 31.2325 31.755 32.2 32.554 32.655 33.0685 33.155 33.855 34.1775 34.4135 34.6 34.6775 35.0775 35 355 35.5325 35.7325 36.0325 76.155 36.4325 35.91 36.519 36.6325 36.855 37.0325 37.4235 31.595 72.105 72.525 32.849 33.005 33.411 73.505 34.205 34.515 34.731 34.925 35.015 35.415 35.705 35.895 36.095 36.395 36.505 36.795 36.285 36.889 36.995 37.205 37.395 37.791 ST.4 EX /.3T L` Et. V 1:7/5 T•EYIS'T. Fo4E &Air. 44t*L CUZ3 f1)6F P✓MT. Ez V, E Hr 45% MAX. COCAS NEI ST Z 14 it0Po5EO Cues />/E/6Nr CADS 0+30 3 1 70 I Z 31 5 -0 31 L1 3 1 n 31 1 7 / l 1 1 00 32 22 12€ 32 ° — 31n9 32 ° = ° 31 72 2V - .0Il 1 +50 32 1 35 32 4 32 Li 32 s 3222 2 IL-ipp 32 9 3 1 422 32 3 2'' 9 32 € 32 8 2 , - 33'9 12 3?a 3Z6 33 98 32 43 p. 32 3+00 3, IZ? 33 ? 33Q1 3 339 8314 3+5a 33 ad I2 • 33 33 33, 48 73 2 e ,•9o45 4+ S0 3 a 54 1 2 s 3 4 - 3 = '___ + 5+0o ,4 = 13 — 34 4 34 1 34 q9 o 4 ;6 +.00 74 5 +SO 34 89 13 8 34. 34 3' - 3 34 5 (° +00 3 5 os 13 34 34 34 3 4`' xt 6 + 5 0 35- )32- 342 34 - - -- 34 s_ • 35 ° =' / i ± oo49 7400 :#5,-5-51 13a 35 3S °.3 35 3 9 35 z2 ' 7+50 3 5 �= 1 2 5 35(a— 3 5 29 35 — 35 6 ' Btoo 36, 1 I ? ° 35 3547 3=87 35x4 3 -c0 3> =' 1? ° 36 ° 3- - 3L°2 36 ° {' +. a 1 +00 2 �?! 17° 3S ? 3 t7 .36 37 36 - s 36 —i- 10 i °a 3‘ 9 ° 122 36? ?6 _' .36 77 .0513 35. _ 10 70 .371= I 1 1 � 3 36 = 35 8 = 36 as 36 26 , i 11 M oD 57 1 ' H 2 36 8 ' 34 4 1 - 36 °-e os 1 36 42✓ ■ I 1 = SO 9 7 3 1 2 °- 3(, °_ 3/0 5 36 = 3 ' 0 6 ' ao > \Zi-o0 37 _ 7 f 125 37! 36'' 1 37 ,o‘I I5+'0 37 12 ° - 37 2. 36 9 7 37 3' 37 L2 \1 .41 - 00 37 3` III 37 2 ,736 3772 3761 t JCoA 0 SEC /o,U CALcutAr'o J5 RcoiscFr }?ra4ress Ci 5td DATE.: SY•R. 5TA El" / Zr E ELEV• pis 775,v/57 51)6 R047-- aD4F R'HT. ELEV. /VjlALCAKS ,tJ£/4Nr4.5% /'MAX.CUC6 NE Z% /toPoSEc cvee Nermlr I GLADE /2{, /3t// - -' 24= /55 23 23_ 23-s 2$ 4 9 • oo496 /3-61- 22 °4 . 27 -s Co 23 °O - 23 - 23 24 ( ,S6 • 27 r - I v I4 11_ ?3?? 141 2793 2795 2B OA ,0455 l f 4+,b l °— 28 '= 15 = 2 3 24 23 3 = 23 = 28 -t i, ee 4 3 I Intel ° ? ? ;' =' 14-s 23j5 28 _ 2 2S 4 : —. 002:• 164-11! 23 fy 15= 2 12 J 20 =0 2.4 !2 2B 5 � `I � . - 28 •'• 2 2 - - 2 1A+Al ° = 23 S° 1i +11 ° = 7 y$ I II ° - 23 = 2 °a= 28" 1 28 €� 17 +6 I ? ?9 lo- 28 2/3 7-•-- 29 ° —' • us' ,e5'` • 2.'2 ' 04606 _ I +u°: 2 ?3 io_ 29 22 29 29- 1 °- 18 +rot— X 9 64 I0 2? _ ql .9 _ ?9 es os 4 2 2 29°- 29'` • 3D ° — - - - . i i 2. I Ii•ll ° = 3� °S lo= — -- - - - - - -- 1 T 1 . `. , ■ a∎ A . .. V i 1 __A A V 1 Z v i -I 7 • , /POA 0 SECT /041 CA DATE = //-/5 -89 ay c7 0) TYPE 8 CURB CALC Name G. Nelson Date 01-24-85 Project Summerfield 2nd Add. P.E. 12068 Width from centerline to curb 22 Pave. Edge El. Dist CL edge Min. elev. Max" elev. �« eg)( 6k | 1 `V\ 28.24 27.96 27.93 28"29 28.29 28.19 28"12 28"13 28.53 28"84 29^23 29.53 29.85 15.5 15.3 14.7 15 15 14 15 15 11 10"8 10"5 10.6 10"5 FoA/71 28.4 28.111 28.054 28.4275 28,4275 28.2825 28.2575 28"2675 28.4875 28"7885 29.165 29.4695 29.785 28.525 28"241. 28.199 28.565 • 28.565 28.445 28.395 28.405 28.725 29.031 29.415 29.717 30.035 7L / / � �, /�i [} �� 1� ~' ��/0//tv( �'y 0 �0/�Y �/3/ / /1V�� .,( �''/ } ' � '�\�` �d ^- � Ti • / S85 P R O F I L E 13 +25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= - .9477.. 13 +50 2026.573 14 +00 2026. 100 14 +50 2025.693 2025.627 14 +75 PI L= 100.000 L/H Pt.= 2025.653 @ 14 +69.39.9 Grade= 1.185% 15 +00 2025.753 2025.686 15 +50 2026.279 16 +00 2026.872 16 +50 2027.465 17 +00 2028.057 17 +50 2028.650 18 +00 2029.243 18 +16.67 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= .8007. 18 +50 2029.707 18 +50 P1 L= 0.000 L/H Pt.= 0.000 G 0 Grade= P R O F I L E . +01 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -.8207. +23.19 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -.7807. +50 2028.491 +62.92 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -.8007. 1 +00 2028.260 2028.093 1 +12.92 PI L= 100.000 L/H Pt.= 2028.258 ® +95.978 Grade= 1.620% 1 +50 2028.611 2028.591 1 +62.92 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 1.5907 2 +00 2029. 389 2 +01.92 PI L= 0.000 L/H Pt.= 0.000 ® 0 Grade= 1.6317 2 +50 2030.204 2 +50 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= n�. • 1 +95 PI L= 0.000 2+00 2 +50 3 +00 3+50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 6 +50 PI L= 100.000 7 +00 7 +50 8 +00 8 +00 PI L= 100.000 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12+50 17 +00 13+04.65 PI L= 0.000 5.920 13 +04.65 13 +04.65 PI L= 0.000 P R O F I L E L/H Pt.= 0.000 @ 0 Grade= .800% 2029. 480 2029. 880 2030.280 2030. 680 2031.080 2031.480 2031.880 2032.280 2032.680 2032.680 2072.880 2033.080 L/H Pt.= 2032.880 @ 6 +50 Grade= -.800% 2032.680 203 2032.280 2032.280 2032.080 2031.880 L/H Pt.= 2032.080 G' 7 +99.983 Grade= .8017. 2032.280 2032.681 203.3. 081 2033.481 2033.881 2034.282 2034.682 2035.082 2035.482 20.75. 887 L/H Pt.= 0.000 C' 0 2035. 920 L/H Pt.= 0.000 @ 0_ Grade= 2032.280 13+04.65 PI 24 10 +36 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= 1.348% 10 +50 2031.129 11+00 2071.802 11 +50 2032.476 2032.476 12 +00 2032.882 2033, 150 12 +00 PI L= 100.000 L/H Pt.= 2032.899 @ 12 +12.748 Grade= —.800% 12 +50 2032. 750 2032. 750 13 +00 2032. 350 13 +50 2031.950 2031.950 14 +00 2031.816 2071.550 14 +00 PI L= 100.000 L/H Pt.= 2031.800 @ 13 +87.546 Grade= 1.331% 14+50 2032.215 2032.215 15 +00 2072.881 15 +50 2037. 546 15+78.1 PI L= 0.000 L/H Pt.= 0.000 C' 0 15+78.1 PI 20 .920 15 +78.1 15 +78.1 PI L= 0.000 L/H Pt.= 0.000i@ 0 Grade= P R O F I L E 2033. 920 P R 0 F I L E 10 +55 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .800% 11+00 2037. 250 11 +50 2033.650 .2033.650 12 +00 2033.841 2034.050 12 +00 PI L= 100.000 L/H Pt.= 2033.841 @ 11 +97.838 Grade= -.872% 12 +50 2033. 614 2033.614 13 +00 2033. 178 13 +50 2032.742 14 +00 2032.305 14 +25.84 PI L= 0.000 L/H Pt.= 0.000 @ 0 14 +25.84 PI 21 2.080 14 +25.84 2032.080 14 +25.84 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= P R O F I L E . +01 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade =- 1.0927.. +18.32 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade =- 1.0957. +50 2031.983 +61.25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -.952% +62.3 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade =- 1.0837. 1 +00 2031.583 2031.442 1 +11.25 PI L= 100.000 L/H Pt.= 2031.550 @ 1 +18.759 Grade= .800% 1 +50 2031.642 2031.630 1 +61.25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .801% 2 +00 2032.031 2 +03.68 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .802% 2 +44.84 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .817 ?.. 2 +50 2032.432 2 +64.42 PI L= 0.000 L/H Pt.= 0.000 @ 0 2 +64.42 PI 550 2 +64.42 2 +64.42 PI L= 0.000 2032. 550 L/H Pt.= 0.000 @ 0 Grade= 203. P R O F I L E 18+20 PI L= 0.000 L/H Pt.= 0.000 ® 0 Grade= 1.595% 18+50 2071.578 19 +00 20.32. 376 19 +50 2033.173 20 +00 2033.971 20 +15 PI L= 0.000 L/H Pt.= 0.000 @ 0 20 +15 PI 2034 10 20 +15 2034.210 20 +15 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= P R 0 F.I L E 36 +03 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .8037.. 36+50 2035.547 37 +00 2035.949 37 +50 2036.350 37 +50 P.I L= 0.000 L/H Pt.= 0.000 P 0 Grade= 1.0577. 37 +50 2036.350 38 +00 2036.879 38 +50 2037.407 38 +55 PI L= 0.000 L/H Pt.= 0.000 @ 0 38 +55 PI 2037 60 38 +55 2037.460 38 +55 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= P R O F I L E 36 +03 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= .8037.. 36 +50 2035. 547 37 +00 2035.949 37 +50 2036.350 37 +50 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 1.057% 38 +00 2036.879 38 +50 2037.407 38 +55 PI L= 0.000 L/H Pt.= 0.000 @ 0 38 +55 PI 2037 60 38 +55 2077.460 38 +55 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SUB AREA ;� 1 2 3 4 5 6 1 8 9 (max) rea in Acres 1 3 Runoff Coefficient DATE ! ! /— 9 - E5 Al DESIGN Q / 0 NAME CT /✓ / F LSO / te// PROJECT StrminE1Pr /P LAD 7 7 a `" A 1clI SD/\, BASIN NAME # of Sub Areas OVERLAND FLOW CO a L N 'a S • RATIONAL FORMULA PROGRAM INPUT FORM Cetr CHANNEL FLOW L Z1 a Z2 a N B S TD 1/13/84 DATE /— NAME _ PROJECT__ BASIN NAME N of Sub Areas Coefficient OVERLAND FLOW C• - L N - S - l�J Q etS 27', - Q,rr1 RATIONAL 1 ORM14 A PROGRAM INPUT FORM 3 DES IGN Q___ g ad CHANNEL FLOW L 71 - S Z2 - S N , 0 • S 005 TO - aLs` X67 =j 3710 - �/� t SfO 1 /I3 /N4 DATE NAME PROJEC BASIN NAME # of Sub Areas Coefficient 3 RATIONAL F ORMIIL A PROGRAM INPLJ1 1 ORM DESIGN Q_ OVERLAND FLOM CHANNEL FLOW CR - (5 L - 4 L . /,5 D zi • /0 `/ Z2' S N • — S : , a Od _ N ° -_- OS B - 0 S . 0 TD I/13/R4 DATE NAME PROJECT BASIN NAME 0 of Sub Areas OVERLAND FLOW CO L - /3 N 5 - • 00 RATIONAL F ORMUZ A PROGRAM INPUT I ORM DESIGN O_ CHANNEL FLOW L Z1 • Z2. B - S TD N = :r 43 1/13/84 DATE NAME PROJEC f _ _ _ ____ BASIN NAME_-__ 0 of Sub Areas SUB AREA ,, Area n Acres uno Coefficient OVERLAND FLOW CO L N S 0 RATIONAL F ORMUZ A PROGRAM INPUT 1 ORM a DESIGN 0____ 5 6 CHANNEL FLOW L Z1 - Z2 - N B S- TD 7 8 9 10 (max 1/13/84 DATE � )" —Er NAME — — -- — — -- .. PROJECT BASIN NAME # of•Sub Areas RATIINAL FORMULA PROGRAM INPUT FORM OVERLAND FLOW CS = 7C L - `(o N a 5 a • OD DESIGN Q CHANNEL FLOW Z1 a 0 -4--5 Z2 = N B - S a TD 0 1/11/84 - p S DATE NAME — PROJEC T -------- --- - - - - -- - BASIN NAME # of Sub Areas OVERLAND FLOW L - O N • 0 0lf RATIONAL FOkMUTA PROGRAM INPUT I - ORM DESIGN Q CHANNEL FLOW L a 3 E 0 21 - / 0 Z2 - N a - 03 B - O S ' • d O TD a 1/13/84 DATE NAME PROJECT BASIN NAME A of Sub Areas 1 OVERLAND FLOW C♦ • L • N • S • O su i LS RATIONAL FORMULA PROGRAM INPUT FORM DESIGN Q CHANNEL FLOW L Z 1 • • Z2 - • S - TD /0 1/13/84 DATE NAME PROJEC BASIN NAME # of Sub Areas OVERLAND FIOM • L N • S • 3 ,1V -37 RAT TONAL FORMIIIA PROGRAM INPUT 1 ORM DESIGN Q __— CHANNEL FLOM L a 21 a Z2 N z B S a TO a 1/13/84 DATE NAME PROJECT BASIN NAME M of Sub Areas OVERLAND FLOW L - /60 N - • V 5 , c9 0 kATIONAL FORMULA PROGRAM INPUT FORM DESIGN 0 CHANNEL FLOW L Z1 a � Z2 • N e -03 B 0 s • - Oa TD VP-0 3 1, 1/13/84 DATE NAME PROJECT BASIN NAME 0 of Sub Areas SUB AREA rea n Acres uno Coefficient OVERLAND FLOW L - S� N - (/ S , -occ" RA T IUNAL F URMI II A PROGRAM INPUT 1 ORM DESIGN Q !0 10 (max) CHANNEL FLOW L - /70 ZI /4 r Z2 - �� J N - 4 03 • 0 S i L/O TD d) 1/13/84 UA fE NAME PROJEC f _ — -- -- - BASIN NAME # of Sub Areas RATIONAL FORMIItA PROGRAM INPUT 1 ORM uno Coefficient SUB AREA , rea n Acres OVERLAND FLOW CO - • L - S - DESIGN Q 7 8 9 10 (max) CHANNEL FLOW L Z1 - Z2 - N B - S TD 1/13/84 OA'fE NAME PROJECT BASIN NAME # of Sub Areas OVERLAND FLOW L 70 S a 'DOO 61 e rr gfr RATIONAL F (WWII A PROGRAM INPUT 1 ORM DESIGN Q____ U CHANNEL FLOW L 330 n i /0 Z2 a N - 03 B - O S a • OV TD a 1/13/84 DATE___ - NAME — - _— PROJECT BASIN NAME OVERLAND FLOW c•- L N S N of Sub Areas RATIONAL F (1RMUE A PROGRAM INPUT FORM DESIGN Q /0 / S 21 t /0 Z2 • 5 000P N a s o3 /(f LS )S CHANNEL FLOW L a 300 , 68 TD a 33 1/13/84 R DATE NAME PROJEC BASIN NAME N of Sub Areas SUB AREA , 1 2 3 Area in �� Acres Runoff 65 Coefficient OVERLAND FLOW a - L N S 0 RATIONAL FORMER A PROGRAM INPUT 1 ORM DESIGN Q CHANNEL FLOW L ' 0 n - 0 Z2 a e N c , D3 B - C� S - a TD 1/13/84 0 35 - 5= ' co/ p 0 8g -10000 9000 - 6000 - 7000 -6000 - 5000 - 4000 • (5 -100 90 Q g 80 S , » � - 60 -50 -40 • ZY / ' 7 30 1 / =20 -10 `Y b ) 1c. ,oC 13 I- 50 a s E - - - S = ' 4. a -loo° / - 900 Z - ,0404 � y a 00 NC - 700 F.- - 600 0- . 7 / y - 500 C 1 ���) 0 - 400 Y D i t i Q 7 300 17 Cr r = 200 000 tOY.lIo,. 0.o 55(A) ., ,•, 0 1 .ou .e,t14 C011,10:1301, y .••••• PO...t• ••••0••1•11 TO 1•t �. • if Ha•t0ut OF 010111. 1mn .CJ.. I. OOOOOOawt nu. •4411. 40. 01YTION nM EXAMPLE I.0 0440(0 •11011l 0 • • 0.03 t • 04 I t /.•.000 n• et • 0u •1110• a • 00 c•4 IMSTNUCTIONS 1044.1 1/0 Rana n•. .LO 401 •0 C1Y1CT .11... 101 00. 0 ••• In •.(0t TOO to s .ut/ I.nuLLn AT TuRLU cm/ re• 104 OOtUTIO. L 0, 00 vatto. C- 01••.rO (1111(( 41 ..0.. tin 4040.... ( 110 (• i 6 -42 N 0 Z • .— . 00 TO 0471 001C.a..t 0 '4 •••010. OP c..4... . 40•04 01QT. '40 00 0 •04 T0••• 0, km !Win Menem . T.oRVM .0.0..0. To 40 0 a .tnm • re4 04170 d' -0•( ) —31 S • to 0(7..,0( onw•w ate•,,,.. .Otto. •••T,UCTIO, .. 10 OPae 010C ..... •01•,04. AT •400•10 O 0••• O •7••• Y 0 0 0 ▪ •0P( •••1O 1. •40 0(• 1 •••• , • • 0 /L( —�la3= 019 Z .10 1— -. 00 U CO fa • .50 10 4 . • .03 - .40 Z Z =.30 cnn ' -. 01 Q� i ._ -.00 (n -.10 O - .006 .005 .004 - .003 0. W W - .07 0 CC . 0 - .05 m d1 7 .04 -.002 -•, )— Q - a -. . W - .001 NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS FIGURE. 1 C Et • 1 . 0 ., 10000 9000 6000 7000 6000 5000 1000 900 600 600 500 O 400 ▪ 300 200 100 90 90 70 60 50 40 30 20 10 wuum.. . • a.f. (A) S.. ' n 10 aft .wn.. CO.rr•CI..T Iw ••••In ,oe.YI. sHioner ff To.ITC.Ial I. e 11 atmrucu OP POO fur. wutnnt • . a matt (01.4 It4t. Me IO0. e00a?I0. IN1 4000 EXAMPLE Int eaa.0 un n 3000 - .I.t• a • alga — a • tt1 t/n . .gnu `° n. et U.. 2000 4....___ 0 • 0 I 0 ru0 • 0 • 10 CIS INSTRUCTIONS 1 Cana. 0/n ..T10 .ITN ..Ole ISI •• ce•tcT 0IS SSSSS 101 n7. 01•'w 141 •.ut TWO On. *WIT 1.TtuIcT AT Tvenu 1.001 row CtttttTt 10•0•e . 7. ‚Oa SOStl •510••10 Conon .O ..on we man o... ••• e • a 70 Lt ol.0 ttttt 0, 1 0 wanow er C....t. e'•. -(}) r • To nttttt DISOWN •• COWOSITt fccT'O... roue. I.v.un l0. a To oo••• Ouc.4ut •• �. fecTlu .•T ..tov0 • 0,11 OW. • . 05 C. In Tula r•O I. .00 0• e 6-42 0 w 0 Q 0 N 0 noon w *lTW a. —r In Ot.TM t ro. Torn enc.u0t I. a. Tl.a at T 0, 40 SOena • ro0 O4PT• 100 r0 50 30 20 - 03 -Tot J W z Q • 08 - .007 -.006 - . 10 - .04 .02 .005 .004 .003 - .002 - .001 NOMOGRAPH FOR FLOW IN TRIANGULAR. CHANNELS FIGURE I DATE . = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1"3 ACRES TOTAL AREA = 1"3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 = .01 S = .008 CHANNEL FLOW VALUES L = 580 Z1 = 5 Z2 = 5 N = .03 B = 0 S = .005 TD = .4 COMPUTED VALUES DUR = 8.18 T10 = 2.55 010 = .99 QA = .95 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 2 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = .79 ACRES TOTAL AREA = .79 ACRES OVERLAND FLOW VALUES Ct = .15 L = 150 N = .4 S = .008 CHANNEL FLOW VALUES L. = 160 Z1 = 10 • Z2 = 5 N = .03 R = 0 G = .008 TD = "25 COMPUTED VALUES DUR = 9.87 I10 = 2"32 010 = .55 QA = "52 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 3 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 01`29-85 DESIGNER = G. NELSON ^SIN 4 \ DESCRIPTION = SUMMERFIELD EAST 2ND AD ION \ SUBAREA 1 RUNOFF OEFFICIENT = ,3 COMPOSITE RUNOFF OEFFICIENT = .3 SUBAREA 1 = 2.14 ACRES TOTAL AREA = 2.14 ACRES OVERLAND FLOW VALUES Ct = .15 L = 130 N = .4 S = .008 CHANNEL FLOW VALUES L = 240 Z2 = N = B = S = "012 TD = .65 COMPUTED VALUES DUR = 22.54 110 = 1.30 010 = .83 - QA = .81 .RATIONAL FORMULA HYDROLOGY DATE = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = .28 ACRES TOTAL AREA = "28 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .V08 CHANNEL FLOW VALUES L = 400 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .008 TD = .25 COMPUTED VALUES DUR = 6.06 I10 = 2.88 010 = .52 QA = .52 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 5 SUBAREA 1 RUNOFF COEFFICIENT = .64 COMPOSITE RUNOFF COEFFICIENT = .64 DATE = 01-29^85 � DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION \ � SUBAREA 1 RUNOF COEFFICIENT = .3 SUBAREA 1 = 3.3 ACRES TOTAL AREA = 3.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 400 N = .4 S = .008 CHANNEL FLOW VALUES , L = 170 Z1 Z2 N B S= TD = .4 0 "012 COMPUTED VALUES . DUR = 29.06 I10 = 1.05 010 = 1.04 QA = .49 RATIONAL FORMULA HYDROLOGY \ \ DESIGNER = G. NELSON BASIN 6 \ \ COMPOSITE RUNOF COEFFICIENT = .3 DATE = 01-29-85 � DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 3.3 ACRES TOTAL AREA = 3.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 400 N = .4 S = .008 CHANNEL FLOW VALUES L = • 170 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .012 TD = .36 COMPUTED VALUES DUR = 15.07 I1O = 1.78 Q10 = 1.76 QA = 1.67 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 6 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = °3 DATE = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 2.14 ACRES TOTAL AREA = 2.14 ACRES OVERLAND FLOW VALUES Ct = .15 L = 130 N = .4 S = .008 � • CHANNEL FLDWVALUES . L =- 240 Z1 = 10 Z2 = 5 N = "03 B = 0 S = .012 TD = .35 COMPUTED VALUES DUR = 9.21 I10 = 2,40 010 = 1.54 QA = 1.55 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 4 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 01 -29 -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1.42 ACRES TOTAL AREA = 1.42 ACRES OVERLAND FLOW VALUES Ct = .15 L = 120 N = .4 S = .008 CHANNEL FLOW VALUES L = 300 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .008 TD = .37 COMPUTED VALUES DUR = 10.02 110 = 2.30 010 = 1.50 QA = 1.47 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 7 SUBAREA 1 RUNOFF COEFFICIENT = .46 COMPOSITE RUNOFF COEFFICIENT = .46 DATE = 01 -29 -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 2.09 ACRES TOTAL AREA = 2.09 ACRES OVERLAND FLOW VALUES Ct = .15 L = 100 N = .4 S = .008 CHANNEL FLOW VALUES L = 420 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .008 TD = .36 COMPUTED VALUES DUR = 10.83 I10 = 2.20 010 = 1.38, QA = 1.36 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 10 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = DATE = 01 -29 -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = .56 ACRES TOTAL AREA = .56 ACRES OVERLAND FLOW VALUES Ct = .15 L = 50 N = .4 S = .008 CHANNEL FLOW VALUES L = 170 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .008 TD = .27 COMPUTED VALUES DUR = 6.30 110 = 2.84 010 = .64 OA = .63 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 11 SUBAREA 1 RUNOFF COEFFICIENT = .4t COMPOSITE RUNOFF COEFFICIENT = .4 DATE = 01 -29 -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1.4 ACRES TOTAL AREA = 1.4 ACRES OVERLAND FLOW VALUES Ct = .15 L = 70 N = .4 S = .008 CHANNEL FLOW VALUES L = 330 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .008 TD = .32 COMPUTED VALUES DUR = 8.96 I10 = 2.44 010 = 1.02 0A = 1.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 13 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1.86 ACRES TOTAL AREA = 1.86 ACRES OVERLAND FLOW VALUES Ct = .15 L = 180 N = .4 S = .008 CHANNEL FLOW VALUES L = 300 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .0087 TD = .33 COMPUTED VALUES DUR = 11.93 I10 = 2.08 010 = 1"16 QA = 1.13 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 14 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE COEFFICIENT = .3 DATE = 01-29-85 SUBAREA 1 = .22 ACRES TOTAL AREA = .22 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .008 CHANNEL FLOW VALUES L = 170 Z1 = 10 Z2 = 5 N = .03 B = 0 S = .013 TD = "22 COMPUTED VALUES DUR = 5.00 I10 = 3.07 Q10 = .44 QA = .47 RATIONAL FORMULA HYDROLOGY DESCRIPTION SUMMERFIELD EAST 2ND ADDITION DESIGNER = G. NELSON BASIN 17 SUBAREA 1 RUNOFF COEFFICIENT = .65 COMPOSITE RUNOFF COEFFICIENT = .65 ro6, DATE: //3//8S PROJECT: S ATTENTION: For your: Information Files Sincerely, INLAND PACIFIC ENGINEERING COMPANY lett -mod Approval Review 110) egm r m gc c Signature Gentlemen: We are sending ( herewith ( ) under separate cover copies of the following: NUMBER OF COPIES AND DESCRIPTION: Contract Documents _ Preliminary Plat _ Sewer Plan Site Plans Final Plat Detail Drawings _ Boundary Survey Water Plan / Specifications Legal Description Road Plan & Profiles ,/ Reports Distribution • / '_! ! mE A • .eL L A1lLf t'& ✓ i'L_' i fl ! L. �. Thank you. GSN /set Attachment 5/30/4 it'tt➢ !j . 4 ; T) if TZtCrie CP I' h I. 1 C ...•' COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S o ILAN .Wu tsant 'roN 99260 Oilsc RE: S UMMERF /e6-0 / 4sT 7ND Gentlemen: A review of the road, drainage, and parking plans for the above- refer enced plat, short plat, binding site plan, 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. Sincerely, Robert S. Turner, Y.E. Spokane County Engineer / Lary 5/Nelson, P.E. Piannl. g Engineer D,p/1Jo1/ Public Works Building North 811 Jefferson Street Spokane. Washington 99260 (509) 456-3600 DATE = 01-29-85 SUBAREA 1 = 1.3 ACRES TOTAL AREA = 1,3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .o1 S = ^00g CHANNEL FLOW VALUES L = 580 71 = 5 Z2 = 5 N = .03 R = 0 S = .005 TD .4 COMPUTED VALUES . DUR = 8.18 I10 = 2"55 810 = .99 8A = .95 �� ?7�� |� ^ '``° ~ RATIONAL FORMULA HYDROLOGY DESCRIPTION = SUMMERFlELD EAST 2ND APUlTTON DESIGNER = G. NELSON BASIN 2 SUBAREA 1 RUNOFF COEFFICIENT = .3. COMPOSITE RUNOFF COEFFICIENT = .3 ^..^� 1~T DATE = 01-29-85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION ' —SUBAREA 1 = .79 ACRES � ^ TOTAL AREA = .79 ACRES COMPOSITE RUNOFF COEFFICIENT = .3 � • • OVERLAND^FLOW VALUES Ct = .15 L = 150 N = • .4 S = .00B CHANNEL FLOW VALUES L = 160' • J1 = 10 Z2 = 5 N = .o3 B = 0 5. = .008 TD = .25 COMPUTED VALUES DUR = .87 I10 = 2.32 81() = ^55 8A = .52 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 3 SUBAREA 1 RUNOFF COEFFICIENT = .� �j m | ' V�, �-� //T'~ ~ RATIONAL FORMULA HYDROLOGY 'DATE = 01- 29 --85 DESIGNER = G. NELSON BASIN 4 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 2.14 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .3 TOTAL AREA = 2.14 ACRES COMPOSITE RUNOFF COEFFICIENT = .3 OVERLAND FLOW VALUES Ct = .15 L = 130 N = .4 S = 008 CHANNEL FLOW VALUES L z1 Z2 N . TD 240 10 .03 0 .012 COMPUTED VALUES DUR = 9.21 I10 = 2.40 010 = 1.54 CIA = 1.55 C = .3 r =15.07 miry Z H = 2,11+-1-3.3 = S• 9.L q = CIR=,3698)5• 4 q = 2. S o a B df`� NOTE: USIN6 RN ovER FLOW i IPE BETWEeN 7345 /aiS 1 4. $ and USING THE LOlUGER T WE GET PERI< q of 2,9 CfS, 6EE CRLCS A- BOVE_ Thus 3 t3 d„u1 z i RATIONAL FORMULA HYDROLOGY DATE = 01 -29 -85 DESIGNER = 3. NELSON BASIN DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = .28 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .64 TOTAL AREA = .28 ACRES COMPOSITE RUNOFF COEFFICIENT = .64 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .008 CHANNEL FLOW VALUES L = 400 Z1 10 72 = 5 N = .07 B = 0 S = .008 TD = .25 COMPUTED VALUES DUR = 6.06 I10 = 2 :88 010 = OA = .52 4 ,. n B , zQ_CS DATE .= 01 -29 -85 CC= .15 L = 400 N = .4 S = .008 CHANNEL FLOW VALUES L = 170 Z1 = 10 Z 2 - 5 N - . B = 0 S = .01? TD = .1 6 • COMPUTED VALUES DUR = 15.07 'I10 = 1.78 010 = 1.76 QA = 1.67 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 6 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 3.3 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .3 TOTAL AREA = 3.3 ACRES COMPOSITE RUNOFF COEFFICIENT = OVERLAND FLOW VALUES �o a, 9. B ( Norm BASIN 9- / r, • DATE = 01-29-85 1- 29 - -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA .1 = 1.42 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .46 .TOTAL AREA = 1.42 ACRES COMPOSITE RUNOFF COEFFICIENT = .46 OVERLAND FLOW VALUES Ct = .15 L = 120 N — .4 S = .009 CHANNEL FLOW VALUES L = 7'00 Z1 = 10 Z -- 5 N = .03 Ea = 0 5 .008. TD = .37 COMPUTED VALUES DUR == 10.02 I10 = 2.30 1)10 = 1.50 OA = 1.47 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 7 n u &-i. 2 - 342-Qa°' RATIONAL FORMULA HYDROLOGY DATE = 01= 29 - -85 DESIGNER -= G. NELSON BASIN 10 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 2.09 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .3 TOTAL AREA = 2.09 ACRES COMPOSITE RUNOFF COEF=FICIENT = .3 OVERLAND FLOW VALUES Ct = .15 L = 100 N = .4 S = .008 CHANNEL. FLOW VALUES L = 420 Z1 = 10 Z2 = N = .03 B _ 0 S = .008 TD = .36 COMPUTED VALUES DUR = 10.83 I10 = 2.20 010 = 1..,38 OA = 1.36 0 aQ 0 to Thus 2 B -9-Wk. Sbe Basin l0 fl = 2.09 1 = 10.2 Dean. Bas'i n. a R Tc, _ S rni •- Con.posi1e. G z.ogX 3 -_ zy' X • los 2.33 T= 2.Z ft= 2,33 C 1R _ . 3`1- (Z.Z)2 q ILA s iilL 01\8 UstN& THE PERK q 0f I* `) Gfs - l B 11 OJ) osu _ Q fS(Gi 4,11 NOTE = usk RN OOeRFLOW PIPE. (BETWEEN teft.giuS LONGER T t>)Sz CET A ( see comes c>,bawe.) las 2- RATIONAL FORMULA HYDROLOGY DATE = 01-29-85 DESIGNER = G. NELSON BASIN 11 DESCRIPTION 1 = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = .56 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .4^ TOTAL AREA = .56 ACRES COMPOSITE RUNOFF COEFFICIENT = .4 OVERLAND FLOW VALUES Ct = .15 L 50 N = .4 CHANNEL FLOW VALUES . L = 170 Z1 = 10 Z2 = 5 A = .03 B = 0 S = .o08 TD = .27 COMPUTED VALUES DUR = 6.30 110 = 2.84 Q1() = .64 QA = .63 - w [ `� t )�^/����^`��� �v.�~',`- - � u �/ . . B NsC��/� on��� � u \Ai � 0 o U}�. /ruutt DATE = 01 -29 -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1.4 ACRES TOTAL AREA = 1.4 ACRES _OVERLAND FLOW VALUES Ct = .15 L = 70 i N = .4 : S = .008 • CHANNEL FLOW VALUES L = 330 Z1 = 10 Z2 = 5 N = .0y B = 0 • S = .008 TD = COMPUTED VALUES • DUR = 8.96 I10 = 2.44 010 = 1.,02 OA = 1.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 13 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = v &flaga 1 f3 die DATE = 01- 29 - -85 DESCRIPTION = SUMMERFIELD EAST 2ND ADDITION SUBAREA 1 = 1.86 ACRES TOTAL AREA = 1.86 ACRES OVERLAND FLOW VALUES Ct = .15 L = 180 N = .4 S = .008 CHANNEL FLOW VALUES L =. 7. 21 = 10 12 = 5 N = .0 E = 0 S = .0087 TD = ._ COMPUTED' VALUES DUR = 11.93 110 = 2.08 010 = 1.16 OA = 1.13 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN 14 SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT N o r t= Lug QLL _ taeg_ oyTh J--Asts.ak_ - dtD_ , i c ads a �e Utility and drainage easements adjacent to all public road rights of way (said easements being ten feet (10') wide lying adjacent to Progress Road and Wellesley Avenue and six feet (6') wide lying adjacent to all other public road rights of way within this plat, as shown hereon) for the purpose of installing, operating and maintaining utilities; for drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all utility and drainage easements adjacent to the public rights of way. The property owner shall maintain the utility and drainage easement 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 grade of adjacent streets. ffnl i20 Ca W , Su6in JfC Sims 44 M frto sue' 4 8s \ C1 `N 77'24'51" W C2 N 58'04'41" W C3 N 70°14'30" W C4 N 12'35'09" E C5 S 38''14'06 E C6 S 21'33' 50" E C7 S 44 °45'40" E C8 S 45 ° 14`20' W C9 Varies C10 Varies C11 S 45'14'20' W C12 N 60 °58'06" W C13 S 11°05'4 . E C14 r4 45 °14' 2 W E C15 N 20 °02' 58" W C16 N 50' 07" E C17 N 40 °50' 44" W G18 S 63"16) 28" 14 C19 N'67 °38'50" E C20 N 22°49' 50" E £ 21 03° 2`I t 13" W C22 ,'N 42°08'`37 W C23 N 05°29 •.W C24 S '37 °37' 58" E .1 Chord Bearing 0 `'' 01 ,W � . 74.9 39:36.43. ( 41 NAA ` 0 p _ \\p 4 Di\ w ■ • CURVE Chard Delta . IZadfus 157. 02 39" 93.23 014'20' /12" 247.25 038°40' 2 1" 195.51 024'19' 39 141.91 009 °53'49 " 110.53 043 °,14' :20" 28.37 090 °21'59" 20.00 28,19 089°38' 01" 20.00 • 21.16 063'53' 04" 28.28 090 °;00' ,00't 42.29 089°-38' 01" 16.34 048114'1,0" 17.50 051° 54` 03" 28.19 089°38' 01" 25.39 078° 48 30.60 099°47' 35" 26.38 082° 3V 07" 28,29 090 °O1' 02" , 20.00 22.87 044 00 30 - 22.87 044 °49' 00" 30..00 20-;81 008° 29.57 002° 04'::46 "`. 814.98 34.77 040°41' ;39" 50.00. 23.63 001° 33' 5 864.98 • • • CO S.>020, 88 s 3i 1 9 3 . 2 05, 9 w�s1.s� a o O o d 8 � 4/ ' o � 1 sz 51 , 8' Z • 8' /0,468 /d ,,..k.../e/ , J . ` S � � 10 /9,135 0 • 0 ,/I,2o .o s „V › v <9.> o .o N ' \�$ 11 30.Q0/2 0 :� \? O�\�1 ' 9 C )) 2 ., 12 . • • • s 11,356 0 2`L 121.43 . " N8iO.56'.40 "W • N81 ° p320E O 0 ON ° ^ • F- 0 1 r) 111._ G ' l7 50' R 85.00 w 0 .14 O N 70 O (Ni N 05 `33'06 y E 50.23 . c 6' W w 0 tV W 0 0 0 . 0 N 87 ° O 13 N /1,889 0 S I/4 COR SEC. 35 26 44 Fnd. Wire 111 2' Pipe in Mon. Case 8r RP's cis per Summerfield. East it Add.: . M �-. 505.00 � 119.95 n,.� End. RR . Spike M ;373:86 373.`36 373.36 463.94. 8 39 9 20: • ..:20:;00 30.00 20.00 20.00 • 26 20.00. 20.00 20.00 20.00 ID -75.00- F p 188.96 OLYMPIC 25' F N89 °56' 40 "W 5 • 9� 0 \6 16,397 0 182.53(R / ?4 6 � • � �.- N83° 14' 14 8 .57 101. w 25' I C2 / 4 w 0 O • //,368 t5 W /DE o - (> 80.00- o 1 O ° w L) ° v • m 3 °o cF m 0 O N /0,0I7�mO a 0 z DRA /NAME - 80.00 93.75 . 93.75 - 94.60 ---t - 104.87 DRAINAGE 8 W UTILITY w EASEMENT / w -1 0 0 rnm 5 _ _ o I • ° ' 2 6 3 . o 4 0 '. ink : rn m 0 gwo /0,5264 0.0 N 11, 250 •0 2 /1, 250 0 0 ,E1 //, 250 4 0,-,i-, /1 306 # K . N - 1 0 ,, o�, o.� 0.1 _10 N89 °34' 4inW 0 Z. BLOCK z ELEVEN z 125.00 93.75 . `93.75 93.75 93.84 N 89° 56', 40' W '-r J 85.65 to N in N - 80.00 - w 0 O 10 N 0 O ". BOO //, /35 !+ o -1 0 O 0 0 6' WIDE Z 85.65 - m 0 1 /,200' '� r .. °. o .1 O ,o O Z s....___ 80.00 1 . O t 0 0 m 1 /I I'T 1 r I 85.65 17 /1,135 ¢ DRNG 8 -85.65 - 80.00 BROAD 0 0 0 9 N // 200 ay 0 o Z /8 /0' WIDE 0.00 / fi S 89 ° - 56' 40" E 0 m 0 0 DRAINAGE 80.00 0 8 0 O oh //;200 . WELLESLEY 375.09 / / f-; O E W 85.65 W N ° 0 16 N D O /1,135 0 2- o ° m 0 O D j U T /LM Z - 85.65\ N89 °56' 40 "W. - 80.00 494.08 st 542.06 AVENUE 85.72 w 0 15 o 0 /4089 t'0" m mN 0 Z -84.88 80.00 6` WIDE DRNG w • 7 O N O 11,200 4' 0 O 0 5 UTILITY 80.00- 353.10 N 0' 10 C.1 0 0 0 0 O co 0 .-1 CO O 0 O co 0 co tr) Sri CO AVENUE 14,654 0 0 25:00 0 o O pt 11,200 0 0 ° 0 0 EASEMENT - 80.00 N 8 2° 28' 15" W/ 128 . 6 7(R) O 2 • O / 4+ 8 UTILITY ESMT - 103.38 - ‘D„, "3 125.00 N89 °34' 41 "W 125.00 13 /0,000 0 N89 °34' 41 "W /0,554 0 0 O O in N N v -80.00 8 ESN]: L. ESM � 3 E' N 89° 56' 40" W 660.44 690.25 N 89° 56' 40" W 1 4) O .0 6 �o m / 0,000 m N89°34' 41" W I 125.00 I 7 -J O /0,000 4 J ar N 89° 34' 41" W 125.00 I o 0 8 = 0 /0;000 dr ' O N 89° 34' 41 ' W 1 125.00 0 9 o 0 /0,000 0 co BLOCK °° N 89° 34' 4-1"W 125.00 0 0 0 0 /0,000 0 N89°34' • ELEN 125.00 I 1 /0,000 N89 °34' 41 "W 1 O co 6 0 12 o • /0,0D0 at m 0 O m 125.00 1 co 25' N 0 0 co w N 0 0 z 25 --105.13 +- C "'D/A, AV 25' N 0 0 O O W J 0 J (6i O 1 AVENUE - 0 ro �o tO co /0,930 0 a 18 N 89° 34' 41 "W i 10 132.15 2 O J 10,752 0 1 N89 °34' 41 "W ..- 135.00 0 O 3 10,800 m N89°34' 41 "W • 135.00 o W O O 4 = O kj Q /0,800 k ° 1 4 1 " I 1 135.00 O ° . 5 °0 0 /0,800 4* - co � N 8 ° BLOCK ' 41"W 1 W 135.00 o = 6 0 Q /0,800 S° 1 ° THIRTEEN 1 135.00 1 O l� o 0 ,, 7 0 /0,800 0 .� m 1 5o N89 °34' 4i "W 1 1 0 0 co 1,_ N89 °34' 41 "W 135.00 /0,800 8 0 1 135.00 O 0 9 • m /0,800 4� 1 N89°34' 41 "W 1 135.00 0 0 10 0 r - 0( //,978 +h j - \e 1 c' - • 95.00- N BROAD N 89° 34' 41" W 0 N • BLOCK ~ /' TWELVE 70.00 - - 155.63 N 89° 34' 41" W 0 M 195.00 11,978 0 6 C /9- 011 O W m 0 N AVENUE C/ ci/ 0 0 N to 135.00 O >. 0 25'10 2 -0 . . ® /0,579 4+ J r 9 1- , „ E1 b 01/ W $. La Q _9 FS F .5 m 3 Q o ry am / 2,222 4 , 1-1° •6 51' ' ' � 4, 1Z 5 � ` � ° °0 C- j 7 / 1,29/ 0 4 sz d, ^� O O /2,582 rh 0 0 0 O 0 co 0 0 0 co 0 0 0 0 0 i O o'. m 0 cn 30' 5 ' 0 N 0 0 0 0 0 CV CO C V m 0 m 0 0 W cc Lei ti co ■ co m 0 30' 0 ' /6' WIDE EASEMENT FOR WATER MAIII Arc 158.53 93.48 252.00 196.99 145. 113.20 31.54 31.2 9 22.30 31.42 46.93 16.84 18.12 31.29 27.51 34.83 28:81 33-42 23147 23.47 20 29.58 35.51 23.63 Tangent 80.48 46.98 131.01 100.00 72.73 59.45 20.13 19.87, 12.47 20.00 29.81 8.95 9.73 19.87 16.43 23.75 17.55 20.01. 12.37 12.37° 1043 14.79 18.54 11.82 UNPLATTED LOT 2, BLOCK b 14'"1 1` WIDE ST ' `b' 2638.43 SUMMERFIELD EAST SECOND ADDITION BEING A SUBDIVISION Inland Pacific Engineering Company South 25 Altamont ` Spokane, Washington 509 535-1410 99202 F.3 CI 1Cjr\1 \ /I` Ir rI . tt_ v v CO CO 0 0 ' P.I. - STA. 23 +33.50 (146 -S) Fnd. # 4 Rebar ( Record Spike) Set Tack w/ Tag #18091 in Old Blaze in 26" Pine, N 13 °E, 53.73' (Record 24 ", N.7 °31' E, 53.65') P.C. - STA. 22 + 28.9 Fnd. 60d Spike 1323.23 � End and V i ( \I �I Ii` \ A nrll - iONI /T`N HL.. L.41 1 1\4.1 \I RADIAL 1L1R1NG` - 1 :00725 2 N 21 1 4 1 3 ' •N •46 '19' 01) "i N 56 /1 „ 19 "E 5 N 30'32 "L 6 S• 70'38 7 •f..l 52 "57' 12 "L 8 N 75'03''15 "W ll :04'5/1 1 49"f 1 S 68'24'5 4 •12 -S 26'32 13 rl 63°56'24"f 14 N 4+ 4.5'/1U "w' 15 hl 1.6 N 18 `16' 59 "I _17 S 71'4L1' 03 "E: 18 S 8'3'02' 29 "L 19 N 10'12'55"E 2U ' "L 30' Set RR Spike at intx. / of of Progress 7 and Section Line 0. 43 51 Fnd !/2" Pipe I Set as I /16 Cor (2 .P. - ST A.Ot00 PROGRESS RD. (146 - 5) Fnd. #3 Rebar 043' S of Section Line SCALE: I n =100 1 LEGEND nlat of SUMMERFIEILD EAST FIRST ADD/ - 180D1" at al', left. cprners Briss car List 1s Somme! tieid Add SPOKANE COUNTY, WASHINGTON JANUARY 1985 Tupp FINAL PLAT OF ." • State :Of lila :being F barticul J'ir • de cr • poke ne • DEDICATION J, the. sciid Owner& . no: Other be . responsible .approved 4.hd . •i by. - the govern', n? • v.inic ty ..sh41 .F21 . 4. • t e ane • 1 TNES' hand Offjc1 ;of .4 , , .1 ''''''''' oI .e o i:' .'r , ,. '-' . 1 , -'. 7, y•: t'...6::ok' j, fn jr1t 01' re s. said of 1 A SUPERIOR REPROGRAPHICS. TB -344 5' DIA. lo TYPE "13" C014G. CURB UTILITY AND DRAINAGE EASEMENT TO BE USED AT E.KID O t 511.113 S ?R75 WHEN TUE STREET END OCCURS AT AN N IERV AL WI-UCLA WOULD MOT REG1UtRE Q ptrQMANET ORAiNA6G STRUCTVR; 1F T\iE: STREET AS S uNOLE. WERE CONS 1DERE.1) : 012 t..114510 EROSI CIS DAM4GIE IhIO RE INA GCCPTABI -E ON ADJACENT PROPER BIKE QPAT 14 2 SIDEWALK tST t N G ASP HALT' - 4" CLASS B 'ASPUALT CEMENT NAViNC. 5 3/4 % TO (o I/4% ASPI -SALT CONTENT, Ot$ 4" CRU SUED ROCK ` TOP COURSE IN ACCORDANCE WI TI -% N.S.D.O.T. SPEC1F%CATlONS. -TYPE 4" CLASS "ASPHALT CEMENT ,` HAVING 55 3 /4% TO 6 '/4% ASPI -IALT CONTEIJT, ON 4" CI USI -IED 'ROCi& TOP COURSE IN ACCORDANCE 1,41T14 W.S.D.QT SPECIFICA,T1O14S. NEIGU130IZl -IOOD COLLECTOR' 4OfT TRAVELWAY O11 'loo FT RIGIaT OF MAY NTS PLAT UNPLATTED BOUNDARY SUMMEIZFIEL.D 5 EAST NTS NOTE: A 1 (ONE) FOOT NIGt1 BERM= 15 TO BE CONSTRUCTED Is. LONC, TGE NORTU PLAT BOUNDARIES C) SUWAME.RFIELD EAST 2'L1 APDITIO 25' LOCAL ACCESS 36 FT TRAVE L W AY 014 SOFT R16U T OF WAY jg 2 % 10' TURFED DRAINAGE SWALE 2 CLASS B'ASPNALT 'CEMENT I-FAVINGG 5 % TO 4, Y4 ASPWALT CONTENT, 01 4-" CRUSHED ROCV_ TOP COURSE IN ACCORDANCE WIT�4 IC W.S. D.O.T. SPECIFATIONS. 25' NTS- e" CLASS :: ASPI -1ALT CEMENT HAVING 5 TO 61/4 ASPHALT CONTENT ON 4" CRU5t�ED ROCk. TOP . COURSE 11.I ACCORDAiCE W i TH SPECIFICATIONS. I6. 5.1 DRAINAGE SWAL1= 6.67' 10' CONCRETE SIDEWALK D RO P CONCRETE CURB it �- TO B E GRADE '' FOR . $ FINIS LI D G RADE DRYWELL 2' U.1 AREAS WITUOUT SIDEWALKS 4' IN AREAS WtTI4 SIDE WAL 5 CONCRETE FOR RESIDENTIAL DRIVEWAY( TURFED DRAINAGE SWALE • All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. • The "Summerfield East 2nd Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental to the County Road Standards and are intended to depict special construction details which are required for compliance with the County's "208" program. . These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets, Surm East 2!d Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between the Sunmerfield East 2nd Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East 2nd Addition Standard Details' shall govern. • A Street signs shall be Spokane County Standard and shall be installed as specified in the Manual of Uniform Traffic Control Devices. Stop signs shall be installed at the intersections of Wellesley and Progress, Progress and Broad Ave., and Progress and Crown Ave. b' UTILITY AN0 DRAINAGE EMT. TRANSITION TOP OF C1112 B' 48' TRANSFORMER PAD LOCATION ON STREETS WITMJOUT SIDEWALKS LOCATION ON STREETS W ITN SIDEWALKS SIDEWALK CONCRETE CURI2) CURB DROP � _ �' CONCRETE SIDENAL \ DRIVEWAY W/ / WHERE INDICATED ON PLANS ` &' CONCRETE / SIDEWALK, g _ ` I ._ I GON CIZE - GLI 8 DROP ( � / CURB l I , SWALE DAME TRANSITION ' LOW IN SWALE DRAINAGE ' cv D N PLAN VIEW 6 A n c CuRE 1 Li ■ 1 A SUPERIOR REPROGRAPHICS. TB -344 5' DIA. lo TYPE "13" C014G. CURB UTILITY AND DRAINAGE EASEMENT TO BE USED AT E.KID O t 511.113 S ?R75 WHEN TUE STREET END OCCURS AT AN N IERV AL WI-UCLA WOULD MOT REG1UtRE Q ptrQMANET ORAiNA6G STRUCTVR; 1F T\iE: STREET AS S uNOLE. WERE CONS 1DERE.1) : 012 t..114510 EROSI CIS DAM4GIE IhIO RE INA GCCPTABI -E ON ADJACENT PROPER BIKE QPAT 14 2 SIDEWALK tST t N G ASP HALT' - 4" CLASS B 'ASPUALT CEMENT NAViNC. 5 3/4 % TO (o I/4% ASPI -SALT CONTENT, Ot$ 4" CRU SUED ROCK ` TOP COURSE IN ACCORDANCE WI TI -% N.S.D.O.T. SPEC1F%CATlONS. -TYPE 4" CLASS "ASPHALT CEMENT ,` HAVING 55 3 /4% TO 6 '/4% ASPI -IALT CONTEIJT, ON 4" CI USI -IED 'ROCi& TOP COURSE IN ACCORDANCE 1,41T14 W.S.D.QT SPECIFICA,T1O14S. NEIGU130IZl -IOOD COLLECTOR' 4OfT TRAVELWAY O11 'loo FT RIGIaT OF MAY NTS PLAT UNPLATTED BOUNDARY SUMMEIZFIEL.D 5 EAST NTS NOTE: A 1 (ONE) FOOT NIGt1 BERM= 15 TO BE CONSTRUCTED Is. LONC, TGE NORTU PLAT BOUNDARIES C) SUWAME.RFIELD EAST 2'L1 APDITIO 25' LOCAL ACCESS 36 FT TRAVE L W AY 014 SOFT R16U T OF WAY jg 2 % 10' TURFED DRAINAGE SWALE 2 CLASS B'ASPNALT 'CEMENT I-FAVINGG 5 % TO 4, Y4 ASPWALT CONTENT, 01 4-" CRUSHED ROCV_ TOP COURSE IN ACCORDANCE WIT�4 IC W.S. D.O.T. SPECIFATIONS. 25' NTS- e" CLASS :: ASPI -1ALT CEMENT HAVING 5 TO 61/4 ASPHALT CONTENT ON 4" CRU5t�ED ROCk. TOP . COURSE 11.I ACCORDAiCE W i TH SPECIFICATIONS. I6. 5.1 DRAINAGE SWAL1= 6.67' 10' CONCRETE SIDEWALK D RO P CONCRETE CURB it �- TO B E GRADE '' FOR . $ FINIS LI D G RADE DRYWELL 2' U.1 AREAS WITUOUT SIDEWALKS 4' IN AREAS WtTI4 SIDE WAL 5 CONCRETE FOR RESIDENTIAL DRIVEWAY( TURFED DRAINAGE SWALE • All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. • The "Summerfield East 2nd Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental to the County Road Standards and are intended to depict special construction details which are required for compliance with the County's "208" program. . These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets, Surm East 2!d Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between the Sunmerfield East 2nd Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East 2nd Addition Standard Details' shall govern. • A Street signs shall be Spokane County Standard and shall be installed as specified in the Manual of Uniform Traffic Control Devices. Stop signs shall be installed at the intersections of Wellesley and Progress, Progress and Broad Ave., and Progress and Crown Ave. b' UTILITY AN0 DRAINAGE EMT. TRANSITION TOP OF C1112 B' 48' TRANSFORMER PAD LOCATION ON STREETS WITMJOUT SIDEWALKS LOCATION ON STREETS W ITN SIDEWALKS SIDEWALK CONCRETE CURI2) CURB DROP � _ �' CONCRETE SIDENAL \ DRIVEWAY W/ / WHERE INDICATED ON PLANS ` &' CONCRETE / SIDEWALK, g _ ` I ._ I GON CIZE - GLI 8 DROP ( � / CURB l I , SWALE DAME TRANSITION ' LOW IN SWALE DRAINAGE ' cv D N PLAN VIEW 6 A n c SUPERIOR REPROG L+I t ► ' I t_ \ A ' : : 1"uI LJELET� 1=T t 1 ThE: EA T 3OUNt?A l} SU l 1 1 1� .E ONSTRUC.T• B ,M PE,R..BER ALbNC� i4OR"T`H BOUNOA OF AND: PR0PO5 ER M ;`AT WSt END of GRQ:WN 5 F{ALi...t1:3E ‘Lo Rr ST. T �R'!POR (ROCK St: tit f> .. iiTS NOT� t C FOOT - 14 164 BERM IS TO BE CO STRUCI ED ALONG THE NoIZTLL'' :PLAT : BOUN.PARIE5 '; OF PROPOSED PLAT OF SUM MER °F1E1_17 EAST 2N° ADDITION:. .,. t Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535-1410 99202 ■ C /, L 1 v 85.65 w 8 w / Fr) ,- ___-- \ 17 N r 0 , I8 'J Z 589° 56' 40" E 342.67 85.65 w O O N m d m 0 /1, /35 4, m - o m 0 0 '-' 0 p 0 0 6" WIDE z ORNG. 8 Z 85.65- - 85.65 N05°33 in in ___I 50.23 N ® N BROAD I r- - 80.00 - 80.00 1 ( 1 0 o 1 .- ° IO NO 9 NO 8 N Fil 1 ' m0 �� //,2004 /1,200 43 ▪ /1,200 4, m 0 � '" 0 `' 0' 0 S 1/4 COR ` �' o o o 0 o Pipe 35 - 26 I I o 0 o Z Fnd. Wire in 2'' Pi e in / \ Z WIDE �_ 80.00 _ . / .00 Mon. Case & R. P's as per -- 1. Summerfield East 1st Add. --.... 119.95 t 000 , 4 f17: - :______505.00 o WELLESLEY M 0 7 0 O //,135 P m w m 0 0 0 / 7 /c 8 - 80.00 w y c / 1 1 1 � 85.65 DRAINAGE 8 UT /LITY 80.00 80.00 t 6" WIDE DRNG w 85.72 7 0 O °; 11,200 0 4 o 0 N m O z 1/ 1 r 1 rs 1 ' 1 1 V 111 125.00 bS89°34'41 E 125.00 O 0 AVENUE LOT 2, BLOCK 12 4P 0 /o goo 4' 0 N89°34' 41" W 1 125.00 0 0 G OD /0,000 N 89°34' 41 "W O G 0 O V N 0 5 O /1,2OO9J0�O 0 O EASEMENT 80.00 N 89° 56' 40" UI 660 .44 690.25 N 89° 56' 40" W 2638.43 I WIDE STRIP I ' C �L V UNPLATTED O 0 N 6 M o - TWELVEIl. 1 - o t2 tc " - � - BRO - I O N m =' N 89° 34' 41" W CD 195.00 -J Ni f AVENUE 0 _ JV \ / 895. 0 0 05 1 z1 z _I 0 ,k 1 �o CV 0 k� // , 978 Q O N OW ° Wr- r- N89 34' 4i "W o N (D (u 135.00 co 25' 25 ref sr 1 125.00 P 3 m 0, 000 0 °m 0 _ 1 O m N 89 34 41 W 0 6 N o 5 0-' // /3 4, m 0 11,0890o 125.00 m 0 om al 4, - 111 o -4 o 4 ESMT 0 O m /0,554 .D z z I � UTIL � BLOCK TEN - 85.65 - 84.88 - - 105.13 - - 1 �G 1 + in N89°56' 40" W - N 494.08 1 0 N C -r o 25' m m in N --80.00-- 47.78 8 UTIL ESMT -- - 2 w 61 5 co 11,29/ 00 u Q S O , v 0, 'Q 140.00 S89 °34 "E 135.00 •;i o BLOCK 0 0 0 r- /1,978 N /2,582 41 2 BLOCK ELEVEN 70.00 Z - - 155.63- AVENUE 0 ro O M /0,579 NNW C6 l \ /l, I O r 1 v 1 . r I \ _ .\ J SUMMERFIELD EAST SECOND ADDI1ION C5„ irr 11 • h mo t k6ti.'1 s i_i L L. ?1'701 t` (6 1J: ) BEING A SUBDIVISION IN THE SE 1/4 OF SECTION 35, T. 26 N., R.44 E., W. M. SPOKANE COUNTY, WASHINGTON NOVEMBER 1985 0 0 o 10 0 cc 'cr 00 w 30' I 0 to N w O 0 z (D 0 0 Cf !:)ii ) C)n i :iii , say o f.• th {,l uncle 'lk • tRl+ . h l' Y"1($ t o1. P.I. - STA 23 +33.50 (146 - S) Fnd # 4 Rebar (Record Spike ) Set Tack w/ Tag #18091 in Old Blaze in 26" Pine, N 13 °E, 53.73' (Record 24 ", N 7°31'E, 53 65' ) P C. - STA. 22 + 28.9 Fnd 60d Spike 30' / Set RR Spike at / of C of Progress ` and Section Line 043 510 Fnd I /2" Pipe - STA. 0-+-00 Set as 1/16 Cor ( ) PROGRESS RD. (146 - S) Fnd. # 3 Rebar 043'5 of Section Line 1323.23 1I// Ir. r \ i \ _ i '31_1\ A 1 )1 ( / i L,1 1 1 \.1 I . '. S 1 iii_ s. o 1.. acE,r ;? :• . r. -. tier a ' =`s` t h •e s {l s ized 'to ,,lCl fYT01 i "? SCALE: LEGEND N 1 SE COR SEC 35 Fnd Brass Cap in Mon Case and RP s per Summerfield East 1s Addition !VOTE • All Lots are Subject to 5 Wide Drainage Easements along Each Side of All Interior Side and Rear Lot Lines. See Dedication. 1 • n End Monuments (1/2' rebar v /yel sit ,1 11 ,i plastic cD0) r OORE 13091 per final !_; `r c FAsT F (v ! Ann', unless others;ise noted) 1/2' rebar w/yet sow plastic cap "M,)O E 18091" at angle points in O Sot l./2" rebar wt /yellow plastic cap "MOORE 18091" as. centerline monument. after installation of improvements Set 1/2' rebar .>r: /yel`low plastic cap !I MOORE 18091" at all lot corners , . lfi '::: l. LtL.lr1 i1 i 1)) ,Vs !. t of the.. 1'111 :1 pl at o _'.lrv9i.?EJ ' U L 1) :�'�ST. FINAL PLAT OF KNOW ALL MEN LY THt[SE PRESENTS that T[)PPE':, ii:: < �l Wa.c inTton. t o . Or r on; and 3 U C. BUTLER and JUDITH A SUTLER, .'husband •cznr f . =; and ,:a married .{ ::;3ri Y ,. i sl e •i n her :separate- pr'operty ; and OLD NATIONAL i `t a Lion l p is a- • tion, as Trustee• for Faye S. Elliott, grid .ds'.'s:i1 3.' °. TT r' WaShingtf.3. r:a i rporation, have c, used •to be platted into and 5 :.r et_ tilrt to be kri0Wli as SUfMFRFIELi) •EAST SC C() i) f DD N, • s,1ic+ t <,?ld being part of th....fi< ;i t et C S ", `' " r n t I ' r,a i ] 't , C t_ f , -C 11 '• r a • r, r:t ' . ,!'( Quarter Oi,� atcCt�70r1 �3:), T.�� �. ° ..'l , . � t� ril.i„ r)3 , (, }:zSt .. �.,�s r? � ,�.cg.. , t „`r�i, and • .being• more •particular'ly described as fnl )m : Beginning at the southeast corner of G "i 3 ry i oc'' `.J' t) ri .. Addition, - Der plat thereof. recorded Volume 17.0f r':licii or' 5 rlffi co of said Co unt'y9 1. ±iencP nbrt�" :1"?'' a l t;ntl ', z `i `p ;,r ,_ . ... • of Sri'id Addition the following five (51 i_,ot rs 1 .('i.1Zrj • distance. of 1 0 00 'te:'t; `2 J N 5°'',3'0 " •i distance t cf 1'l .00 " p . i1 distance oil 1: . 1k; feet, .4 4 " r . t •r. di • 342.67 feet; (rya. r ` .(J;,r l�`a;r.. . e stance _ 145:1 { f':. y r, .. i .1j o 341 , l,tt* distance f distance of CO < feet, thence. J 3 ts� M 56.7(1 feet t. henr:e S.39D 34''L 11 1 •i1 distace m rgi i of progrn s Road, a); .t ow 6fi.00,ff , t'. thence `. )Q l 0ttrLlr OI :7 C':ii) t'. s r„ I mart' • ,. d of. / feet tp northerly niar`,iln of W 1es1i_y• r.:'•Pde, as t now c r1' e thence N,89 4 r ) r r 7 .... t; he .. p o t n i. of • beginning, they do hereby dedicate to public use fot'_i'Lr" the :. , this plat, including a five foot (5') wide strip . a..d.. •c w.. load, Lot 2, Block , a one foot '1', •t strip ,a t() Spokane •County as general county property.. to } "5 .,.ti. at such time as the road is continued as fl , :idt` . al -d platted. All driveway approaches shall ;r n+Ul" to ttie - :ineer Office. Access per�lit are rec;u i s , . . _ l, individual lots to Wellesley Avenue and ProDress . .FOF A public water system, acceptable to County and _ t - _ district,, and water supplier(purveyor) •tae divider will provide for individual dome tic i-ach lot prior to sale of each 1o,... Use o priyate Water service for this plat shall be rov i a in <: System plan for Spokane Coin .y . as amen.11 . :c. No more than one dwelling _ true Lure s e.1 1 further subdivided for the eureose r _ filing a rt:p1at. Subject to specific t ppl i a: u -„qi '1`nv2 1 the use of individual on -site .syste approved and required - 11= operty t Wn .. SuciP. ., _. ,t: . their lame'a L l a pettlon. for teTilaten RCW 36.94 which the cxtition includes the Ow -iers' +, . by the signing o :, Of a protest petition a:;a i nst •the fora .J1.lr'•sOant to ROW Chapter 36.94 which i i•t: l .:d,.3 .he d i t,; ion shall not prohibit the Owncr;`. c:•I I Successors on the property as a result of ; r,irsvemen callee for of a ULID by either petition or resolution netho u t shall be ctui3:)le plLt•:1I:c•u A i one time free oa $5£�.uD p l •r,,s1, t,, C e Parks and recreation Department and a one tiFe tit fee of .. Valley School District No. 361 shall be owing, i:,_ .!� _ ._...._. . 'i Department addition i i any other fees on r � L BU Ilc.irrg Codes Departrl.�.nr, i n ucltil c.'i.,t' �c C..I ., ..i,.�l' ...._. ... said . _ _ r - S r ? of the initial building r ,em. _ f : rV 1 : . Sa f.. _ i sua ics o t �. initia � p_ each subject to a ni n €. percent (9:1 ,rer a ?'111.,1' inerease easements adjacent to the public rights of way. The ;:To;7. the final plat a'iflrovl b , the E:card of Count:, s s i a I, by .1 ' ti 1 i ty and drainage easements adjacent to all : ! u .'c . t_ Bing ten feet (10') wide : twin adjacent to r L c, , e `s . t :1 ,'eL (6') wide lying adjacent to all othee Put.! i t rue c. .h01'!l) hereon) for the purpose of i t •t . i 1 i operatie ; 31i drainage swales and drainage facilities to dispos : 1-u t, f of Spokane is hereby . granted the right of ingress a 'i:_ -' c - to and drainage easeme with a permanent live cover of awn r•r..' _ . and /or trees, which do not obstruct the flow and percen - ,c ,_.. the drainage swale as indicated by the shade of aCiace. i_itse ie)nts•'for dr "ainage are.reserved over a f . Ve • fcot. 3' ! wig ; dl1' rlit.,rff 1(11• sid!:%'' and r't dr lot 1 ire s. Withi.0 tht2sc t�G. t., r�'� L . i' E. • be 'plated rc._. 4 t� ()f flow 0 I dri :r i na. ria3?r1El s1 i r1 tr1E' •i-'asemeft` , �; g t tai} Ii r tf tiat€ r t)1rough try. i ii'tC10 C'1an1 {ails in he 1''a see,rl ntS, . The H PrOVeilx'nt5 11'1 it Ci "'!gill be• 'utaint iv l'.which. :.r1e t14Vi1Fr of t)3 E? iurOVCi11er)tS for 8 pl"lhi . author'it C" Ui i t,'t rr • IN WITNESS WHEREOF,. the''said owners hav :e 1 wunto • corporate names to be hereunto s,ub`. !, i i. .. t •day.of 19 TUPP;LR, INC. 4NLTH . J . TC,PPF e i'r'e :> s i dent WASF1INC1:ON TR S s I N W 1 i NF. ; WHE) E0l_ , OLD WATIOW , c.3u4 .,.1 its '(ir on i :.- name to be 11 1`1 Ci:r o , ;_f l :IOI ',t: ITOTCf t .slot 1 to .C' " s ide, 31ruture u)antino :tip,. r1 . . ec. :,,„ , d i l ,st „.)"r 0( ,bt.... This map correctly represents a survey made by me or under my direction in con formance with the requirements of the Spokane County Subdivision Ordinance. Examined and app :xamined and approved CO)JNT`s' PL Examined and approved this _. day Examined and approve Lxa1iined and approved STATE OF WASH i r:UON County of Spokane vet this e s t his his COUNTY UT This plat was approved and accepted Washington on this day of •••• 1 do hereby. certify that all taxes which have b:.1 , against the land shc'.;n withie this map hve uee: ?i 19 WITNESS my h 9r ^i� SURVEYOR'S CERTIFICATE day of COUNTY ENGINEER day of COUNTY C On this .. Ili: ...S n u t _ i a r1 . C L I T dul IES DEPART?' NT D i :r1e County Engineer NING :;EPA',` TrjLNT )f el ectorr, Spokane C Y ` T ti T R T COUNTY . DISTRICT CT day f LNTY•• ASSES';,?r. • day of • Patrick J. Moore, RLS Certificate Number 1E091 ,v ?.i0 ;lit' :aunt' r s '_ .. se r to lire known to be ,Senior Vice PresienI OLD-NATIONAL BANK OF 1 ';•,S i1 ., the co'( �. h�; has executed the within a ndi ) or goi ?l`. ii' to he_ the free and v.1 l,intar v' . .`. c F(nzi d.ec. .. o _ . a thet. ; Illentione6.., and (n oath sated T.ii „" "F 1.' instrument. and that the ;fixed or, Spokane County _ S it RECEIVED NOV County Engineers g RECEIvE NOV 1 r 7985 toe hike • � L ;) f '! Si ii 11) ( T 1)l'd ) O t b i. s. )l:ll'ti y li ± " ?r)i,c n'e J II ; % ` ) ) i , a d I i 1 .tCr r . . . > id('ri. o'e :r,lpt',- 1 rit;. _ ,- ;.r • ! ar' i ci Ckn(i F '''tk t11' gal ;` ?l : t t i , - i ci :'i, lr s' "?., ,,i.i ,.li) + s; I t1 i,c1' ;i : W.. i"b i , , , Vi i ,, , ! > � � r) �^: � 4JOr �t r'�, ��''s!� i� fi *.�t J nl �t�K � >�1"w ,�ibrc ..o;Wr) (:y tl'i". Spokane sindE r n y hart ! Exl�fl oi'fi I F , ..,. r - lV1) , i 4 Si I I I i 0 i`i ) un? y of ` Pokane vc :) under d ofFici s iarlIi 'n i)ifi <,ial sxal t) slti r :111 1 :i iCi r ;11'.ed re• t �s r' iir It r3tiCa71C?d. on., res r r 1 �11,: . '19 n saO 'tli Idea lli' : - l rik)' tom ill cis+ 0 - L• +. ?l 1.,- he , ' 1'� i$; 5iiw' �i'.1i "1- i,'' ti -._ 1• `s'!'f �' 1 r'_` 49L f' S ' al . el t� wra6F aria i SA f1Fin,. w w 0 O 0 W W Y Y U U W =1 U V 0 W • Q > - 0 3 LL > r O O J U) 6 < 0 } > N LAA 0 0 Z 0 Z 2030 LEFT CuRFS 2030 EXIST- Abadan- 888 -448 5 -83 COUNT DATW4 TB M• R.R. SPIKE. 114 P.P. / W CORNER EVBRGREI✓N iJ E LLESLE.Y LE V = 20 28 z 5 .................. ...... ......................... .... ......................... v .... EX( ST.Itq G 12 WE LLESLEY • .rt %. MAWANNEMENNIN !1 �. 80.00 80.00 155.103 ` ECR 31.08 MCR . . 5G BUZ 30.04 12 *840 S ao 4 3 N 0 : )" 4 4 1— 4 13 INLET STA. t3 + q7 N 89' 56' 40" CONST. CURB N 0 3 0 +.00884. 0 - r P n.t 14 0 . ............. - t.00220 4 Co A N :.:.:: TOP: GRATEE, I✓LEV: =: 2027 ; 40 ....... 100 VC .. ............................... STA 01'5 41/ ......... N. IMO ti a 15 0 4 SUMMERFIELD EAST SECOND ADDITION 0 4 to CONST. CURB INLET STA, tlo +lol ....... ............................. 6 CONST. TYPE "B" DRY WELL W/ METAL FRAME E GRATE TYPE 3 80.0 3 w N 8 ........ .............................. ... ............................... ..... '3 .m...... 0 0 3 3 N N .. ................ SEC. z , 125 ....... .............................. TOP G:`tA,TE ELEN .`:_ :20 Z7:4ln bra 140 (04 0 T. 17 O ...................................... ...................................................................................... .................. i.00.Co�o0 ...... .. ... . ... . ... . ... . ... . ... . ... . 0 S 0 0 ....... .............................. lB .N. . . . . . . . N 0 .. ... ....... ............................... cis 0 M :: Q 0 CC 0 c9 0 0 o 35' ....... ............................. int N 0" N 1 +7..25 RETURN A =89, 38'01" R= 20.00 L= 31 .29 T= 19.S7 C= 28.19 ........ ............................... 20 ....... ............................... ........ ............................... 6x6-10/10 MESH I IN BASE ....... ............................... ..... .............................. PLAN 2i- 33:%;" END ELEVATION CURB INLET DETAIL NTS . . ............................... 0 u et #4 BARS 3 8" o)c.E,W, IN TOPS 11" SIDE ELEVATION NOTE% SIDEWALK AND CURB CONST. 5' EITI.IER SIDE OS: CURB INLET SHALL. BE COM PLETED AFTER INSTALLATION OF CURB INLET IS COMPLETE. ..... ............ ................... ....... ............................ CC uAw N 0 tit t cn CC a . s_ c g) ,c\I o CZ 0 0 tn 4 PROJECT NO. SHEET NO. 0 m O 0 w W se se u u u r Z < u z > 0 0 u 0- . ...a 1- < ce 0 z La 0 L.L.1 ce 0 0 z 204 LEFT cum& 203 204 20 Abadan- 888-448 5-83 ......... ......... . .. . .. . .. ......... ......... ........ ....................................... ......... ......... ....................................... ......... ......... ......... ......... ......... ......... ......... ...................................... ADJUST WM Lb or.1 WATER. 'VAULT COUNTY DATUM. TBM.4t.R. SPIKE IN P.P. r LV. CORNER. SVERGR.E.E N WELLESLEY E = 2023.75 ......... ......... ......... ......... ......... ......... ....................... ........ .................... 0 0 (Po 4.0 o 30' j 4Z 2 1111111111M z 04-00 woo 111 in 0 LflUJ t- o J . 4 111 1-k 22 GUY POLE-J-re J POLE +1 RASEVII. C IBM RR. @ S.t. PROGRESS S 4 WELLESLE`( ELEV. 2031.04 ......... ......... ......... ......... ......... ......... ............. ......... STOP St G • .................. ......... 4-.0t5.78 0 A CURB 4 1- RETUIN A=8°I°38`01" R = 20.00 L .31.21 T:: 19.97 C. s, 2.8 EGR 30.04 30.5 ......... ......... ......... ........ ......... 3.0S 15G .79 3 N 4 ST 0* io 2. 0 R.A IMAGE SWALE 70.00 COT CURB it.ILT 3r.2415 NOTE: EXISTING UTILITIES TO BE RELOCATED PRIOR TO CONSTRUCTION 0 o ........ ......... ....... ......... ......... ......... ......... ......... ......... 0 4 tO ...... ....... ......... ......... ......... ......... ......... ......... 0 cd 0t( it( ° 2 ......... ........ ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ CLKI3 RETURN .A =90°00'00" R=. 20.00 L = 3 1 . 42 T 20.00 c= 28.28 3 1 INSTALL SIGN SEE NOTE -51-IEET 8 of 8 EC.R 33.43 MC 33.57 13C..12. 3.47 70.00 EXISTING P.SP1AALT 34% 440L3Es CURE) RETURN As 90°0000" Rs 20.00 31.42 20.00 C. 28.28 10 Ec.e. 33. MC.R. 33. 33.'10 70.00 1414EELC-14 A.1 R RAMP SUMMERFIELD EAST SECOND ADD IT ION 9 80.00 TA 8 80.00 -PROGRESS ......... ......... ..... . ... ..... ... ......... ......... ... • • • .. ....... .. ......... ......... IA ej 0• 0 ct 4 ' 0 ' (;1 CAN ......... ......... ......... ......... -i- 00560 ......... ......... ....... ........ to 0 ......... ......... tfl 0 4 ......... ......... ......... ......... to 0 Oa: 0 st • • • ...... ......... ......... ......... ......... ID 0 m 0 + 4 41' ......... ......... ......... ........ ......... ......... ......... ............. ........ ......... ......... ... ..... ......... ......... ......... ......... ......... ......... ......... 04j 9 i ° 5 ......... ......... ......... .... . . . . . ......... ......... ...... • • . ....................... ......... 0 .4 0 N.9 4 010 in 0d o t w - tv ......... .. . .... ........... ......... co 0 .... ....... ... .... .......... ......... 1\100° 25 E ‘ DEVELOPER'S k PR L DATE. TELE RISSAk. COT. CURS IMLET STA.7+5/0 ......... ......... ... • ..... +.003G6 ......... ......... ......... ......... ................. ........ DRAT NAGE SWALE. 049 7 80.00 ... 7 S wALte_. ......... ......... ........ ......... ........ ......... ........ ......... ........... ......... 03 LAO tt 0 ....... ......... ........ ........ ...... ........ ........ ....... .......... ......... 80.00 ROAD 6 o trI o .+ 0 to w ...... ..... ....... ......... '.1C)41.61.1■■•■•+++++.... 8 ......... ......... ........ ....... ......... ........ 5 80.00 ......... ......... ......... ......... ..... ......... ......... ......... ............. ......... c6 0 0 ri) IA i n 0 c0 9 ........... . ... to 0 ....... ......... ....... ......... ......... ......... ......... ............ ......... 4 80.00 ...... . .. ..... .... ......... ........ ......... CONST. TN PE "B' DRY W ELL. 14/ TAL. FRAME. 4 GRATE 'V PE 3 0 PROJECT TITLE: S'UMMERF1 ELD ................. ................. ............... ....... . ........ 50,VC:. 50 ... ........ 00 3 80.00 STREET: South 25 Altamont Spokane,Washington PROGRESS ROAD 509 535-1410 99202 WELLESLtY AVENUE TO STA 15+67.88 .... ... ..... . . ......... ......... n 00 CON ST CUR-13 I N I-E.1" STA . 10 4-57 ......... ........ ........ ......... 007a0 41.1- .tn • • • • • ,.•o 'so • • .. - • • CA c) 4. ° 4‘ • • 0 • ill 0 VC ........ ......... to 11 ---•■■•• SEC,35, T. 2.6N., R.4-4 E.W.M E.A5T ND/ ADD. Inland Pacific Engineering Company ......... ......... ......... (11 \it fr) 80.00 00.S.2.0 TOP GRANE. 0 35.5ct SIA to-k ......... ......... UtIl N . . , . . . . . . CURB RETURN as 83°19' 54" R 20.00 L= 29.09 1 17.80 C 26.59 310.95 BC.It. 37 .10 61.5cI - ......... .................. ......... .................. ......... ......... ......... ......... ......... ......... EGR. 3 4, .80 0 2. <4' 0 0 0» z I2 N ......... ......... ......... ......... ........ ....... ......... .................. ......... ..................... Lil 2 0 60 Si WALK_ EXI N STIC, R\3 4414E.ELCWA.le lizAmp ia4-64 .38 : ........ .... .... ......... •00230 ......... ......... ......... ........ ................................... ......... ...................................... REVISION YA1577A(6 1/77i.JTies 72% R 0 0 4. t•D 1- o ......... ...... ... ......... ......... ....................................... N cn 13 POOR 7D (2)1457R ,C779A/ ......... ......... ......... ......... cr ........ ......... EC.R. 3(0.7 MGR. 37. 0 Z. BC.R. 3 7. 2c1 8.79 - ........ ......... ....... • • .... • • • . • ......... ......... ........ ....... ...................................... co 0 0 .4 CU Re) RETURN 98°1(044" R= 20.00 L= 34. 3 1 Tr-' 23. 12 C= 30.25 ......... ......... ........ 0 ......... ......... ....................................... TWA- R.R. SPIKE' IN FENCE POST STA 13+29 30' R.T. ELEV = 203S SS SCALE HORZ : 1"° VERT: 1"=10 DRAWN i CHECKED 66 DATE 1-18-85 .................. . ......... 0 scs 0 0 LU z z >- m )- L1.1 cc 0 0 0. 0 203 0 LEFT CURB 202 203 202 203 RIGHT CURB 2.02, ........ ........ Abadan inc. 888-448 5-83 ......... ......... i r 'Nt....11 II I C 1 ‘ IT A 1.1 I/ - ' 1.0 1 ........ ......... •••••••••••• COUNTY DATA TB SPIKE- IN P.P. SW CORNER EVERGREEN C wELLes Ley ELE'VL aoza. ........ ....... ......... ....... ......... ...... 1 -.01080 ....... ....... ........ AS- BUILT G - 0 CONST. CURB DROP STA 3t2 13+22.55 0 - CONST CURB OROP 51) _ ........ ........ 4. (1 . • °? 0 4 18 EDGE E.X1ST. ASPWALT B5.65 80.00 - .0 1000 - 4 01196 k ............ ................................ ............................................... ........ ................ 14 1 .4'7 - 00 -.00180 13 14. cONST CURBS +08 SO' 10" 0D E 14 tS 0 '21,41-2„. NwUE Ito C.0 NST CURB DROP STA.. 14+00 D DROP STA. 14 11,4 N 4T :CV:. R N130 ,A 59. 5 6 • / O' : CONS T PE "43" DRYNELL /METAL FRAME G ATE TYPE 3 4. ui CONST. CURB prop STA. 14 +71 85.40E 40 co 17 P 'GRATE ELEV.= 20.24 Ell SUMMER FIELD EAST SECOND ADDITION 16 CONS TYPE "IS" DRY W W/ META L FRAME 6RAIE TYPE ..J 65 comst DRYW EL W/METAL FRAME 4 R ATV. TYPE 3 8 SUMMERFIELD EAST SECOND ADDITION (ft in (r TOP GRATE ) = 2024 .11 1 00 5T ist oJ 0 15 10' DR.AINAGE SWALE 84. 88 80.00 7 +.01186 1 00 ' VC y3 w 100 VC, 0 TOP "GRATE.. STA.: 14480 .nl 0 t 01186 L-CONST. CUR.% 0R0? sTA .164-65 \ COT. CURB DROP STA. 16+40 80.00 10' DRAINAGE SWALE. 6 ......... ......... ......... °- CURB RETURN 89°38'01" c\J R= 20.00 L 31.29 T= 19.97 ri C.. 28.19 0 14- z ECE 29.74 (OCR 29.3‘ SCR 8.c19 105.13 ......... ......... ......... ......... 4-7.73 - cuiza REY uRN L-68 30'34" • R. 20.00 L= 23. T. C. 22.5 13+16123 S 1 to 17 18 • W ......... ......... ......... 50' .00800 uj 1- RB RETURN L.= 68°30'33" R> 20.00 L= 23. 91 T i3.2 C.= 22.5s ........ ....... ........ 3 C0 WT. TXPE "B" DR.y 'WELL 14/ ME TAL FRAME 4 U$\ GRATE TYPE 3 ......... ..... ..................... ..... • . . . . . . . . ...................... ................... ............................ - ............................ ................................... ............. ..................... ................... ...... • ......................................... . .................................................................................. ......... ......... . ......... .......................... ........ , .. ............................. ......... ........................... ......... ......... ....... . .......... .................. ......... ..................................... ........................... ........... • • • • • ....................................................... .................................... ......... ......... ......... ......... .................. ......... ......... ........... ......... .................................................. • • • • • ............................ ......... ....... .................. ...................................... ......... .................. ..................................... .................. ......... .................. ............ • • • • .................................................. ...................................... ........................... ........................... ......... ............................................. ............................. .................. .................. .................. ......... ....... ........ ........ ......... ......... 5E.C. T 2.G N. R.44 E.W.M. ......... ......... ........ 4 11E ......... ......... ........ - 00800 ...... ......... ......... ....... ..... ...... 00 VC CUL DE- 1\c„ ......... ......... ......... .... ..... 2 w 1 2 ........ ..... ........ ..... ....... ..... ..... ....... ....... TOP GRATE ELEN= 20 a7.51 STA 1+ IZ ....... .... ...... ......... ......... ......... ......... ......... ........ ....... ........ ........ ........ ......... ........ ......... ........ ........ ......... ....... ....... ......... ......... ......... ......... ......... ......... ....... ....... ........ w 0 ID 4 ......... ......... ......... ......... ......... ......... ......... ..... ...... ..... 1 • co i l • ) 11 C/ > tU I-- "t14. a ......... ......... . • • ..... • ......... ........ • ......... ......... ......... th \1.1 S. o Z w <w CC I < 000 0 1.11 jZi > 3 .tx 1-- C) is , 0 t cc ei) t- (1) PROJECT t40 84094 SHEET NO. 3 Or ..................... 204 F it T e 2030 204 203 204 RIG u T cuRO 203 14bQdo n gin, 888 -448 5 -83 ......... ......... ......... ......... SwALE DAM CO T. TYPE "B" f RAmt GRATE ETAL TYPE COUNTY. DATUM IBM- R.R. SPLKE IN 1?P ,4 CORNER EVERGREEN 4 WELLECLE`( ELEV.= 202.3.75 70.00 3C.R 30,80 MCR 31 .2 W EC R EC2 28.99 ( INSTALL SIGN SEE MC R ) NO 1"E SIPET 80-F 8 29 -SSG $GR 24.74 64.84. 80.00 80.00 70.00 SCR. 3 •40 MGR 31.5b EC-R. 31.7 L LLE 10' DRAINAGE SWALE 80.00 co S ST C-URS ROAD 11 1E IN " 22°1 33 \\ 0R.OP ST/2 +00 DROP STA.. 74011 K (D((,�JJ OUT: 2'7.92 it 80.00 33.25 MGR 33.47 BGR 33. to 1 65.18 CONS1. CURE DROP STA.9t44 .0 LCR. 33. et, MGR 33.92 B GR 34.22 7. L= 60./05 35.58 MG IZ 35. =7 ECR. CoNST. CURB DROP STA- 2 +42 43.86 10' DRAINAGE SWALE tV 0 TOP *G RAT E E.LEv =: 2028.99 ......: STS. ::2:3.2 CURB RETURN Li= 89 °38'01" R. 20.00 L= 31.29 T. 19.87 C. 28.19 14 31.71 .0 GU1ZB RETURN A= 90 °00'00" R= 20.00 L= 31.42 T= 20.00 C= 28.28 u l t 00800 +00800 4 %00900 4 0 0 10 CURB A= 90 R 20.00 L= 31.42 T. 20.00 G= 28.28 TOP .. GAT' ELEV= .2030..105 STA ▪ 4+41 NO 0 F- 4 10.0 VC N ......... ......... 100 VC 0 100 ap. .. .. CO : . 0 ...... o .... m 4.44 0 c3 0 oo 0 a0 r(1 0 if► 0 to + co O ,9 1�1 ON O 001 i` Y.G SUMMERFIELD EAST SECOND ADDITION SUMMERFISLD EAST SECOND A D D IT I O N -1 - .00800 - 0.0.8.00 00 N 100' VC 10 0 0 100' VC 100' VC. (0 zn N v. m 0 Top .. GRA -- I" 1~L V= :2031:33 STA: :7+85 co 80..00 TOP GRATE ELE.V.S .2.031.33 STA = 8 +0Q Gu RB RETURN A =90 °21'59u R= 20.00 L= 31.54 T= 20.13 C= 28.37 80.00 5 ECR + 00800 100800 1:00:8 10 w t o 0 Z O z E 0 O z CU KRB RETURN =89° 3801" R= 2a00 L= 31.29 T= 19.87 C. 28.19 CURVE DATA d= 24°19' 39" R= 463.94 L. 196.99 T. 100.00 C. 195.51 EC R 35.(05 MGR. 35.94, 10' DRAINAC,E 35 aW ALE. L_= 100 12. 3b.1 Gra R.B RETURN 0= 89 °37'05" R= 20.00 L= 28.1 T= 16.°14 C= 25.86 0 CURB RETURN Am 89 °3730 R= 20. 00 L= 3 1.28 T= 19.87 C 28.19 SEC. 35, T. 26 N. R.43 E14 M. 0 0 15 V- T; L(1 0 N v 0- 1 1) -_ z l . x' 0 cn J N } ▪ CC O 0 w (A 2 > W UJ 0 CC 0 . 2 111 it a) (1) C (71 • O a V p 0 0 . + +-+ T , tC Q at,; "N CO C C CO w 4 2 g Q 0 w z 0 Q . • 3 0 w J 0 W PROJECT NO. 84094 SHEET NO: 40F a0 W a r ezt 0 O 11.1 LLI Y Y w w O • 0 o wa U.' ° Z >00 ce a < cc 0 0 - W O Z Ids 0 0 a O Z ................................ ............................... ......... ........ LEt= t' CURB 20 203 R GNT CURB ........... ......... I\117 ' ''_11-'1 I/.' _ \. 1r D1 �'` I.J 1.J I t l �•• 1 1 COUNTY DATUM TE M- R.R. SP1 KE IN P.P. SW CORNER EVE1ZARE.EP1 e h1 Et -i- es '-_Ey ELEV; 2103.75 + -0100 4.00700 2 AS- :BUILT' G ?p.D cV rf 0 to 0 m r 0 0 m O N 1' O 0 CQ IL 14 10' DRAINAGE SWALE 85.00 ....................................... ............................... ......... ............................... . ........ ........ ......... ......... ........ ......... ......... +,011403 O 93.75 +0.14 '.012 O3 RETURN A=" 90° 00'00" R= 20.00 L= 31.42 w T= 20.00 N `G Ca z8.28 Z co Nu1 oer 1- 33.19 ZZ MGR 33.03 SC_ 32.$7 13 EG R 75.00 -1-. 4133 0 t F- ...:. 1 001 wG 0 93.75 10' DRAINAGE SHALE 00 d' N 0 M R1 0 N 10• • 4 wi .. + ol 0 + c(1 ' N q (ti No ' - N m to 0 N n' N 0; O a 10 - VC S c\I L 0 RETURN aL90°00'00' R= 20.00 L= 31.42. T= 20.00 Z C= 28.28 t11 m 0 H l N 36' 93.75 SUMMERFIELD EAST SECOND ADDITION EGRR 33.19 MGR 4 RETURN 0= 8c1° 38' °I" R= 20.00 L= 31.29 T. 19.81 C.= 28. t9 EC Fa 34.22 10' DRAINAGE MCR. SWALE. 33. 8CQ 33.!01 103.38 Co NS TYPE "8" DRYW L W/ METAL RtaME 4. GRATE T(PE 3 80.00 80.00 4 ` OLYMPIC AVENUE DROP GSM. 3185 13 14 32.92, BGR 32.05 ' `+ 89° 56' 40" W_, STA. CURS CON i. TYPE "13" DRYW L W /METAL FRAME GRATE TYPE SLIM MERFVELD EAST. SECOND ADDITION 94.100 N O 104-.87 SCR 33.25 MLR 33.47 ECRZ 33.101 RETURN be_ 90° 21' 59" R 20.00 L= 31.54 T= 20.13 C= 28.37 .+.014405 0 "TOP GRIM Ertel= eas I .oe., STA.; 13. 85 - .0©800 to } to ff 0 0 0 a N -� O' CO 0 Q cn + . d. 0 'd N r40"VC 0 N m -..... 100 . - i 0 TOP E.L.E.V.= 2031.Q4 STA =. 13 :t80 is +78.10 .......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... co M m 0 cn 0 tV 36' -- ---- -- ----rte U 0 alt r N 10 11 12 13 14 15 16 0 Q 0 co SEC. 35 ,T.26 N., R.44 E.W.M. 1 To ............................. W 11 J N F < cc'cc tu u) S > ...... ......... 0 yl O as C c�< o 0D ' • co • 4 C U y=. ciO O Q � LO Lo "0 C\I �o PROJECT NO. 84094 SHEET NO. 5 OF . 888 -448 5 -83 w < y 5 A. • Ca O 0 Z o � 3 0 0 Q � 0 z W r ce 0 0 0 z co 2030 20 2 LEFT CUM R1GMI CURB 1bo4 888 -448 5 -83 COU11TY DATUM TBM- RR SPIKE IN P.P. 514 CORNER EV ERGREE N * W ELLES LEY ELEV= 2023.75 I0 10+55 b co in NI 0 0 W 1h t 0 25' 5UMMERFI E LD EAST SECOND ADDITION n c RO 9 c, G4281■100 °03`20 "E STA. U+OO 0 t.00800 0 0 CUK13 RE TUR1J 0 = 90 °00 0 R= 20.00 a L= 31.42 T 20.00 51 C= 28.28 4 EC 12 / 3e.87 / MGR 33.03 BG 33.19 177 7.5 5 4,7.55 � 2�� 33.11 MC2 329 EGR 32.105 RE A.90°00'00'1 4 R. 20.00 1 -= 31.42 T= : 20.00 C= 2828 Er 0 11 0 s co 0 4 r 0 - +.00800 in N ' CURVE DATA A. 43°14'20" g= 150.00 L. 113.20 T. 59.45 C. (10.53 (00 SUIAME.12F'R ELD EAST SECOND ADDITION 0 m 0 m 10Q' VG 100'. V C I2 R p‘ �� sW 5 Pi to N 1i N N M O 'Jc CURB RETURN a. 52 °21'03" R. 20.0e) L,= )8. 32- T= 9. C= '7.409 <:§(e N 0 to N OD 4 ti o' 1 .". 0 m ... 2� X5 1 - .00872 7 /L= 5!0.22\ ;s• 1 a c P xX O�Q RETURN d= 5fo °O!5' 11" R= 20.00 L= 19 .5S T= lo .fo5 C = IS . 80 00800 - .00872 11) N tD N Io L.35.51 c. CURVE DATA A= 09° 53' 4g" 12= 839.98 L- 1 45.09 T= 72.73 C= 144.91 4 N d- • O u B N TYPE / ME GRA'i O N fJ 2 YW ELI. � L F RAME TYPE 3 N SEC. 35,T 2.6 N., R.44E.11.1.M. 4 li 1 N 0 0 4. O - .0'10 "8:8 TOP : GRATE ELE.V = .30 STA 1 k 14 10 v 1n. N 0.40 . • N �. l � 00 ..° .. 9 m • N N..0.. +0.s .0 (1/41 ..... 80 55 I Or - VC i +.00800 Image 4. C:U:L- DE -SAC, N (4 0 0 V If . . . . . . . m ti 4 11 to 1 a tA cA {I 1 a O 4 0 ........................................... I1 J N f. a C • o 0 0 W • (o 1 > tU W W z uJ N cc K w� } PROJECT NO. 84094 SHEET NO. b0 4 w 0 m 0 z 0 texema 0 ce 0 0 m w O F Z Z CO ............................. 2030 _AFT Cugi , .............................. 2030 EX1ST- odo,n nt 888 -448 5 -83 ....... ............................... ....... ............................ ....... ............................... COUNTY DATUM TBM- R.R. SPIKE 11S P.P. CORNER EVERGREEN i.! E LLES LEY LEV= 2023 75 ........ ............................... EX1ST11qG': 1ZtC) . 124-86 13 13 I0 80.00 N -.0049 G DRYWELLLYW/ ,.g.. METAL FRAME 4 GRATE TYPE 3 M I�JE ,LLESLEY VENUE EXISTING ASPEtALT CONST. SPECIAL CU2B N QC10 56' 40" 14 SIDEWM.4: INLET STA. 13+ c 17 80.09 14- +.00880 .... too' VG q N tA 0 N 80.00 - t.QQ220 .................. N d N O «, N o t D OD 9 a N ,d' O ...... in O ... N — N TOP: GRAT E-LEV. =: 20 Z? ; 4 0 5TA4 11 +17 T a 15 0 SUMMERFIELD EAST SECOND ADDITION 7 10' DRAINAGE SWALE. 80.00 sit��INA:L CONST SPECIAL. GU213 t 5IDEkIALK INLET STA. 110 +41 is - 00.180 ................... N N IG 9 6 CONST. TYPE "8" DRYWEI..L W/ METAL FRAME !; GRATE TYPE 3 80.0 4 9 cIS O ...... .............. 0 0 N N 5 70.00 SEC,. 55, t.26N. R.44 E, W. N'1 WHsELC14AIQ. RAMP,' SEC. a , T25N.,R.44E.W.M. TOP GRATE EL'EV. 2.027 4 1(.4:;440.0 17 � N N 4.00lo(OO N a' 0 0 0- N 0 � N N O m l8 0 N 0 4 155.(03 EC IZ 3 31.08 \. MCR 50.56 SCR. 3o.04 ti c O c) a 0 , '` C.n Lti a 0 0 0 z 35' 28' 0 RETURN A:89. R 20.00 L= 31.29 T= 19.87 C.= 28.19 19 +7!7.25 20 ....... ....... .................. ...... • • � , -A • —�. _ SPECIAL CURB SI DEL•JAL 1 N LET DETAIL NTS NOTE'• SIDEWALK AND CURB CONST. 5' EITPER SIDE O6 CURB INLET SI -4ALL BE COMPLETED AFTER INSTALLATION OF CURB \NLET IS COMPLETE. .. .. ........ ............................... ....... ............................... w w CC w w • - -i N Q CC U 0 U) . I O H CC w c0 00 KN1 • c--- c o as c) c C cci N UJ U . - - O - L0 L) N(,) O O = _ U) v ) O N w Z In W : e ig to W 9 l — ad ui .t 3 1•— r PROJECT, NO. 85107 SHEET NO. tOF7 w F- Q I I 1 - 3P oM ! r ,, , : SH t---- 1 jl i i w 0 m 0 z 0 texema 0 ce 0 0 m w O F Z Z CO ............................. 2030 _AFT Cugi , .............................. 2030 EX1ST- odo,n nt 888 -448 5 -83 ....... ............................... ....... ............................ ....... ............................... COUNTY DATUM TBM- R.R. SPIKE 11S P.P. CORNER EVERGREEN i.! E LLES LEY LEV= 2023 75 ........ ............................... EX1ST11qG': 1ZtC) . 124-86 13 13 I0 80.00 N -.0049 G DRYWELLLYW/ ,.g.. METAL FRAME 4 GRATE TYPE 3 M I�JE ,LLESLEY VENUE EXISTING ASPEtALT CONST. SPECIAL CU2B N QC10 56' 40" 14 SIDEWM.4: INLET STA. 13+ c 17 80.09 14- +.00880 .... too' VG q N tA 0 N 80.00 - t.QQ220 .................. N d N O «, N o t D OD 9 a N ,d' O ...... in O ... N — N TOP: GRAT E-LEV. =: 20 Z? ; 4 0 5TA4 11 +17 T a 15 0 SUMMERFIELD EAST SECOND ADDITION 7 10' DRAINAGE SWALE. 80.00 sit��INA:L CONST SPECIAL. GU213 t 5IDEkIALK INLET STA. 110 +41 is - 00.180 ................... N N IG 9 6 CONST. TYPE "8" DRYWEI..L W/ METAL FRAME !; GRATE TYPE 3 80.0 4 9 cIS O ...... .............. 0 0 N N 5 70.00 SEC,. 55, t.26N. R.44 E, W. N'1 WHsELC14AIQ. RAMP,' SEC. a , T25N.,R.44E.W.M. TOP GRATE EL'EV. 2.027 4 1(.4:;440.0 17 � N N 4.00lo(OO N a' 0 0 0- N 0 � N N O m l8 0 N 0 4 155.(03 EC IZ 3 31.08 \. MCR 50.56 SCR. 3o.04 ti c O c) a 0 , '` C.n Lti a 0 0 0 z 35' 28' 0 RETURN A:89. R 20.00 L= 31.29 T= 19.87 C.= 28.19 19 +7!7.25 20 ....... ....... .................. ...... • • � , -A • —�. _ SPECIAL CURB SI DEL•JAL 1 N LET DETAIL NTS NOTE'• SIDEWALK AND CURB CONST. 5' EITPER SIDE O6 CURB INLET SI -4ALL BE COMPLETED AFTER INSTALLATION OF CURB \NLET IS COMPLETE. .. .. ........ ............................... ....... ............................... w w CC w w • - -i N Q CC U 0 U) . I O H CC w c0 00 KN1 • c--- c o as c) c C cci N UJ U . - - O - L0 L) N(,) O O = _ U) v ) O N w Z In W : e ig to W 9 l — ad ui .t 3 1•— r PROJECT, NO. 85107 SHEET NO. tOF7 w F- Q } D EAN Ce 0 0 a 0 0 U.7 U Y w w U U 1< o � � o z o - a cci 0 z. 0 z 204 LEFT CURS?. , 20 204 203 AbodGfl 888 -448 5 -83 J to W J L1J 3 ADJUST NN Lib ON WATER VAULT COUNTY DATUM TBM -R.R. SPIKE IN P.P. r W CORNER EVERGREE N WELLESL.EY LEV. = 2023.75 0 0 0 0 30' ea' 3 0 Ln 0 0 . CO z GUY pot . POLE ( �TELEPI -1ONC RISErZ ' 0 +00 0 N CURB A RETURN A =8°1 °38'01 -R= 20.00 L= 31.29 T. ►9.87 C = 28.19 'STOP SIGN Mj N I TBM - R.R. @ S.I. PROGRESS Q W ELLESLEY :LEV =_2031.04' +.015.78 . n CONST. SPECIAL CURB ec2 STA K INLET 15G.79 - 0 0 0 0 ........ +0 0 cb 0IN....... ± O 5LIMMERFlELD EAST SECOND ADDITION 2 DRAINAGE SktALE - \ 70.00 -- I cL4R6 RETURN 11 = 90 °00'00" R= 20.00 L 31 .42 - r& 20.00 c= 28 .2..7 INSTALL SIGN SEE NOTE SHEET 7 OF 7 ECR. 33.43 MCR. 33.57 BG2 ExISTING ASPIAALT - , 3 NOTE: EXISTING UTI LIT(E. TO PRIOR TO CONSTRUCTION BE CoNST SPE.L►.Ai,• CU 2I3 4 St0EIAIMS- 1 N LET STN. 2f t5 RELOCATED cr 0 ni N �0 3 0 m oD a fir 0 z 0 ; .(c Q � 0 0-- c 0o 00 2 flzu d 00 560 ECIZ 33. 3 MGR 33. Coto 33.` - 70.0 0 lilt- tEELCLUAtR RAMP \ 4.01.38 4- 0 4 C.1RPS RETURN A: 90 °00'00" R• 20.Oo L=31.42 T• 20.00 C. 28.28 0 . d O N 14 ,I IP CONST., SPECt1 L CURB' SIDENPLK INLET STA. 4 +840 80.00 - co co 0 TRANSITION 0 U 2 w N In 0 i t 0 N 9 0 0 0 W ID PROGRESS 0 d' m 80.00 o 0 N OLc) . t 0 �o +.003G5 a N . ... . . ............................... DRAINAGE SWALE a SIDEWALK_ fi TELE P µa>-kE R ISE NOO° 25' 19' E r .. 80.00 .............. ...................... CONST. SPECIAL CURB SIDEmALK INLET STA. 7 +SCo - 80.00 ROAD DEVELOPERS PQ PR AL DATE a 0 ....... ............................... CO 0 80.00 ...... ............................... ... ............................... ........ ............................... ....................... ........ ............................... . ............................... - 80.00 CONST. TYPE "B " DRY W ELi_ W/ GRATE "TYPE 3 80.00. CONST. SPECIAL. RB S►DEWAL I CU STL.I0 +57 li 0 tP .................. ('n N I! s v N a- N m 0 0 0 0 0 4. 0 ...... ............................... 10 PROJECT TITLE: SUMMERFIELD EAST 2 STREET: PROGRESS ROAD WELLESLEY AVENUE TO . 1 - 4t. 5 t- t7 0116 .:... -? +.00 oQ �N N 0 0 0 o 'er cU . - N _ cU 5©'VC S EC. 35 T. a 6 N. R.44 E. W. M. TOF :GRAZE 35,59 STA +OA (N.1 0 lit • ....... CURB RETURN a= 83° 19' S4" R= 20.00 L 29.09 w LI- T= )7.80 wo C• 26.5et V''u1 ‘z fn r 0 N LsiLu EGR z2, .......... 0 12 N. -4 -J 1-1^ I 4- N 2 0 ¢o , Il 8.79 -- WALK , ' 6 -- EX15TIN R.W W1- IEE.LC1.WAtg RAMP 12 -04.38 +.X230 REVISION ,PE V /_ _ ) 7 : EX25711.' - 7, 0 0 In .9 N 13 EGR. ...... ............................... 37. 2-"° 4l Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535-1410 99202 ....... ............................... TBM - R.R. SPIKE IN FENCE POST STA I3. -29 30' RT. ELEV = 2038 S$ 0 Q J U- cu Re: RETURN L1= 98°1(0 R= 20.00 L= 34.3 l T= 23.12 C= 30.25 Cr 0 .' - ........ .............................. DATE SCALE HORZ VERT: I"' IO' DRAWN • .1 CHECKED EL. DATE I 18-P,5 ... w 0 0 0 0 0 h 00 w u w U O z a >a 00 ce ✓= a < Lx O a 0 m U4 O Z 0 Z 204 LEFT CURB 2030 204 203 204 R1GNT CURB 2030 Abadan 888 -448 5 -83 SWALE DAM CON ST. TYPE "B" DRY WE L W/ METAL FRAME : GRATE TYPE COUNTY DATUM T13M- R.R. SPIKE IN R P 4 W R_ EVERGREEN CORNE EVERGRE WELLESLEY ELEV= 2023.75 to 6 CONST. CURB 2 DROP STA.a }32 i n / CON ST. CURS DROP slit). 2 +42 O CURB RETURN 0= 89 °38'01" R= 20.00 L= 31.29 T = 28.19 ECR 28.99 MC R 29.,( BCR 2 �4 64.84 43.86 to' DRAINA4E SWALE TOP ::G E ELEV:= :2028.99 STA = 24-92 SUMMERFIELD EAST SECOND ADDITION 1N5TALL SIGN SEE. NOTE SUEET 7 OF 7 80.00 70.00 SC,R 3o.80 MGR 3t:2(o ECR 31.71 3 SUMMEQF(ELD EAST SECOND ADDITION CURB RETURN A= R= 20.00 L= 31.42 T= 20.00 C= 28.28 +.00900 N• 3 st 4 M t.00800 O t\T CONST. CURS DROP STA 3 +85 4 ._ 36' 50' 80.00 '9- O 4. L. 0 dt Co t•187 CURB DROP STA.. 4 +41 70.00 BCR 3 4a MCR 3t .5 ECR 31.11 RETURN L�= 90°00' 00 R= 20.00 L= 31.4.2 T= 20.00 C- 28.28 80.00 . TOP GRATE • ELEV= .2030. STA - 4 +4t ONST• CURB DROP STA- 5442 80.00 LU LLE GAN nt (�� Q STA 54 15 N00 1 N00 STA 80.00 DRYWELTL TYPE BAL FRAME E. CRATE TYPE 3 INSTALL SIGN SEE NOTE S1 - 1EET 7 0; 7 w It LU cr Q +2 In i�4 0. 0 4. S O 80.00 cO N ■ 10.0 100 V C 10' DRAINAGE SWALE CQ N ST CURB DROP STA. 7-VO4 0 Ln 1 00 tO 80.00 m VC cti 10' DRAINAGE SWALE EU TURE DEVELOPMENT 0 N - .00 8400 OD m 0 co co O "9 ti 0 0) N 7 0 80.00 ROAD E ' 2°1 CONST. GU,R13 DROP STA..B +oo Ic OUT :27.92 \\ c KIST. CURB DROP STA- 7 +58 80.00 - .00800 - 0.0800 LV 0 c N N CoNST. TYPE "B" DRYWEL 4 W/ METAL FRAME G RAT E TYPE 3 80.00 80.00 coNS TYPE "B"' DRY WELL, 14/METAL FRAME 4 GRACE TYPE 3 100 0 N 0 N + N ° co VG lOd' VC 100' YC. COVSST. CURB DROP STA. 8 400 .............. CO (si 80.00 80.00 TOP . GRAzra. 1 =1irv= 2031 :33 STA=::7t85 TOP GRATE E.L. -V. .2,43:1.33 SW 8400 CON6T. CURB DROP STA. et 4-14o Cu RB RETURN A= 90° 21' S9u R. 20.00 L= 31.54 T= 20.13 C= 28.37 80.00 ECR. 33.2s MCR 33. a7 BCR 33.4 ,1 65.18 .............................................................................. ............................... + 00800 1.0.0800 + 00:800 10 CONS CURB DROP STA.9 +44 L0 N Q � 80.00 1 50' 36' 30.03 m N • 44: • ot N a. s 9 0 11 CURB RETUR 0= 89° 38'01" R= 20.00 L= 31.29 T. 19.87 C= 28.19 EC-1Z 33.4,1 MGR 33.92 BC-42 34.2.2 7.29 L= 60.65 CON51 CLjR5 DROP sTQ. II +Oo COTUIST. CURB DROP STA. - L'50.08 - INSTALL SIGN SEE NOTE. SHEET OF CURVE DATA A= 24°19' 39" R= 4.63.94 L.' 19 6.99 T= 100.00 C= 195.51 10' DRAINAGE t'W ALE L = 8 663 SCR 35.58 MLR. 35 :37 ECR. 12. 3 ',.t' 4 35•(03 Cu R.E i2E TU R N A= 89 °37'05" R= 20.00 L= 28. 12 T= 16.94 C. 25.86 EC R 35.!05 MGR. 35.5 BCR cr cat SEC. 35 T 26 N. R.43 E.14 M. . IA N CURS RETURN A= 89 ° �,7'Or > „ R= 20, 00 L= 31 T= 19.87 C ° 28. 1 9 15 N CO .0 N O- -v . 2 0 w cc t- a 1-- 4 0 n w J U U) O N CC 0 O F- cc w 2 ac 0 c O 0 Q rn c O c U: N C C a) O a Q LU • U j CO Q r a. to Lo r . o NCf) C U7 10 0 0 Ih 0 U ' Cr 0 L w Jz J _ �a n w ._] 0 w cc PROJECT NO. 85107 SHEET NO. 4 o1: 7 W O CI Y o = w 0 0 Z Q > r- 0 4 o - , a < o e 0 m w o Z w F- 0 >- m 0 w 0 Ian 0 Cig 0 0 z 0 z N CO 203 L CURS 203 203 RIGUt CL1101 Abado n inc. 888 -448 5 -83 SUMMERFIELD EAST 2WD ADDITION 6 0 COUNTY DATUM TBM- R.R. SPIKE. IN PP. SW CORNER EVERGREEN $ WELLESLEY ELE V = 20 23.75 CO 4ST. T"( ORYWELL W// META. FRAME. 4. GRATE TYPE 3 z J DL Or- in 0 c" 0 0 cuRt3 RETURN A = 90 °00'00" R* 20.00 T= 20: 0 C • 28.28 34' ECR. 10 CONST.Cu28 DROP STA I8 }58 31.5G 4, t3G2. Q P tO' -DRAl N4G E. 514 A\ 31.40 WIC R- EC2 1.7( 33.43 95.00 ROAD AVE.. N89 °34'41" N 10' DRAINAGE SWA1...E 95.00 'SCR [1 \ 31.71 M C-R 31.2f3 ECR 30.80 CU R.8 RETUR14 I A R3'20.00 1.= 31.40 T= 2000 C. 28.28 tft SCR 33.43 MGR 3357 33 28' 35' TOP. G E LE.V.= . 2031..07 s1:4 : 184.4.8 1 q 20 L` to W N Q O 0 0 � 0 to f- 0 CUR.P RETURN O= 90 °00`00" R= 2.0.00 L= / 91.4e T= 20.00 C. 28.28 RETURN A= 90 °00'00" R= 20.00 L= 31.42 T= 20.00 c. 28.28 UNPLATTED TEM1 ROCK SUMP - 1/4 CURES RE TURN L= 80° 32' 3°1" R= 20.00 L= 29.12. G' 25 :g COM51 519E W A DROl' STA. 3(4-10 TEMPORARY �°- ROCK SUM? BC R- 3 5 O 3 5.q(c Ex., 'c 35. FUTURE DE VE VEL OPHEN T 0 36 84 BCR 3!0.1G M cR., 35.8? ECR 35.58 W CU R.8. RETURN Az ' 82 0 s7,051, J V L = 3t.2s T= 19.87 .J CL 28.19 .00800 /0 . 37 CURVE DATA A = 38°40' 2 1" R= 373.3(o L= 252.00 T= 131.01 C: 247.25 0 m E R 37.2q MGR 37.02 curs RETUat4 IN= 48 ° Ilo' 44" R= 20.00 1 34.31 33.12 C.= 30.25 BCR 310.80 Mc•R 36:95 EC FZ 37. 0 38 38 ELF SRO ST St . P 57' A 37 +75 35' CU R.B RETURN A 54" R= 20.00 L = 29.09 T= 17.80 C= 24".5cf W 0 N 0 O 0 Z 3EC.3 1Z U, V Q C' o 'Oo 0 0 nt ! O w J N Q CC U) o 2 N Li.) -J LJ.. W J E U w = O_ a 0 q cc w v T co Z w 3 0 w Q w C S < O 0 0 C o o CO mo O a C cD C C c O 0 LU E 14..• 4- O Q T a to ms .O NCo O CO W 0 O p 4 W4 dC 4(1) ntla ENR U, PROJECT NO. 85107 SHEET NO. S OF 30 EFT CURB 30 030 1:7IG14T Ct)RB I CURB DROP tk CURF 1 1 i I 6' CONCRETE SIDEWALK WHERE INDICATED ON PLANS 1 ,1 CURB DROP . ` \ \ \ I I D— DRIVEWAY W/ 6' CONCRETE SIDE WALK / J / CONCRE- CURB 1 1 1 ! SWALE DAME TRANSITION LOW IN SWALE / I DRAINAGE ' 4 Q / D DW /i PLAN VIEW a — 4J J U CC I— CC J 0 SC CC o_ • C N >C O O CO OD C\I E 1 - co ® c c r N ` o v/ >c W O . E Co O Q 0 Ln Ln C\J co c ca ""'" � O a 0 ill 0 Q cm f'.' 1-11 ® cn pi LU W'Q Z � (41 SHEET OF 1 JOB No. 85107 SLIP TB.344' i TOP OF CURES 10' DRAINAGE SWALE 6.67' I '1 ILLu .Lui II 7 „ 5' RIOS REPROGRAPHICS DRAINAGE. SWALE 5' DIA. UriLITY DRAINAGE ES MT. FUTURE DE VELOPME/V T 10' TYPE "B" CONC. CURB lot UTILITY _ AGE ESMT. UTILITY AND DRAINAGE EASEMENT UTILITY AND DRAINAGE EASEMENT .1" TO 3" WA5WED NATUIZAI, G'QAVEL TEMPORARY ROCK SUMP N -rs TO BE USED AT E. O F STUB STREETS WREN THE STREET END OCCURS AT AN IN1E12VAL 141.11c -I.I WOULD MOT REQUIRE A PEtRMQNET t72QINA6G STRUC?tlttk 1 F We_ STREET AS A 141 -I0LE. 14442. CONSIDERED OR WNEU 'EROSt 01A DAMAGE ICI OULD BE I NA C.0 CPTA $Z.,E ON ADJACEUT PROPER1 ms . 6 , b CONC. PAT WALK 18„ 2% f1 SIDEWALK (o' CONC. SIDEWALK % TYPE "B" CONC. CURB tl ,I 35' il' TRAVE L,1AIA'1 15' 'I 2 MD ADDIT ION 4" CLASS B ASPI -IALT CEMENT HAWING 5 3/4 % TO 6 V /4% ASPI -IALT CONTENT, ON 4" C1:21.1 S1-IED ROCK TOP COURSE IN ACCORDANCE WIT1.1 W.S.D.O.T. SPECIFICATIONS. PROGRESS ROAD NTS 30' EXISTING ASP1- 1A1,..T � 4." CLASS B ASPHALT CEMENT HAVING 3 /4 % TO 6'/4% ASPI -IALT CONTENT, ON 4" CRUSHED ROCIL TOP COURSE IN ACCORDANCE IA lTU W.S.D.O T SPECIFICATIOti.IS. WELLESLEY AVE. 30 PLAT BOUNDARY SUMMERFtELD EAS`1' EXISTING GROUND 25' 22' TYPE "A" CONC. CURB walk ,,•n,.••••••••••.,• ......,• EXISTING ASP (4ALT 18' 2 "4 11' TRAVELWA1r I I.5' I5' -6" TYPE "A" CONC. CURS NT5 UNP LATTER 5' 10' BERM DETAIL I I' 18' 20' NTS NOTE A I (ONE) FOOT N1GU BERM IS TO BE CONSTRUCTED ALONG TLIE NORT1 -1 PLAT BOUNDARIES, OT SUMMERVIELD EAST 2 " 9 ADDITIOt-1 25' ES' 30' 30' 6 11 30' NEIGI-113021OOD COLLECTOR 4-OFT TRAVELWAY OW 60 FT RIUIIT OF MAY NTS LOCAL ACCESS 36 FT TRAVEIWAY 014 50FT R%4UT OF WAY NTS BROAD AVE. LUC I LL..E RD. Is' 6 1o' oc / I TURFED DRAINAGE SWALE Z" CLASS B ASPS -IALT CE 5 TO 6 '/a% ASPHA 4" CRUSHED ROCV. TOP ACCORDANCE. WITH W. SPECIFICATIONS, CONSTRUCT I' BERM 3 10' 3 TURFED DRAINAGE SWALE 2" CLASS B ASPI -IA LT CEME1 I- 1- AV I NIG 5 % TO (0Y4 % ASPHALT COKITENT, 011 4-" CRUSHED ROCL'. TOP COURSE (NCI ACCORDANCE WIT W.S. D.O.T. SPECIFICATIONS. MENT NAV 1 KIG LT CON TEN ON COURSE 11.1 S. D.O.T. SIDEWALK CONCR.ETE CURB - TYPE "A" CONC. CURB 2I IN AREAS WITUOUT SIDEWALKS 4' I N AREAS WITI4 SIDEWALKS 7 (o' CONCRETE SIDEWALK- CONCRETE CURB 14D. 5 - 7 DPYWELL LOCATION DETAIL CONCRETE CURB t1LLL111111I 2I I CONCRETE CURB 7.5:`i', CONCRETE CURB 4' UNLESS OTUE2w o TED CURB DROP DETAIL 2 6' CONCRETE SIDEWALK DROP NTS DRIVEWAY DETAIL SECTION SUB GRADE FOR GRASS TURF TO BE 3" BELO14 FINISUEP GRADE DRY WELL 2' 1W AREAS WITI -TOUT SIDEWALKS 4' 11J AREAS wWT4 SIDEWALKS 5' NTS GUTTER. LINE I' S ECTIO B - N'rs C - C SECTION A -A NTS 1111.1 ILL( II Nts L4" DRAINAGE SWALE V." 5' DRAINAGE SWALE DRIVEWAY DETAIL SECTION D -D NTS 5 5:1 " TURFED DRAINAGE SWALE i 5" CONCRETE FOR RESIDENTIAL DRIVEWAY 5" CONCRETE FOR RESIDENTIAL DRIVEWAY 5' 5:I I TU SWALE RFED DRAINAGE 1. All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. 2. The "Summerfield East 2a4 Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental to the County Road Standards and are intended to depict special construction details which are required for compliance with the County's "208" program. 3. These plans shall. be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets, Summerfield East 2!d Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between the Summerfield East 2 Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East 2n -1 Addition Standard Details shall govern. 4. A Street signs shall be Spokane County Standard and shall be installed as specified in the Manual of Uniform Traffic Control Devices. Stop signs shall be install at the interUTILI sections pY of Wellesley and Progress, Progress and Broad Ave., and Progress and Crown Ave. 6' UTILITY AND DRAINAGE ESMT. DRA INAG E - ESN) T_ g/W 4' , 0 /2 ou CULDESAC' I C 48 "SQ TRANSFORMER. PAD LOCATION ON STREETS WITUOUT SIDEWALKS 6 ' TRANSITION TOP OF CU2 B -i GENERAL NOTES (0n TRANSFORMER PAD LOCATIONS at FRONT YARD DRAINAGE SWALE NT5 6 TRANSITION SWALE DAM DETAIL NTS 48" 50 TRANSFORMER PAD LOCATION ON STREETS w ITN SIDE WALKS NT5 c. BOTTOM OF SWALE TE E ko F- Q 0 WALE .' LEGEND CONSTRUCT ERM PER BERM 1) ETA )1 NORTH BOUN DAR Latolvi ELL) 2,1\11) L NOTE : BEF N\ AT END O.F CROWN Sr. 5F+P LL RE ►. OC. t r E D VJE ST of (SOCK ufY\PS. 8 CONSTRU C T SER.M BROA Pt_AT uNPLATTED t3ou,tJDARY SUMMERIELD g. EAST 5ECOND ■ ADD1 T to N t EXIST►WC, GROl,1 N D BERM DETAIL taTS NOTE: A 1 Cam FOOT N t6l4- BERM is TO 15E coNSTRUcT ED AtoNV TtlE NORT4 PLAT BOUNDARIES ' OF PROPO5E1) PLAT OF SUMMERFIELD EAST 2 Nu ADD. ITION . S I/4 COR SEC. 35 Fnd. Wire in 2" Pipe in Mon. Case & R. P as per Summerfield East ist Add 505.00 WELLESLEY 2638.43 AVENUE ,p 0 o 0% „ \ 0 s co � Q c o„. O� /1,250 ill /1,963 co N89 °34' 4114 1.L/ 51 . 0 /2,582 Th 82� 4(9\-3 � BLOC K t TWELVE '80.00 80 00 x-0 W 70.00 155 63 C�9 664.44 690.25 N89 °56'40' W 30' 0 0 OD m O �t- . <tc• N a c 0 0 a- L 30' Q cr 0 CO CO I.LI C9 0 iCC 0 0 o� 'Kt 0 0 U W ct 30' I 0 i w Q z 0.43 -- 5.10 Fr I.P. - STA. 01-00 S€ PROGRESS RD. ( #.3 Rebar 0.4Z 1323.23 P.I.- STA. Z Fnd. # 4 RE Set Tack w/ Old Blaze in (Record: 24", P. C. - STA. 22 Fnd. 60d Spi K RU EG ER ' S I Set of and SE CC Fnd Br // c am. -- 5/ ,4%.4 r s U 04f,r 0 10' fg_e_Alfkicivr7 20 \- 4( e pko..5 3 0 0 v ® \aEP\ � pviF f I� II 13 14 7 12 1 _, 14 1 5 I � 3 4 to 12 s zo 3 2 4 14 2035 s t4'AL KWAY 4 I7 1 ,. 5 20'1. 1 /DE 0 . o f iz , 1\1 - ciAtoot - .) 4%1?.,e-FIA..e.z) 1 I�� ��I II s l 0 13 J ii. 2 T — -f DNe- : &1,L4 0 PREL/M/NARY PLAT OF SUM/WERE/EL D EAST L OCA TED IN SEC. 35, T. 26N., R. 44 E. W. M. SPOKANE COUNTY, WASH /NG TON 2- °/ z-brJ1'oLJr-- - sJ2J��o� Ogg° -1Aqsi_ JJ1/1 - r \ WI p ILA L- Va1' f J -(A.. ii Pt./6 -f gPol� °'NIE'''ZSN$4��N�" ) e4=`.1■ . P H.0iJ E. 7 J -! - Pole✓ .w.ssE.ou Po,k T'R1:14TKTx)U MAIN ROUTES SHOWN IN HEAVY LINE. F...xoy, (full ,ru.oiLd ca.,, and no rnu..g, u, *c.c. Noti nol Inte Hign.o,, t.1!, N: ..ups i x�. Moto 'f ,gt,w dpW1.�L1 C'y Im. • 0. i i .tawea; upp.cxurvse(y er' a zis Ia , ood sQ,. 8,7 3 p I I� e-NClIN� G d� `j �LJ6 j J C.O 1-�►p 2 � 9 1 3 e2:..c> - em �►JQ 0 • 0 40 X 22- 1300 1 ieN 114/.4-1101n1L1 3 -1 3 L,or(5 1--e- 1 '1146-z,-rs *e- : fue7L-1 � P��lZIL O 069; \ \\,ic3\ t c�IST R :, RECEIVED SEP 12 1978 SPOKANE COUNTY PLANNING DEPARTMENT NW CORNER 54 FND. /1/2" GAS P /PE AND RECORD R.P S W 1/9 CORNER FND. I" PIPE SEE L.C. R BOOK 2, 0 38 O N E--- 703.5 (RECORD) 5W CORNER SEC, 35 FND. 2" PIPE FOR R.P'5: 5EE F /NAL PLAT OF SUMMERF /ELD EA5T 0 ■ N.88 RECORD) N89 ° 25'50 "E. 2629. Q9' s 9 � \ S ‘-t \ \ %,o - \ \ - \ ``\ °- °�C \ \ �o� \ \ \ °✓ \ \ \ 263',. 66' \ (BAS /5 OF BEARINGS) N89 ° 52'00"E. 269`/.29' \ \ 5e- N89 ° 53'93 "E. 5297. 66 ' NORTH // CORNER "4 FND. #G REBAR SEE L.C.R. BOOK 2, P. 3'1L \ \ Cr- IMO N 5 //'1 CORN END 1V /RE /N 2" RIPE IN MON. CASE R.P. '5 SEE FINAL PLAT OF 5UMMERF /ELP EAST 25T ADD /T /ON 13/520' SEE DETAIL BELOW /3/5.20 2663. Op' N N89 4 "W 2638. 93' PI. STA. 231 \� N M N SCALE : I" =500 LEGEND • FND. MON UMEN7S PER R0.5 '5 500K /8 OF SURVEYS , PAGE 5 AND BOOK 20 OF SURVEYS, PAGE /9 NOTE THE BASIS OF BEARINGS FOR TH /5 MAP IS THE BEARING OF IV. 89'52'00 "E ON THE SOUTH LINE OF THE , 5W / /'-/ OF SECTION 35 A5 SHOWN ON SURVEY RECORDED IN BOOK /8 OF SURVEYS, PAGE 5 P./ 5TA 23t33.5 (PROGRESS ROAD /'f!° - 5) FND, # 4' RE8A1' 1323 23 - - /3Z3.23 5 TH � 4 O 4 c W rti 11 711 ' - (RECORD) 5/O./D - STA. 0 "00 (PROGRESS ROAD /46-5) FND. #3 REPAR 0 5. OF SECTION LINE RECORD OF SURVEY IN SECTION 35, T.26 N., R. 44 EMI M_. SPOKANE COUNTY, WASHINGTON FEBRUARY 1985 4 e. i\ W m O N N N o N 50 E / /'f CORNER FND. /2" PIPE 5EE L.G.R. 800K Z PAGE 1 SE CORNER SEC 35 FND. BRASS CAP /N. MON. CASE AR '5 : 5EE F /NAL PLAT OF SUMMER- FIELD EAST 1 ADDITION LEGAL DE5CR /PT /ON TRANSM /55/0N L /NE EASEMENT - (PER EASEMENT DEED RECORDED TANUAR y /9, /993 UNDER DOC. NO. 572309A) A PERMANENT EASEMENT AND RIGHT - WA y OVER, UPON, UNDER, AND ACROSS THE FOLLOW ING DESCRIBED LAND IN THE COUNTY OF SPOKANE, IN THE STATE OF WA5H /NGTO N, TO - W/T THAT PORT /ON OF THE N 1/2 OF THE NW l /4' , THE 5W 1/ OF THE NE / /LI, THE NW //Li OF THE SE 1/ THE N1/2 OF THE 5E 1/4 OF THE NW / / AND THE 5E 1 /4 OF THE 5E 1/9 OF THE NW / /'/ OF SECT /ON 35, TOWNSHIP 26 NORTH, RANGE 9 EAST OF THE WILLAMETTE MER /D /AN, SPOKANE COUNTY, WASH /NGTON; WH /CH L /E5 WITHIN A STRIP OF LAND 500 FEET /N WIDTH, THE BOUNDARIES OF SA /D STRIP LYING /75 FEET DISTANT NORTHEASTERLY FROM AND 325 FEET DISTANT SOUTHWESTERLY FROM AND PARALLEL 70 THE SURVEY L/NE OF THE GRAND COULEE - SPOKANE TRANSMISSION LINES 3 AND 4 7 L AS NOW LOCATED AND STAKED ON THE GROUND, OVER, ACROSS, UPON, AND /OR ADTACENT TO THE ABOVE- DESCRIBED PROPERTY, SAID SURVEY L /NE BEING MORE PARTICULARLY DESCRIBED AS FOLWS BEG /NNI LO NG AT SURVEY STATION , / 1 /5 - *50.0 A POINT ON THE NORTH LINE OF SECT /ON 35, TOWNSHIP 26 NORTH, RANGE 1 7 , 4 EAST OF THE WILLAMETTE MER /D /AN, SAND PO /NT BEING N. 88° 59'E. A DISTANCE OF 703.5 FEET FROM THE NORTH- WEST CORNER OF SAID 5EG T/ON 35 THENCE 5 4 39 ' E. A DISTANCE OF 59335 FEET _ TO 51/RVEY STA T/O/V_ . 50 t 8 35 ; THENCE 5.'0 °59'E. A 0/STANCE OF 9 FEET TO SURVEY STATION 5/97'33.4 " A PO /NT ON THE SOUTH LINE OF SAID SECT /ON 35 SAID PO /NT BEING S. 89° 36' W A D /STANCE OF ,5 /0. FEET FROM THE SOUTHEAST CORNER OF SAID SECT/ON 35. SURVEYOR'S CER T /F /CA TE THIS 'SURVEY WAS MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF KEN TUPPER IN FEBRUARY /985. CERTIFICATE NO. 18091 8"1095' E.W.C. FEBRUARY 28 /985 NW CORNER SEC. 35 FND. / //Z " 6115 PIPE AND RECORD R.P 5 C ORNER PiVO. I" P/PE SEE L.c.R BooK 2, P 38 N E--- 703.50 (RECORD) 5W CORNER SEC. 35 FNP. 2" P/PE FOR R. P. '5 5EE FM/AL PLAT OF SUM/WERE/Et-0 EAST ovk 11 , cP l N. 89 ° 59 'E RECORD) N5/°25'5 0 "E. 202'f. Q4L 2639. 66' \ \ \ Nw \ 11 N 112 5 1l `\ (8A5/5 OF BEAR /NG5) N89 ° 52'00 "E. 26 yE 5E 11 N 89 53' I/3 "E. 5297. 66' N NORTH / /'} CORNER FND. #G REBAR SEE L.CR. BOOK 2 P \ \ 5 //y CORNER /"NP. IV/RE /A/ 2" RIPE /N ma/V. CASE R.P. '5 : SEE F /NAL PLAT OF SUMMERF /ELO EA5T 1 ADD /T /ON \ N 11 50 /3/5.2o' /3/5.20 5EE DETAIL BELOW N89 ° 56 1 /0" kV 2633. L /3 ' N M N N 1 5cALE 1" = 500 RECORD OF SURVEY IN SECTION 35, T.26 N., R.44 E_W M_ SPOKANE COUNTY, WASHINGTON FEBRUARY 1985 LEGEND • FND. MONUMENTS PEW R.O.5. '5 BOOK /8 OF SURVEYS , PAGE S, AND BOOK 20 OF S//RVEY5, PAGE /9. NOTE: THE BA5 /5 OF BEAR/NOS FOR TH /S MAP /5 THE BEARING OF N. 89'52'00 "E. ON THE SOUTH L /NE OF THE 5W / /4 OF SECT /ON 35, A5 SHOWN ON SURVEY RECORDED IN BOOK /8 OF SURVEY5, PAGES; P. I. STA Z3 -33.5 (PROG,'E5S ROAD /5'6 - SJ FNP # REBAR - -- P. /. STA. 231 33.5 /323.23 (RECORD) - STA. O t 00 FN # 3 (PROGRESS REBAR 0'6 5i SECTION L1NE N N E / /i/ CORNER FND. '/ " P /P SEE L.G.R. BO OK 2. PAGE .Z 5E CORNER 5EC 35 FND. BRASS CAP /AI MON. CASE A:R'5 : 5EE FINAL PLAT OF SUMMER - F/ELI> EAST 1 ADD /T /ON LEGAL DESCR /PT/ON TRANSM /55 /ON LINE EASEMENT - (PER EASEMENT DEED RECORDEL ) .JANUARY /9, /993 UNDER DOG. NO. 572309A) A PERMANENT EASEMENT AND R /GHT -WAy O VER, UPON, UNDER, AND ACROSS THE FOLLOW /NG DESCRIBED LAND IN THE COUNTY OF SPOKANE, /N THE STATE OF VVA5H/NGTON, TO- WIT THAT PORTION OF THE N 1/2 OF THE NW / /'' , THE 5W //9 OF THE NE / /L, , THE NW /Pi OF THE SE / /N, THE N1/2 OF THE 5E 1/4 OF THE NW //zi AND THE 5E 1/ OF THE 5E 1/9 OF THE NW //'7 OF SECT /ON 35, TOWN5H /P 26 NORTH, RANGE z/ EAST OF THE WILLAMETTE MER /D /A N , SPOKANE COUNTY, WA5H/NGTON; WI /CH LIES WITHIN A STRIP OF LAND 5 FEET /N W /DTH, THE BOUNDAR /E5 OF SAID STR /P LY /NG /75 FEET D /STANT NORTHEASTERLY FROM AND 325 FEET D /STANT SOUTHWESTERLY FROM AND PARALLEL TO THE SURVEY L /NE OF THE GRAND COULEE- SPOKANE TRANSM ISSION LINES 3 AND 6 AS NOW LOCATED AND STAKED ON THE GROUND, OVER, ACROSS, UPON, AND /OR ADJACENT TO THE ABOVE- DESCRIBED PROPERTY, SAID SURVEY L /NE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEG /NNI NG AT SURVEY STATION 9 995 *50.0 A PO /NT ON THE NORTH LINE OF SECT /ON 35, TOWNSHIP 26 NORTH, RANGE 4 /4 EAST OF THE WILLAMETTE MERIDIAN SAID PO /NT BE/NO N. 88° 59'E. A DISTANCE OF 703.5 FEET FROM THE NOR 7 - 1- WEST CORNER OF SAID SEGT/ON 35; THENCE 5. '/3 ° 39'E. A DISTANCE OF 59335 FEET TO SURVEY STAT /ON 5o t 83.5 THENCE 5. 0 A 0/STANCE OF 9 FEET TO SURVEY STATION 5/97'33.4 A PO /NT ON THE SOUTH LINE OF 5A /D SECTION 35 SAID PO /NT BEING S. 89 ° 36' W. A D /STANCE OF 570. / FEET FROM THE SOUTHEAST CORNER OF 5A /D SECT/ON 35. SURVEYOR'S CERT /F /CATE TH /S SURVEY WAS MADE BY ME OR UNDER MY DIRECT/ON IN CONFORMANCE W/TH THE REQUIREMENTS OF THE SURVEY RECORD /NG ACT AT THE REQUEST OF KEN TUPPER /A/ FEBRUARY, /985. CERT /FI CATE NO. /8091 # E.W.C. FEDRUARY 28, /985 _J S1/4 COR SEC. 35 Fnd. Wire in 2" Pipe in Mon. Case 84 R. P's as per Summerfield East 1st Add. r _÷505.00 -►® .--- 1 i9 .95 �.1 9WOO' Of". C2 63 53'04" • r �KJr 5 4^4� °n'f5 l„ t5�'� .38: /1j i1.-: RECEIVED SEA) 0 1985 Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535-1410 99202 21 i)� 0 N05 ° 33 1 06 "E 50.23 W 0 RADIAL BEARINGS I S 26°32'15"W 2 N 63 °56'24,+E N 44°45'40"W z 'y l,, K.,, <.. ( -r ., ' /4 , v -- 85.65 O ° N o 8 mo /1,135' 0 0 ..-1. `' 0 0 O 6' WIDE 7 -- 1 - 80.00 In N N 0 S 89° 56' w 80.00 w 0 N O ro to Delta 0 0 0 m 5 85.65 /I,/35 mb DRNG 8 - 85.65 - 80.00 1 - F3 40' E 7 0 N BROAD w 0 9 N • 0 /1,200 w 0 0 /0' WIDE 80.00 20.00 31.42 20.00 70,00 22.30 12.47 20.00 31.29 iJ.i 30.00 23.47 12.37 30.00 23.47 1?.37 30.00 46.93- '9„1 w m O ° 0 0 Z 1 %LoN 22 ,,- 0 z 342.67 WELLESLEY r J 85.65 --80.00, w 0 8 O /1,200 0 o 0 Z DRAINAGE - 80.00 CURVE INFORMATION Radius Arc Tangent Chord 21.16 28.19 22.07 22 0 494.08 0 7 O _7 r N89 °56'40 "W - 8 UTILITY 80.00 85.72 w w 6 0 0 5 O NO O o //, 135 fn 0 /l, 089 sb o Ln m O m m 0 0 0 0 ESMT BLOCK � UTIL 85.65 -84.88 - 4. AVENUE 4 1-80.00-- 6` WIDE DRNG w 0 N /1,200 0 O ° O 0 Z 1/ 1 N1 r 1.11\ O O 0 125.00 ( S89°34 1 41 E ' 125.00 0 0 o I o W 0 /o, 000 4, ° m CD N89°34' 41 "W 125.00 6 ,.1 0 2 0 /0, 0004, m N 89° 34' 41 "W 6 N //,200 rA O Z EASEMENT - 80.00 N89°56' 40" W 2638.43 125.00 3 O m 10,000 0 m N89 °34' 41 "W 125.00 I d• 4 m iii /0,554 4° a) 25 TEN -- -105. 13- - �n� O N N c -80.00 - 47 .73 8UT /LESMT --- lJ w l N89 °56' 40 "UI 660.44 690.25 d /1,29/ 0 ..a BLOCK 70.00 UNPLATTED LOT 2, BLOCK 12 ,e WIDE STRIP s 0� Ce cO\hgO 140.00 S89 °34'41 °E 135.00 25'125 O BL o � o v: m m /1,978 0 r rn o TWELVE1. r� Q - - 95.00- O N BROAD fi C� W N 89° 34' 41 "W N 0 0 z L1J 195.00 J \ # J f AVENUE 1 C : i'2 - I - 95.00 - -- \- - I ,, - D _J 0 L �0 o // , 978 45 Wh- W N89 ° 34 ' 41 " W N 0 N 1 NN cD W 135.00 m 3- K) t 25' L 1 IE \ c . 2 a /0,579 4° 4 12,582 di AVENUE 0 In m ELEVEN z - - 155.63 rn 1 SUMMERFIELD EAST SECOND ADDITION C6 C5` /2,222 0 • oaJ 4, do)° OBI Q67�, `L • 6 0,, Q N- it) co co in co N . 0 -� O° 0� LEGEND BEING A SUBDIVISION IN THE SE 1/4 OF SECTION 35, T. 26 N., R.44 E., W. M. SPOKANE COUNTY, WASHINGTON NOVEMBER 1985 0 in 00 i 0 0 cr 0 0 Ln N M N (1) 0 O P.I. - STA. 23 +33.50 (146 - S) Fnd. # 4 Rebar (Record Spike) Set Tack w/ Tag # 18091 in Old Blaze in 26 Pine, N13 °E, 53.73' (Record : 24 ", N 7 °31' E, 53 65' ) P. C. - STA. 22 + 28.9 Fnd. 60d Spike NOTE: Me 1Sct of .?ear-ins. for this il'ia0 t h e b O j system of the fin1 i i. 0: CAST. SCALE: I" = 100' Set RR Spike at of C of Progress and Section Line 0a3 -- - Fnd 1/2" Pipe I.P. STA. 0 +00 Set as 1/16 Cor (P) PROGRESS RD. ( 146 Fnd. #3 Rebar 043'S of Section Line 323.23 i rr '� \1 \L. IE��I -I-; A r\rrl - 1()N1 ( / L, L.1 1 1'.. 1 • F.nd Monuments (1/2 " rebar w /yellow plastic cap "MOORE 18091" per final plat:-of SUMMERFIELD EAST FIRST:..ADDI- TION, up s o-therw i se noted) - O Set 1' /2 ".rebar w /ye.11ow plastic cap "MOORE 13091 at'a.ngle points in boundary o O Set 1/2" rebar w / plastic cap {3 "MOORE 18091" as centerline.. rrronurnents . after instal1ation improvements •1 Set 1/2" rebar-w /yellow plastic•cap '''MOORE 1803.1 at ail',` lot';corners SE COR SEC 35 Fnd Brass Cap in Mon. Case and RP's per Summerfield East 1s Addition IN WITNESS WHERC'OF, President OLD oNnt FINAL PLAT OF affixed i '.,: seal (if any) • this ' day of OF WASHINGTON Cy: Judith A. Butler Bruce B. Butler Senior Vice President DEDICATION KNOW ALL MEN BY 'THESE PRESENTS that.TUPPER,. INC., a Washington corporation; and BRUCE B. i UFLER'and JUDITH A...:BUTLER, husband and wife; and MERCEDES JESKE, a married woman dealing 11 her separate property; and OLD NATIONAL BANK OF WASHINGTON, a national banking associa- ion, as Trustee .for Faye S. Elliott, have caused to be platted into Lots, Blocks, and ;streets the land shown hereon to be known as SUMMERFIELD EAST SECOND ADDITION, said land being part of the Southeast Quarter of Section 35, T.26' N., R.44 E,W.M:, County of Spokane, State of Washington, and being more particularly described as follows: Beginning ..at the .southeast corner `of .Lot 1, Block 7 of Sumr 'rrerfield East First Addition, per . plat" .the:reof recorded in ; Volume 17: of Plats, .page 32, in tie: Auditor's Office of .said County'; thence northerly along the eas.:er1y boundary of said Addition the following five (5) courses: (1.) N.00 °03 "E a distance of 1A0.00 :feet; (2.) N.05 ° 33'06 "'E. a'distance of 50.23.feet (3.) NJ/0 °03'20 "E. a distance of 130.00 feet; (4.). S.29 °56'4 "E. a; distance ofe 342.67 feet; (5.) .:N :00 ?5',29" E . a distance of 195.51 feet thence 389 rt a distance of 125..- 0 feet; it ; t ° ' " . di e 0 f. , hence 5.61 3.6 .1.9 E . a distance of 5.6.79 feet; thence . S.t3D °.34'4'1 "E. ' distance of 140.00 fc t 'to the westerly . margin of Progress Road, as it now exists 60.00 feet in widthe thence s.00 °25' 19 "i',t, along said westerly margin a distance of 495.57 feet to the northerly lard n of Wellesley{ Avenue, as it.noiw; exists 60.00 feet in width thence N . Sr °;55' 40 "W. along said northerly margi n a distance of 660.44 feet to the point of beginning. And . they do hereby dedicate to public use forever the streets and roads shown within this plat, including a five foot (5') wide strip of additional right of way for Progress Road. Lot 2, Block , a one foot (1') wide strip as shown hereon, is hereby dedicated to Spokane County as general county property, to be dedicated for road purposes forever, at such time as the road is continued as full width right of way, or until adjacent lands are platted.. All driveway approaches shall conform to the road plans on file in County Engineer's Office. Access permits are required for .all . approaches. Direct access from individual .lots to Wellesley Avenue and Progress: Road is hereby prohibited. ... A.public water. system, acceptable to County ..and State health authorities, the local fire district, and water supplier (purveyor) will be inst ?fled within this plat, and the sub- livider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. Use of private wells : and water systems is t Water service for this plat shall be provided in accordance with thee' Coen di natec; Water System plan for.Spokane County, as amended. No more than one dwellifig structure shall be placed on any one lot, ncr sha further subdivided for the purposes: of creating.. additional lots or building Filing a replat, Utility and. drainage easements adjacent to all .public road rights of. way (said easements being ten feet (10') wide lying adjacent to Progress Road and Wellesley Avenue and six feet (6'). wide lying adjacent to all other public read rights of way within, this plat, as shown hereon) for the purpose of installing, operating and maintaining utilities; for drainage .wales and drainage facilities to dispose of runoff is hereby granted. The.:County of Spokane is hereby granted the right of ingress and egress to all utility and drainage v' Casements adjacent 'to` the .public rights of way. The property owner shall maintain the utili and drains a easement . g s me i with: a permanent live cove of lawn turf, with optional shrubbery and/or treeso which do not obstruct-the flow and percolation of storm drainage water in the drainage swale•as indicated by the grade of adjacent streets. Subject to specific application approval and issuance of permits by the Officer, the use of in dividual 'on site:sewage'systems.may be authorized: 'Dry sewerage lines as approved and required by the governing municipality shall.be installed in the platted rroperty.':The Owners or Successors, in interest agree to authorize the County to place their names on a petition for the formation of a.ULIP by petition. method pursuant to J'CW 36.94 which the petition includes the Owners' property and further not to object ty the sighing of a protest petition against the forrnation of a .ULID by resolution method k ... s u want to. R CW chapter 4 C to .35.9 which includes � h� he t Owner r Owners' er PROVIDED, o t till e P P Y s con- tition.:shall not prohibit the Owners and Successors from objection to any assessment(s) to the propperty as a result of improvements called for in conjunction with the formation of a ULID by either.,pptition or resolution method : under RCW Chapter 36,94. Each dwelling unit shall be double p.lu{nbed for connection to future area -wide collection systems. A', one time fee of $58.00 per lot payable to Spokane County in. care of the Spokane County barks and Recreation Department and a one time fee` of $168.00. per lot payable to East Valley ' School District No 361 shall be owing,, due and collected by the Spokane County Iluilding Codes Department in .addition:to any other fees of said department prior to . iissuance of the initial buildin 9.p an ermit for lot. Said` 558,00 fee and $168.00. fee are Y each subject to.a nine percent (91 rrer annuM.increase each year on the anniversary of the final plat approval by the Board of County Commissioners of Spokane County. the said owners have hereunto set their hands and affixed • 1 ' ,l :i std a 1xc,d #.h+,.ir .z�mar�, ��, ,�la� , t.l,t.. , 1 IN' WITNESS' WHEREOF, OLD NATIONAL BANK OF WASHINGTON, as Trustee for Faye S . Ell i+.tt , has ht.k'r ?,it.t sot 19 I do: hereby against the SURVEYOR'S:CERTIFICATE This map correctly represents a survey .made by me or under my direction in con- formance with the requirements of the Spokane County SubdivisionOrdinance.. Examined and approved this day of Examined and approved this day of .Examined and approved this Examined and approved this day of 'STATE OF clASHIUGTDid GIVEN under my hand and official 5eai }; STATE OF WASHI i :GTOi`i County of Spol!r' ;t7 ii .who nxecur ,•t - igned to ( [ "'t✓1 '3 t� l7Tej 1 Patrick J. Moore, RLS .Certificate Number 18091 COUNTY UTILITIES DEPARTMENT , COUNTY ENGINEER Director, Spokane County Utilities ACKNOWLEDGMENTS Spokane County Engineer COUNTY PLANNING DEPARTMENT day of Director, Spokane County Planning Dept. . COUNTY HEALTH DISTiICT Examined ;and approved this• day of r _ { COUNTY ASSESSOR Spokane County Assessor COUNTY COMMISSIONERS . This plat was approved and accepted by the County Commissioners of Spokane Washington on day of 19 Chairman; SooWne County COUNTY. TREASURER certify that all taxes which have been levied :nd becc t c +,arz ao land shown within this map have been :.11* p. i d of . r o seal hereto affixed the day an( year- last above lal :i•yii`n it ;c`.irr S Washington, residing at Seoi an 19 19, , t to +.+out,,,__ - On this day of 19 , before ss me, the undersi pried, a Notary Public in and for he County of Spokane ) State of (lashingtori, duly cor?,rrissipnod and loan, per- sonally appeared Kenneth J. Tuner: to me known to be the' President of Tupper, Inc the corporation that executed the foregoing ins *;:rurrer't, and acknowledced the said instrument to be the free and voluntary act and deed of said corporation, for the use and purposes therein mentioned, and on oath stated` that he is authorized to exectitr the said instrument and that the` seal affixed (if any) is, the corporate seal of Said corporation. WITN:ESS 1 41 hand and official seal hereto r d # i = ,. .r! � n �t0 Sf 3Xt'.r no day c3r..1 year last above k °fit 11'1 Notary Pu,iiiicin and for the State Waslrit} {rton, r1 sidir}o at Spokane STATE OF WASHINGTON ) I the uncersiuneu, Notaryr 1'ublic in and for the Stan~_ ) 5s of:?a.shiticit.On, duly commissioned and sworn, do hereby County of Spokane ) certify that on 1 : :i i s _ day co e _ personally apr�ear��d before ree , T ' "erceies Leslie, a married woman dealing i n her sc .aratt property, : e known 11 individual dealing I' 6 .Y, r 1 .� �r or{ 1 to' be the 3r.d�� id:,ral describes in and who executed the within and ;for e , r,,,v' instrument and ci.nm•led -ged that she stoned the. sang as her free and von n ., err , u. �a?r .�t.,,. and deg...,. for Ni a.l� uses and purposes therein mentioned. ,t! "'ti Pi3t # i : •7n and f tr ti A S tate O:.r •widet - t en, i Notarj . Piib 3 o ? f4 and or Yy duly. C=,_►t; i' i s s i tined. iti; Star} r, . : en'et • r f yF =� 2 ._ 5 i y 1 1 i o • - 4 c,1d a id Lack:n is 1 e e +-'' t w - V ' OF 'ASHINGTOta ) On this day of , 19 , before me, ) ss the undersi ned f ,,,. g a Public �in end for �tat,..,.tr :` d:ik c, County of Spokane Washington, Y P ) duly commissioned and sworn, person.rlly aprf.atcrrz and a to me known to be Senior Vice President and Trust Real Estate Officer, :respes "ively, of OLD NATIONAL BANK OF WASHINGTON, the corporation that, as :Trustee for Faye S. Elliot:, has executed the within and foregoing instrument, and acknowledged the said i°istrun art to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the t t said instrument and that the seal affixed (if any) is the corporate seal of said corporation: ttECEUVED X 01985 . County. Engineering -- r� 2I ) L S1/4 COR SEC. 35 26 44 Fnd Wire in 2" Pipe in Mon. Case 8 R.P's as per Summerfield East jst Add. 0 . 0 4_�__+ -- 505.00 -.. .-- 119.95 Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535-1410 • 99202 eee 1- - • 1 - 1 r-1 l7 RADIAL BEARINGS I S 26°32'15 "t•J 2 N 63 °56'2411, N 44'45 85.65 w 0 N m 0 -1 o 0 O O 0 m '_, /1 t_ .� 8 11,135 0 t � � 6 WIDE N 05 33 ,;;85 65 o '06HE 50.23 e �� N M I eeae ,1 1 i J 40' S89 O 56 40 E O O 0 m 85.65 w 0 7 m O 0 O z /1, 135 47 DRNG 8 -85.65 N AVENUE a � 4 A 80.00 - 80.00 -80.00 t B0. 00 - -80.00 - 47.73 ,.. -7 // LIJ 1 °1 `6' WIDE DRNG 8 UTIL ESMT. }? r ", is, w w w w w 0 0 0 0 0 - 0 0 0 0 0 6 51'3 Q o N O 10 N O 9 N O 8 N o 7 N o 6 NO c �� s9° o m 0 /1,200 4 0 0 11 200 0 0 0 //,200 0 0 /1,200 0 0 /1,200 0 p 0 29/ rP O 1 7 0 o _ ° d ° d ° _ ° 1 /, 4 7 C 0 0 0 0 0 O 0 0 12,582 Q �� 41\ z z z z t z ]n 0 3 O BLOCK ELEVEN EASEMENT �l l DRAINAGE 8 UTILITY C O WDE D 0 00 80 .00 C5 7 0 00 155.63 d 80.00 8 0.00 8 80.00 , - + ` - o f N 89° 56' 40" W 660.44 e C6 h 6 90 . 25 to BROAD 5 o WELLESLEY 5 / y H 0 0 m Z 342.67 \ 1 � , 85.65 85.72 0 w w ,^ ] r Y �' r J / � 8 6 //, /35 0 O ESMT Z UTIL 85.65 N 89° 56' 40" W - 494.08 •r - CURVE INFORMATION' Delta Radius. Arc Tangent Chord gel,` 9ti`'i)u' 00" 20.60 :11.4 +2 20.00 23.23 . c! 19.87 63 "53 20.00 �'.30 a2'. -47 2 16'. 4 �8q 3()' G 1 %f 2I) . :0 01:29 28 • 19 i t 1 r .7 N m O 0 ° o O 5 O o 1/,0894' m m o BLOCK - 84.88 - N89 °56' 40 "W Th I/ I n I r• 1 I \Ii\1LJ 1 LOT 2, BLOCK 12 ,,.,, o\ -1 125.00 \ ro . 0 °34'4I" E Ci 1 h 125.00 Q � ip S89 40.00 O \� 25,1 25 ` i #-35.00 ,`�0 BL O r` ▪ 0 0 O r- //, 978 4S N 125.00 F O N 6-� M o 1 TW E LV El 1 2 o m c � - 95.00 *G S /0,000.4 w �, N89°34' 41 W N 89° 34' 41 "W I m 195.00 125.0 N w AVENUE r :C, ° _Jv/ ��95.00 1 � 0 3 0 0 - , fr ' ' /0 Si,' Z 0 I iu Wo o � � // 978 4 LL, 'no N89 ° 34 41"W I Wr 0 o 0 I o m /0 , 000 4 m N89°34' 4i "W 1 0 0 I' WIDE STRIP 125.00 1 ' 4 ID u1 u /0,554 0 'D 25 ' TEN 1 - - 105. 13 -- /1) N 2638.43 1 F3 " c ,)l.]L V UNPLATTED shy U D N N 0 25' AVENUE o 0 N oW N89 °34' 41 "W co to co Kio 135.00 2 /0,579 4 NOTE: ® End Monuments (1 :/2" rebar .W /yellow . plastic cap "MOORE 13091" per final .plat of SUMMERFIELD EAST FIRST ADDI- 1ON, tinIeSSS- -ot'hl. i e noted) 0 `Set 1/2" rebar 4r /yellow plastic cap "MOORE 18091" at angle points in boundary /2 ' l s ® - 1 'd plastic C rebar b 1 l a O Set 1, L r eba r /yc o 1 cap "MOORE 13091" as centerline monuments !after installation of improvements 'Set 1/2" rebar rr /yellow plastic: cap T "MOORE lU = 091 ac .. all lot corners SUMMERFIELD EAST SECOND ADDITION J , „EI 100 ' 36 �l 3 oa 12,222 dr . � 3- o l�► BEING A SUBDIVISION IN THE SE 1/4 OF SECTION 35, T. 26 N., R.44 E., W. M. SPOKANE COUNTY, WASHINGTON NOVEMBER 1985 0 0 C cc cr 0 00 0 cc 0 0 CC ' 0 0 re- co et N M N w u) N O 0 0 O P.C. - STA. 22 + 28.9 Fnd. 60d Spike LEGEND 1323.23 I [\i \�lr`aI_l\ A r\ r I - r 1\ / i./ L. 1 1 1 1 al i fgs.` for this map. - br;1 rr i t1 'syS ttePtl •ef the i n 1 i 1 i I l E R I L L D EAST. P.I. - STA 23 +33.50 (146 - S) Fnd. # 4 Rebar (Record Spike ) Set Tack w/ Tag # 18091 in Old Blaze in 26" Pine, N13 °E, 53.73' (Record 24 ", N 7°31'E, 53 65' ) 1 SCALE: I" = 100' Set RR Spike at / of C of Progress and Section Line i 0.43 - -- 51 Fnd 1/2' Pipe 1 1 STA 0 +00 Set as 1/16 Cor ( PROGRESS RD. (146 Fnd. #3 Rebar 043'S of Section Line SE COR SEC 35 Fnd Brass Cop in Mon Case and R.P's pgr Summerfield East 1 Addition FINAL PLAT OF DEDICATION `;'1014 ALL MEN BY ° THESE PRESENTS, that TUPPER INC., a Washington' corporation; and BRUCE B ;.:iT.ER and JUDITH A. BUTLER, husband and wife; and MERCEDES JESKE, a married woman dealing in her separate property; and OLD NATIONAL BANK OF WASHINGTON, a national banking, asso:ia- 'titn, as .Trustee for Faye S. Elliott:, have caused to'be platted into Lots,' Blocks; and Streets the land shown hereon to be known as SUMMERFIELD EAST 'SECOND ADDITION, said land i oilrg . part of the. Sou.thea:st Quarter of Section 35; T 26.N., R.44 E.W.M,, County of Spokar;:, State of.Washington, and being more particularly described as follows: boginning at the southeast corner of :Lot 1, Block ..7 of Slmniiier'=ield East First : :. Addition, per plat thereof recorded in Volume 1/ of Plats, page in the Auditor's Office; of said County thence northerly along the easterly boundary of said Addition the following five (5).courses:.(1.) N.OD "E. a .distance of 140.00 feet; (2.) N.05 ° 33'06 "E. a distance of- S0 >23 feet; (3.) N,fn "E. a distance of 13().00 feet; ('fir,) S.g9 ° 56'40 "E. 8 distance or: 342.67 feet; (5.) N .0O ?_5 a distance of 195.51 feet, . the tee S `J9 ° :;4'/41 "E. a distance of 125,00 feet; thence S.51 "E. Sa distance z f 56.791 feet; thence S.29°34' 41"E. a distance of 140.00 feet to the westerly margin of Prooress Road, as it now exists 60.00 filet iri aidt.hi; thence S oo°25'19 "W. along said westerly margin a distance of 195.57 feet to the flo therly margin of Wellesley Avenue, as it now exists 60.00 feet iri width; thence N .SQ`'S6' 40 "t1. along said northerly;marii n a d i staonce or 660.44 feet, ,o the point of beginning, And they do' hereby dedicate to public use forever the streets and:roads shown within this plat, including:a five wide strip of additional right of:way Progress Road. Lot 2, Block. , a one foot (1') :wide strip as shown hereon; is hereby dedicated to Spokane County as general county property,. to be dedicated for road purposes forever, at such tine as the road is continued as full width right of way, _ or until ' adjacent lands are platted. All driveway approaches shall conform: to the road plans on file in County Engineer ~'s Office; Access permits are required ,for'all annprroache5. Direct access fro~, individual lots to Wellesley `Avenue and Progress Road is hereby Pr , A public water system, acceptable to County and State health authorities, the keal fire district, and water supplier (purveyor) will be inst011ed within this 'plat., and tae divider will provide for individual domestic water service s Loll aS fi`e ';)r,Itectier tc !'iti:li lot rior to sale of each lot. Use 0f. private ,1 Syste'S '} '''1' p c. wells �� �r1t� water . , �. � �.. � ..otter service for this plat shall be provided in accordance danc with the eor i - to System plan for Spokane County, as amended. NO more than .. one dwelling structure shall :fit'. placed on any one lot , nor" sr'. further subdivided for the purposes of. creating a1id~:t cn;il lots or filing a repl . Utility and drainage easements adjacent to all public road rights . of way . (said easements . being ten feet (10') wide lying adjacent to Progress Road and Wellesley Avenue and six feet (6') wide lying adjacent to all other public read rights of way within this plat, as hown hereon) for the purpose of installing,: operating and maintaining utilities; for n cdrainage 'SwaleS' and drainage facii- tties-.to ' dispose of runoff is hereby granted The Cou .. ty of Spokane is hereby granted the right of ingress and egress to all utility and drainage easements adjacent to the public rights of ; way. The property owner shall maintain the utility e p and-drainage with a permanent live cover of lawn turf, with optional shrubbery rind /or trees,. which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. Subject to specific ..application ..approval and issuance of. permits by the..Health:.Officer, the use of individual on-site sewage systems may be authorized. Dry sewerage lines as approved and required-by the governing municipality' shall be installed in the platted � property. The Owners or Successors -in interest agree to authorize the County to place their names on a petition for the formation of a ULID by petition method pursuant to RCW 36.9 which the P etition includes the Owners` property and further not to object by the ,i.nin of a protest petition against the formation of a.ULID by resolution method `3 9 . petition 1:,1.irsUant to RCW Chapter 36.94 which includres. the Owners' property. PROVIDED, this con- dition shall not prohibit the Owners and Successors from objection to any assessment(s) c.n the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Each dwelling unit shall be double plumbed for connection to future area -wide collection systems. A one time fee of $58.00 per lot payable to Spokane County in care of the Spokane County Parks and Recreation Department and a one time fee of el68.00`per lot payable to East Valley School District No 361 shall be owing, due and collected by the Spokane County i,u i l di ng Codes Department in addition to any other fees of said department prior to issuance: of the initial building permit for any lot. Said $58.00 fee and 5168.0.0 fee are I3Ch subject to a nine percent (9e) per annum increase each year on the anniversary of the final plat approval by the Board of County Commissioners-of Spokane County. TUPPL<<, zAx4 ident s.b t'!ITN affixed OL D Judith A. Butler (if any this Brace B. Butler T4ercedes Jeske } } t . • ., set .its hand `,Q n Se It c a n 1 Elliott, l i tt � her �u to )F OLD NATIONAL SAN' OF WASHINGTON, as Trustee for Fa e : S. El o as ,L IO k F , y :,cal-(if any) this •' day of 19 1C:,(_ BANK OF WASHINGTON D By By: e nt IN WITNESS .WHEREOF, the said owners have hereunto set their hands and affixed their seals , 19: Senior = Presid Trust Real Estate Of ay of This map correctly represents a survey.made by woe. under my direction in con- formance with the requirements of the Spokane County Subdivision Ordinance. Examined and approved this Examined and approved this •Examined and approved this Examined and approved t h i s Examined and approved this I. do hereby against the : STATE OF : 1SH.INGTO v ) SURVEYOR'S .CERTIFICATE Patrick J. Moore RLS Certificate Number 18091 COUNTY UTILITIES DEPARTMENT day of Director, Spokane County Utilities COUNTY ENGINEER day of Spokane County Engineer COUNTY PLANNING DEPARTMENT _: day of COUNTY ASSES'S5R day of 19, Director, Spokane County Planning Dept. COUNTY HEALTH DISTRICT day of .19 Spokane County Assessor COUNTY COMMISSIONERS This plat was approved and accepted by the County CommiesioperteofSpekane Co rnt. =, Washington on day of 19 Y_ r "� i � Spokane r:t,Uf "..�' ,..3C,, . . ,.i" • Chairman; Spokane County Cor nissioners COUNTY TREASURER • certify that all taxes which have been levied and becr'.:': cnarpeable been t� land shown within. this map •have Je4t,lly •:iai:l •�1]�t.,i - , de',. of • AtKNOWLEDGMENTS 00. thi s day o , 10 before ) ss me, the under S i ned, z ,t, for y Public in and for the County of Spokane ) State of 4cshirgton, .duly commission`4d and [ .orn, rer- s0nal ly appeared l :enn th J Tupper to me known to be t'ie President of Tupper, Inc., the corporation that executed the fet ^egcinr; inst.ru1neot, and ac4,no ledoed the said instru ;;:ent to be the free and voluntary etc*- and deed of said corporation, for the uses and purposes therein 3nentionet4 end on oath stated that he is authorized to execute the said instrument and that the sisal affixed! (if any) is the corporate seal of said corporation rio ar ; �T . fi rid '`o ff_ . hq 5-1 e ii f 1 - r5hinc'7tgn, <residing at Soo; ;one '4IT1 ESS mY hand and official seal hereto affixed the day and year last above •iTitten. • n ri STATE. •t 1 f- � i to - �t�iTE OF :dl1�t�I.�t;Ttht ) I, >�ile� tirr.�er �itied, �, �Iotar� . clUlic� ii; �Tid •fnr~ i,r7e of 1), hi n ton,.,'duly G0.11m i ssl.on8 :and _s00..'rt y •• Co:rnty. of Slokane • ) 'cerc,ify. ':;hat on this. da,y - of �: lcr y rersonaiiV appe;?r'edi be ore •i;ie,. pr "cede; jess?.e,. • r ; ..; , i� iilarrioc! .ror,iatl dealiria st? her ,c�Dar•a..e pr °crner^uy, :.f� r (. l:r�t�r- iri :td ire - Lair ir�eJru,�irs�.l • .lescrioecl iri a.rr_1 �Irr�r �x.::c th'L ��i�,iiifr arld fi`cir60 lztid ..r.r;.rr3.,zlfiec 4 r i -r tl . he t err ,, ses 1 -.t purpose therein mentioned:: under my hand and of'fi cial. the day r,r� ., ` t 3s; t above-. •l ri tt lector ! Public in indit St 14ashin01.Of, rb,]3t1 at STATE t l° WASHIII aT O<i ) i. the un er"s1gnect, ,:3 ; ottc ry Puibl i-c - tn. pail ±or tiic Sta te ss of i`dc , 1.-o tore, dul'/ tomm Ssi' nedz n §',443r del hi2rl?k • Count's f ` Ooka1 ' ) Lert,i y L'7Y.xt (3i'; 'J t i k r 0 1.f . u _ p%?3 ".SOrpailV ap eai"ed' i0fof .e, r ce 3 1 . t a a .f , � mac' i U� a, v...g3,,,i s* wii.z Judith A. s < {,lf�y" , . h0.0aod anU - Dire to:. r �,; tn. - b r a a i r .��,1`+ cE� � ', c �:rll,r.Ti 1,v r .l.� i 1111 l �i 1r�1 �.. „U i . �.._ ? 3 and web ':. c = cu - .t the.. ' 'i ¥' 9th and . forte µpoi ng i nstr :ir. =nt • and 'cki o et 9e4 -th t t' -ey s rived ''he. at,':. its `i, free nd vLIun ii.r'y _ tlnd. de , for 4he uses i ?'fd "?L'i't t ra the rei0 n i6 ed h and• Sind Offit;ial e_1l th€ soar Pubs (-7:" in s STATE OF WASHINGTON ) On this day of 19 hr fore lire, ) ss the undersigned; a Notary Public in. - aid for the 5ti3 .i Count s • 1 • ^ of Spokane Washington, colrrrt,i5sio.ned and s 4�carri, }ersori::. =1 a t �!ar County p )' 9 duly .V p, and , to me known to be Senior Vice President and Trust Real Estate Officer, :respec i;ively; f OLD NATIONAL BANK OF :WASHINGTON, : the corporation that, as Trustee for. Faye S. Ell ;ot, has executed the within and foregoing instrument, and acknowledged the said i uIr irt. to be the free and voluntary act and deed of said corporation, for the uses ald pul >os s therein mentioned and on oath stated that they are authorized to execute the said instrument -t 1 ?,,w,,r' and that the seal affixed : (if an is the. con c+ra seal of said c�i c ,. ti WITNESS my hand: official. seal hereto affixed the day and Year last NL tart' Public in and tor l e ;; 4!ashinoton,-residing at Spo±,,,1, 6' CONCRE - I.E. WI -IERE INDICATED CURB DROP - ., "— - CURE SIDEWALK ON PLANS _ CURB DROP P . \ \ 0 DRIVEWAY W/ !o' CONCRETE SIDEWALK 1 / / CONC RE CURB _ ( \ SWALE DAME TRANSITION) LOW IN SWAL � j / ' DRAINAGE OD N / PLAN / ...... 6 VIEW un LITY AND DRAINS AGE ES WIT. TYPE "13" CONC. CURB lo' CONC. SIDEWALK 11' TRAVELI.IK`(' 11.5` �- ex tSTI NCB ASP (-14.1-T - 4" CLASS B AS P14ALT CEMENT )4AVING 5 3/4% TO (o I /4% ASP CONTENT, ON 4" CPU SHED ROCK TOP COURSE 1N ACCORDANCE W 1 TN W.S.D.O.T. SPECI FICATIONS. I5'_6" 1 I CONC RETF. CURB TOP OF CURB DRAINAGE SWALE 6.67' . 1 w m" "" 4' IM AREAS W lTu SIDE 14 ALK.S 5' DRAIN46 . swALE 5' DIA. UTILITY - AND DRAINAGE EASEMENT UTILITY AND DRAINAGE EASEMENT TEMPORARY ROCK SUMP riTS Tb BE. USED AT END O P STUB ST R>✓ E7.S 1 4W E N T 11 E S T R E E T END OCCURS AZ A N (f.ITER!/ At_ WNI41 WOULD MOT REOUtRE A PERMANET ORAlNA6E StRucTLIU I F Tt1E STREET AS 14 -RE CONS MERV) OR Sot. EN EROSt ON DAM4GIr. WOULD RE ItJA ON ADJACEKIT PRO PERZ . TYPE "B" COLIC_ CURB 1" TO .3" WA51- ED NATLIQA L GQAVEL_ SIDEWALK" EXISTING GROUND CLASS B ASPHALT CEMENT HAVING 5 3 /4.% TO /0'/4`.% ASPI -IALT CONTE111T, ON 4" CRUSHED 12OCK, TOP COURSE IN ACCORDANCE 1,41TR W.S.D.QT SPECIFICAT IOti4S. C N • Op ® c > � r L. O �Q c J LLJ 4 E' 0 4-• v E C0 ct. to i N � co 5 d) • CD 10 0 op 7F 0 t 'Q ® ~ ca 1 52 a W Z SHEET 8 Of 8 JOB No. 84094 WELLESLEY AVE. e 't ADD1T JON 30 TYPE "A" CONC. CURB NEIGUBOI HOOD COLLECTOQ 4OfT TRAVEL. WAY OU ,OFT RIA11T OF M&'Y 25' 18' 2°/* TYPE "A" CONC. CURB NT5 PLAT LINP LATEp BOUNDARY SUMMER FIELD EAST 2" CLASS B AS'Pl4ALT CEMENT I- r -AVING 5 % TO 6 %4 % ASPHALT CONTENT, ON 4" CRUSHED ROCk TOP COURSE (NI ACCORDANCE WIT1-4 b1.S.D.O.T SPECIFICATIONS. 1 8' ES' NTS c 10' TURFED DRAINAGE SWALE LOCAL ACCESS 36 FT TRAVELWAY OW 50 FT RI6UT OF WAY NTS 5' BERM DETAIL NTS NOTE A I (ONE) FOOT N IG L BERM I S TO BE CONSTRUCT AI.OIIV TUE NORTH PLAT BOUNDARIE`_ 01 SUMMERt+ 1E.LD EAST 2M2 ADD I T I O N I4 CONSTRUCT 1' BERM 10' TURFED DRAINAGE SWALE 2" CLASS B ASPI -1ALT CEMENT HAVING 5 TO 61/4% ASPHALT CONTENT, ON 4" CRUSHED ROCk. TOP COURSE IN ACCORDANCE WITH i.1.S.D.O.T. SPECI FI CAT IONS . C-IWE "A" CONC. CURB 2' IN AREAS WITI4OUT SIDEWALKS _ 4` I N AREAS WITu SIDEWALKS I6. 5: CONCRETE 'SIDEWALK. - COHCQETE CURB D2YWELL LOCATION DETAIL NTS 4' UN_I, 2 ESS OTUE4 t'J OTED CURB DROP DETAIL CONCRETE SIDEWALK e • DROP Csle 5' 5' 2% CONCRETE CURB CONCRETE CURB 10' re t� I i �� _ I 1uIILII I -III !I II 1111 CONCRETE CURB SECTION B - N7'S DRIVEWAY DETAIL SECTION C -C NTS SECTION 5' L 4' DRIVEWAY DETAIL SECTION D-D NTS e ms_ SUB GRADE FOR GRASS TURF TO BE 3" BELOW FINISI - 1sD GRADE DRYWELL 2' IL) AREAS Win-KNIT SIDEWALv-S NT5 � I/ B/ WaS rt DRAINAGE SWALE a -A NTS 5 :1 �i 111 TURFED DRAINAGE SWALE 8" ---"'I 5" CONCRETE FOR RESIDENTIAL DRIVEWAY ` - q. DRAINAGE SWALE 5" CONCRETE FOR �- GUTTER. LINE REST DENT' AL DRIVEWAY 5 1 Lu y TURFED DRAINAGE SWALE S TOP OF Cut B GENERAL NOTES 1. All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. 2. The "Sumnerfield East 2'2 Addition Standard Street and Storm Drainage Details" shown on the accompanying plan - sheets shall be considered supplemental to the County Road Standards and are intended to depict special construction details which are required for compliance with the County's "208" program. 3. These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets, Summerfield East 2!3 Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between the Sulnnerfield East 2 Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East 224 Addition Standard Details shall govern. • A Street signs shall be Spokane County S specified in the Manual of Uniform Traffic shall be installed at the i Progress and Brood Ave., and Progress and Crown Av 6' AND DRAINAGE ES MT. 48" SC) TRANSFORMER PAD LOCATION OIJ STREETS WITUOUT SIDE WALKS 6' TRANSITION y'iz' ou CULDESAC'! TRANSFORMER PAD LOCATION 6' TRANSIT ION UTILITY AND DRAINAGE - E.SMT IZ /W SWALE DAM DETAIL NTS FRONT YARD DRAINAGE SWALE NTS tandard and shall be installed as Control Devices. Stop signs ntersections of Wellesley and Progress e. SIDEWALK C 48" SG TRANSFORMER PAD LOCATION ON STREETS W ITN SIDE WALKS NTS BOTTOM OF SWALE RECEIVED MAR 6 1985 C einon�CnN C��;ttL .lt u�.. :2; CONCRETE E SWALE I- Q 0 W a W u1 0 BERM LEGEND: CONSrr�U�?' ?4.99 , 5II R64 BE-11M BROAD AVE. CON'STRucT $1E.% '% BROAD AVE. PLAT BOUMDARY SUMMER; .1 ELI) EAST SEtOND ADD1 T ION uNPI-ATTED 5' NTS Nam: AI (ME) "FOOT N1614 BERM is TO 8E coNSTRUcT ED ALONG 74E NQRTU PL.RT . BOUN DAR1E5 OF PROPOSED .PLAT OF SUMMER FIELD EAST 2 NP APD.ITIOM . 4-6 0 711 .� £, �� `� W C Q 5UMMERF /ELD EAST TH /gD Apo /r/oN BERM DETAIL NOTE : A 1 (ONE) FOOT H /GH BERM /5 TD BE CO/VSTgUCTED ALONG THE NORTH BOUNDARY DE 5UMMEgic/ELP EAST TN /, 9 A0P /T /ON UNPL A TTEP SUMMERFIELD EAST THIRD ADDITION CONSTRUCT 1' BERM EL (95! only oiA e LEGEND DESCR /PT /ON ORA /A/AGE FLO I4//D /RE CT/OW DRYWELL TYPE A DRYWELL TYPE $ S /DEWALK /NZETS/CUR.BDROPS ROCK SUMP' CO,/TOUR' /NTERV,4L .50/L5 GROUP CONSTRUCT ,BERM PER BERM PETA /L ALONG NORTH BORY OF SG//VIMERE7EL O 3- REMOVE EX /5T /N6 L5ER7VI ALONG EAST 00R y OF SUMMERF /ELP 12 r NOR'T14 BOR y. OF 5 /MMERF /ELI 2 � o4. < IS 4 r ... CL 104 i[,(l L. 1 ^N CUCLID EX/.5774/8 PRPOP9 5ED HY .ii K9 149 IA 26 NOR TI TWP 26 MT= .sat e; ; tvntraw RETA /N EX /ST /NG BERM ,gEnKo vE EX/5T /iv6 3EiPm LYA If/C weLLE5L eY WAi A5N CT s)MMEI 7 LD CONS7"el./cT BE/ /v1 Cry S�. .VtMER r. 9ta. . THE � PCrR gg M i tS EQ ;.K SUPERIOR REPROGRAPHICS TB -344 / 06 • CURE 1 • 1 9861 9 NVW 03A133321 DRAUN46E. SI4ALE 5'D1A TYPE "B" CONC. CURB UTILITY AND DRAINAGE \� EASEM ENT It) BE USED AT FAO O P STUB STRSETS I44EN THE STREET END O CG URS AT A N INTERVAL I,tl- IIC.I.I WOULD NoT REC3Ut2E E Q pQMANET ORAiNA6G STRuCtLIRE iF Twe_ slam AS a ul -loLe- w�R� CONS IDE1261) OR k11- EU � _ROSI Oty DAM4&E. WOULD BE IIJAGCEPTA$LE ON ADJACENT PROPERZtE.S. • 1" TO 3" WASWED NATURAL GRAVEL_ TEMPORARY ROCK SUMP SIDEWALK TYPE "B" CONC_ CURB 11` TRAVE L WAY 15' t_X►STING GROUND 10/1/1 PLAT BOUNDARY SUMME ?FIELD T EAS 2 K° ADDITION T TRAVELWAY 11.5' rcr azzlirraSI S 1 NCB AS1��iAL�(' 4" CLASS B ASPI -ALT CEMENT HAVING 5 3/4 % TO to 1 /4 °/o ASP1-IALT CONTENT, ON 4" CRUSHED ROCK TOP COLIPSE IN ACCORDANCE WIT4-4 W.S.D.O.T. SPECiFtCATIONS. PROGRESS ROAD NTS 4" CLASS S ASPHALT CEMENT HAVING 5 3 /4% TO 61/4% ASPI -IALT CONTENT, ON 4" CRUST - TED ROCK TOP COURSE (N W ACCORDANCE W lTtd .S.D.O T SPECIFICATIONS. TYPE "A" CONC. CURB NEIGuPORI OOD COLLECTOQ 40fT TRAVEL WARY ON too n RIUNT OF MAY NTS BERM DETAIL NTS GU NOTE: A 1 (ONE) FOOT NI BERM 15 TO BE CONSTRUCTED ALOV.1G Tt. E NORTi4 PLAT BOUNDARYE OF SUMMERF1ELt) EAST 2 " - -° ADDITION 6 10' TURFED DRAINAGE SWALE CONSTRUCT 1' BERM 2" CLASS B ASPWALT CEMENT I- IAV(t�{G� 5 % TO (Y4 % ASPWALT CONTENT, ON 4-" CRUSHED ROC L. TOP COURSE (NI ACCORDANCE WIT I4 SPECIFICATIONS. 2" CLASS 8 ASPHALT CEMENT HAVING 5 TO 61/4%, ASPHALT CONTENT ON 4" CRUSHED ROC IC. TOP COURSE 1i.1 ACCORDANCE W ( T1 \4.S.D.O.T. SPECIFICATIONS. CONCRETE CURB SIDEWALK CONCRETE SIDEWALK- CONCRETE CURB DRAINAGE SWALE 6.67' --' CONCRETE SIDEWALK. DROP 7 .5: CONCRETE CURB DRIVEWAY DETAIL SECTION C -C _ SECTION A -A N'S GRADE FOR GRASS TURF TO BE 3" BELDA FINISUED GRADE DRYWELL 2' IN AREAS W1TI -1OUT SIDEWALKS 4' 1M AREAS W lT1l SIDE WALLS ,� - GUTTER. LINE 5" CONCRETE FOR RESIDENTIAL DRIVEWAY `-et Di?•AINAGE SWALE TURFED DRAINAGE SWALE 1. All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. 2. The "Sumnerfield East 2nd Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental to the County Road Standards and are intended to depict special, construction details which are required for compliance with the County's "208" program. 3. These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets, Summerfield East 2911 Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and y used together. Anything appearing as a requirement of any of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict .between the Sunmerfield East 2 Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East 2nd Addition Standard Detaiis shall govern. 4. A Street signs shall be Spokane County Standard and shall be installed as specified in the Manual of Uniform Traffic Control Devices. Stop signs shall be installed at the intersections of Wellesley and, Progress, Progress and Broad Ave., and Progress and Crown Ave. 6' UTILITY / AND DRAINAiE ES MT. 1192 ON 2. CULDESAc5 L48 "SQ TRANSFORMER PAD SWALE DAM DETAIL CURB DROP " —" 1 Ik I � �. C SIDE WALK \ I DRIVEWAY W/ 1dJ RE INDICATED ON PLANS E �' CONCRETE / \ 1 SIDE WALK B __ \ CURB DROP - .� \ � � 1 CONCRE CURB 1 I SWALE DAM / TRANSITION � I •� E� LOW 1N SWAL � 1 DRAINAGE ' / J PLAN VIEW B A — D _ .c — FRONT YARD DRAINAGE SWALE GENERAL NOTES TRANSITION SIDE WALK 48" SQ TRANSFORMER PAD CONCRETE CUR6 SWALE SUPERIOR REPROGRAPHICS TB•344 1- 0 >- to 0 0 W W 0 0 u Z 3 z W 0 0 0 Q 0 m W 0 0 z z W 0 W N z 0 Q Z 0 N Z n O m 0 m ti Z 204 20 LEFT GL1 R iO. 2040 20 Abadan in,. 888 -448 5 -83 ADJUST NN L1 b ON WAT .12 VAULT SIDEWAL ECR 33.43 M CRZ SC32 33.47 70.00 ECZ. 33. 43 M C.IL 33. Coto BGR 141.4EELL.UA1CZ RAMP TELEPI- iol -1E R156. . EGR. 34a.So MGR. 3!0.95 BUZ. 61.59 EGR Co .7 MGQ 37. o2. 3CR / 37.24 30' J 2z GUY POLE f E7- % J■ SIREN POLE � - C1 � TELEPNONE RISE/a. STOP SIGN, 0 +0 tU � �- � 7 tn= JO 4 113 ,00 zz COUNTY OATUt• IBM- RR. @ S.I. PROGRESS TBM -R. R. SPIKE IN P.P. 4 WELLESLEY ELEV= 2031.04 1. 194 CORNER EVERGREEN WELLESLEY LEV. = 2023.75 156.79 70.00 • - � - - :i ..1■i4111Lr 33v1wR.ala >•U11111A1 0.3 0fi O +.015.7S 0 CURB • RETURN A =8 R= Z0.00 L= 31.29 T= 19.97 c/ 28.19 EGR 0 0 0 3 2 Z DRAINAGE SWALE COMST CURB INLET STA..24.15 O re m NN CL1RB RETURN .A = q0 °00'00" R= 20.00 L= 31.42 - T• zo.o0 C= 28.28 INSTALL SIGN SEE NOTE SI- IEET EXISTING ASP1.aALT 3 1 co -1-00 u > � 0 :7 0 0 0 c co CO 2 5:60 0 4 +01.38 03 eta oi <1 CURB) RETURN 6,° 90 R 20.00 L:51.42 T • 20.00 C. 28.28 10 33.90 70.00 5 SUMMERFItLD EAS1 SECOND ADD IT 10 N 80.00 IA PROGFESS 011) N 0 Al 1100 °25`ig "E - 1.00310 5 DR.A1 NAGE SWALE 80.00 COK1ST. CURB 1WLET STq.7 +5io DEVELOPERS PkiNIR AL DATE 80.00 ROAD o e + a N 8 5 80.00 0 0 0 9 l0 (\3 CO CA bg 4' TO 4 - 80.00 0 STREET: 50'vc. : CONST. TYPE "B't ORY� ELL t.4/ GRATE ' FRAME TYPE 3 80.00 PROJECT TITLE SUMMERF! ELD EAST 2 ND ' ADD. PROGRESS ROAD WELLESLY 4.Y ENUE TO ST11s 13157.68 Al - .�.?Cya1(a.34. c .. . 50 V cr . O 4 or 0 0 ON 10 vC SEC. 35, T. 2.6 N., R.44 E.W.M. 80.00 2 TO•{' • RA.IE p E.4,.Ev = • • ST73i �t 0.0.320 V18 Ift z .0 i CURB RETURN L1=83 R= 20.00 L= 29.09 T= 17.80 0- 26.5' I 0 t I 2 2. L& 2 V 40 WuE.ELC1.1A11Z RAMP 12 +64.38 t,0023O 0 cA m 13 1'S REVISION Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535 -1410 • 99202 RECEIVED MAR 6 1985 Cc :r.ty "sneering Y a 0 oo CURB RETURN L1= 98° 1!o' 44 " R= 20.00 L= 34.31 T= 23.12 G= 30.25 EXISTIN RW TBM- R.R. SPIKg IN FENCE. POST STA 13 +29 30' R.T. ELEV = 2039.SS DATE SCALE HORZ: I "' VERT: 1 °•10' DRAWN 4 2i ) b) CHECKED 6 C DATE 1 -18-85 LEGEND; 74.99 DELETE BERM PROM TI-1E EAST t3OUNDAZ\1 OF SIMMER I�- EAST ( ADD. AS NOTED ON S1.1EET (o OF 13 SUMMERFIELD EAST 1.-11.1")D. IN BERM DETAIL CONSTRUCT BERM PER BERM ALONG NORTH BOUNDARIES OF SUMMERFIELD EAST 15T ADD. AND PROPOSED SUMMERFIELD EAST Zi? ADDITION . MERFIE LD EAT2 "-- °! =.DD. i 5 BROAD AVE BROAD A\/E. SCALE : I" = 100 PLAT uNPLATTED epouNDARY SLIMMERFIELP) t 5) CAST SECOND ADDITION EXIST 11 GROUND 1 BERM DETAIL NTS NOTE: A 1 Cc E) FOOT N Iii BERM IS TO Be. cotasTRi CT ED ALONG T4E. NO<:ZnA PLAT BOUNDARIES OF PROPOSED PLAT OF SUMMERFIELD EAST 2NP ADD ITIOI�I CONSTRUCT V BEtZM 111 74.99 DETAIL, BROAD AVE. W2LLESL. E`' AVS BROAD AVE. PLAT uNPLATTED souKIDARY SUMMERPI ELD 5' EAST SECOND ADDITION t BERM DETAIL HTS NOTE: A 1 (c4) FOOT N (644 BERM IS TO Be. cONSTtZ4c[ ED ALONG Toe. Norm PLAT BOUNDARIES OF PROPOSED PLAT OF SUMMERFIELD EAST 2 'LP ADDITION 1 1 2 y CoMSTRUCT BERM 4 LEGEND: r I (� �� 1 1 l` �1'- - 1- 1 ST K ,t_1 \ IL �_IJ i I 1 /-N1J DeLETE E El2M FROM THE EAST BOUNDA2Nl OV SUMMERI✓11..LD EAST I ADD. AS NOTED ON S1. EET !n OF 13 SUMME1ZF1ELD EAST i pOD. N BERM e— CONSTRUCT BERM PER BERM ALONG NORTH BOUNDARIES AND PROPOSED SUMMERFIELD EAST CI N 77°24'51" C2 N 58°04'41" C3 N 70 C4 N 12 C5 S 38 C6 S 21°33'50" C7 S 44°45'40" C8 S 45°1420" C9 Varies CIO Varies C11 S 45°14'20" C12 N 60°5806" C13 S 11°05'46" C14 N 45°14'20" C15 N 20°02'58" C16. N 50°19'07" C17 N 40°50'44" C18 S 63°16'28" C19 N 67°38'50" C20 N 22°49'50" C21 N 03°21'13" C22 N 42°08'37" C23 N 05°29'34" C24 S 37°37'58" /N Lo 0 * if') N 0 N/ d' ---- cw6 v o z 1\00 Chord Bearing w w E E w w E w E w w E E 1.1 w E . D. - T-u ''D` o o CURVE INFORMATION Chord Delta Radius Arc 157.34 93.23 247.25 195.51 144.91 110.53 28.37 28.19 21.16 28.28 42.29 16.34 17.50 28.19 25.39 30.60 26.38 28.29 22.87 22.87 20.81 29.57 34.77 23.63 0,135 0 w cv DRNG --85.65 BROAD //, /35 0 125.00 125.00 125.00 125.00 125.00 125.00 13 0 0 0,000 0 N89°34' 41" lk 125.00 1 -80.00 -14-7_ 8 UT/L. ESM7: w 13 PN89°34' 41°W 1 132.15 1 2 Lc) 215 °.° N .5 89 /°: 3 5 4 2 ° ' 4.1.W 1 (r) 1, 4 135.00 0 3 >, o o • o m /0,800 0 • co 1 N89°34' 41"W 1 1 135.00 1 o c• o o 4 0 • it, 10,800 0 c 1 N 89° 34' 41" 1 /0,930 0 135.00 135.00 - c'' - 95.00 - 135.00 2 10,579 4 /0,800 0 1 N89°34' 41"W 1 300042,56.0 .. 0 0 \ ei 121.43 ,, N81 0 3'265?- 87 . \ 93 . 75 2 C) c) 8 /0 2 ki. ,.. F. i -, ,• .-, - 0 cki , 00 0 0 0 - cal Z Z - 85. n 00 N 0 0 o 0 0 85.00 Fnd. RR Spike o ° o m o 0 1 0 0 w 0 o ( "I Fr' 0 Summerfield East ist Add. 119.95 -- 024019139h1 373.36 158.53 014 42" 373.36 93.48 038°40'21" 373.36 252.00 024°19'39" 463.94 196.99 009°53'49" 839.98 145.09 043°14' 20" 150.00 113.20 090°21'59" 20.00 31.54 089°38' 01" 20.00 31.29 063 04" 20.00 22.30 090000b0011 20.00 31.42 0 30.00 46.93 048° 14' 10" 20.00 16.84 051 54' 03" 20.00 18.12 089 38' 01" 20.00 31.29 078 48' 42" 20.00 27.51 099° 47' 35" 20.00 34.83 082°32' 07" 20.00 28.81 090 02" 20 31.42 044°49'00" 30.00 23.47 044' 49' 00" 30.00 006°49'07" 175.00 002° 04' 46" 814.98 040°41'39" 50.00 001°33' 55" 864.98 16' WIDE EASEMENT FOR WATER MAIN Lu .. 1-- o \I I 0 13 to c 4 , ino N 0 /1,889 0 0 -*K 6' WIDE 0 0 6 c‘i /1,250 0 w 0 m ? 0 0 z 85.65 w 0 (1) 0 0 0 0 / -6 WOE 0 Al 0 5 5 O. Z 4-85.65- ° 8 0 /1,135 4 - 80.00 - 0 I 0 0 6 /42000 sh --I S I/4 COR SEC. 35-26 1 Fnd. Wire in 2 Pipe in / Mon. Case R.P's as per - 0 ro w = 0 Fr) 0 0 0 0 z 5 t13 -75 188.96 OLYMPIC 93.75 93.75 DRAINAGE 8 Lu UT/L/TY r6 0 0 0 2 0 cki /1,250 0 93.75 0 0 0 z S 89°5& 89° 56' 40' E -- 80.00 -- 0 0 9 / 1,200 0 w Fr) 0 , WOE p( 80.00 0 WELLESLEY 23.47 20.83 29.58 35.51 23.63 /1,59/ 0 v■L 5 " 3 0 / 1,250 0 BLOCK 93.75 00 ' w 8 0 0 0 /1,200 0 0 0 0 DPA/NAGE 80 00 /6,397 4 8 w 0 m 0 0 0 z N 89° 56' 40" ty 375 . 09 Tangent 80.48 46.98 131.01 100.00 72.73 59.45 20.13 19.87, 12.47 20.00 29.81 8.95 9.73 19.87 1 23.75 17.55 20.01 12.37 12.37 10.43 14.79 18.54 11.82 7 , - 1 115', / l''4'', 12? ) 1 ....---,. \ ./\ \\ }-- .. ■ /N ------\ - l 7 K./ 8 \ 1,1 -r 342.67 \ N89°56' 40"W 494.08 -80.00-- WIDE DRNG w O 7 c‘i O 11,200 02 8 7 - 80.00 UNPLATTED ID N:. 6 ' \- 01 6 c/ 0 w 0 N , 0 N 4 , , In Fn • /1,368 4' 0 c 10,0174 h 0 w c)-' o - WIDE Z DRAINAGE Z 0 C,..*; --80.00-- --BO:00-- '0 i Lo 353.10 cv © N89°56' 40" W 542.06 AVENUE in N 94.60 EASEMENT - - cr 0 , 0 4 0 .6. 0 ('J /4306 Or c‘i( o ELEVEN o 0 / r---4 0 7 85.72 I N1r- ( Z/ LOT 2, BLOCK 14 '? I' WIDE STRIP C) o ‘Q 6 , el` '9 OA. 0 z 0 w 0' CV AVENUE 6 11,200 0 0 EASEMENT\ 80.00 * • N8 9°5 6 660.44 690.25 N 8c;'" 40" W 2638.43 Th ft ECE IVE JAN 8 19as SPORANE COUNlY PLANING DEPARTMENT Inland Pacific Engineering Company South 25 Altamont Spokane,Washington 509 535-1410 99202 co l 5 /0,526 N89°34 41'W (.1 N83°0 1 80 ..57 25.00 1.--•, , s2 5 /416 :82° 24::::'1,41 7: . 96 0 25 o m 128.67 1 2 to 0 2 0 0 ..0 -4 /4963 0 7 8 UTILITY ESM - 103.38- --,., ,0 , 1 • L c - 1 . ) i ; , 0 104.87 5 •71- /1,29/ 4 cu 0 ,o 0 0 UJ 0 0 4 tO 0/0 /2,582m -0 BLOCK `4) TWELVE - 70.00 - 155.63 AVENUE 0 to 0 C I I E r-, \ /IC" I ( - ) N1 I L..' V I..) ■..' I 135.00 I0 //,978 4 /2 1 BROAD CO N8°34' 41"W 195.00 0 N AVENUE c/ /- C11 SUMMERFIELD E 0 0 0 0 30' 1 Li BEING A SUBDIVISION 0' 0 z 30' 0 ' P.I. - STA. 23+33.50 (146 Fnd. #4 Rebar (Record Spike) Set Tack w/ Tag #18091 in Old Blaze in 26 Pine, N 13°E, 53.73' (Record 24", N 7°31'E, 53 65') P.C. STA. 22' 28.9 Fnd. 60d Spike LEGEND • Fnd Monuments (1 /2" ret).&r v. 1 ow oleistic cap "MOOPE 18091, p final .plat of SUMMERFEELD EAST FIRST ADDI- TION, unless otherwise noted) • Set 1/2" rehor wlyellow plastic cap 1100RE12;)91- at an e Points in boundar y ® set 1 /2 h reba.r low :plastic cap 'MOOR' 18091" as 'centerl in .monuments.. after installation of improvements Set 1/2" rebar w/Yel low plastic cap "MOORE. 18091" at all lot, corners • NOTL : The Pas s Bea ri ngS. for this .511ar IS t1 Pearl nu system Of the fi 6b1 bt of: EAST. 1323 23 1 -7 I ri T_ A rIril L.- 1 1 1 1 NJ 9 10 11 12 13 17 112' 25 RADIAL SLAP 1111,', • 19" E N ? N 1 i ' 511 E Nv 11 il64W0"E. ri 56'12 1 31 ..r32'111.'L TO'31 ,1,•• • 11 52°57 1 1.2"E N 71315 ' 0154 719"E 11 53"W1'59"E. S 62'2/1 2632'15"IN 63'56 41 "'45 0/53'12"E. N 18'16 S S 1:1,3'02'129'E 10'12'55'E 63 Set RR Spike at int. of of Progress and Section Line 0 43-7 51-61) Frol /2" Pipe C I.P. STA. 0 Set :Is 1/16 C°1- (2 PROGRESS RD. (146 Fnd -4 Rebar C13 f Section Line - 44 SE COR SEC 35 Fnd Brlss Cop !n Fn nd R 2 1 Der Sumrnerfed East .1 Add IN THE SE 1/4 OF SECTION 35, T.26 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JANUARY 1985 T1•PP4r , s • - • • , Subject .te speti fIc app) aproval anosa6ce. of , ;)er.111 - fts • ••:.•• • the us0. of . udv1dudi • on-- s te seWg,e ?111 a be ILt(t i - y• •• •• . • approved and required by the . ..goVern I murl4:jp11)ty ( hal,• ••• ,..)rOperty •:,heOpefs or `',' ..4..:4 to the to . their Det)tfon • for •thiS .fOrr, a by.• ;Tle.tbod L-6r • • r)( , j Iii ._h Oetjtion lnclUdes nelUdes. and .Suc e10-e)-)t - Owners lir " ..).rOnert:y fthe b r nbe ojeot by- t,hv. of a ••protest foof ft)r4aton a. •tt resol ivn , ),et.n6d• • ouruar.t.tO'RCW .Chapter c34•• wtj ch i :the' . ...Property- • c.''RbVIDE.'„).• •con'-'r • , 4 On .cessors frpq ObJect4pn as sessi (S.." • re51.14± ▪ 'aon:u:rct' 6f- by • eithr, ion ec ti on H..1rt ha n±P r • 3i:: . 1 i • • • • • -• J. • • • • ,• :„§ni 17)e dp..1 :for • corn -to CL)0 "TALIA •KNO W W Lt. METJHESE RESNTS that•TI)PPER a•Wash'in;'TtOnccrpor,: • and'i... .'and wife; "and , a ! deall )14. • • 1,0 her separate. propertyi. NATI.ONAt Of natjonl bankin4 aS. Trustee' for. •Faye •E1119t.t, have C"di '.:ed to bC. :b1 1I( • aTor kS - and . • . • tree„tS • shoWn•.teti'eCo (o bes known s&!:• ANJ1,7j.ON be i of the Southeast Quartr ...26 Coo qtysof Stte • ald • be. ihq 'ftiOr pa itj ▪ y bed f o Loi4s:• „ • • Ard.;theyda••1 cied . oi„.•-o I it, use forever treet ::••• • w 4er tr -Of of. • • , .,"....POad.,••••••Ldt' . 2 Flock 14-,'' fPbt str0 -ThOfl •• 16 ' Oqdi.c.a t tec •rta'rI at r •ip.:a•••the road is ri • ..2f• 1 a.rd s . ,- .21.att - Ai.•: • ..Ajj vo•Way 1' ;hp nal 1 floc'r a."4 • o . f . 41).d i v tO WE es1 e • /...vunu0. 'Orbc ort • - • • _ . . „. . . . . .the• f-e • dj..str.ic ate „...t suP0116r s at .. . . • ce • t • . - ot • a ie, bf • dse • 0 . • WaleT H serviLe fDr this• tr6•Cpc Syste„.01an..for County., • ▪ • • NO Tpore thw, dwelling' ttruture shall be aced -t ncir . . further sul f Or the purps5:: of creatjrg lots fno ili a rt:plat„- . . Eaeiflent$•• fordl-A1; a ge \red -pvc ▪ ••f (4ot c'f • •• • and . : : ::6)1€.4'; the rear. five • no 'st.rijctore • .4 i•• •or:„0ther s 11 . ced. • Lte. • • ••• • Ilay : chane ..,the • dl rec of '. dr nagc • obtructs:0... 1:.hH flow of.:Watr eas 15 nt••• 13f e a c.h '1 ▪ : - • •• • . • • . . . • _ , . A. s',..1-foot tide it and,.dru . • • lot lines... fori of osAal , 4i-a ▪ 1 a nage facj t 3 f riinoff • •'•!•!, 1 • itY• 'and dra • =lir hereby te•as • • .1 P:rogres Rpad.an0 • •s•inress t6 i wy, . • The .prOpertyowner ..Shal 1 - ma ln i u t 1 ity • and dr' easert a perv • -, 1 cOvr of• 1 aWn turl, Wir ,. opt jo141 , Sh u06er..y. • ;"i•Ildfor".tees ;'• the • f I 00„. and p ento 1 at on Of: dr i nae• •Water t.he • drain4ge„ r qrade uf adjacent S.Jn Interest ,ati6h- • *- • * . , ,•• • • • „ • . • • • • • • • _ . . • . • . ••••• S: • ,.• • .., • • ,.••• • • p o no ttp fe. 017.-•$5 per • lbt paya to Spoane Co oty r Pk an -6creation, Department and a • no tre toc of tc t Val ey School DiStr it No b1 shal 1 • be • (wlr L and .c ected • Ly tre '7 • 81.111dJnO. Codes Department In addi t ion . .to•-••••0y,••••otbr of said. deo • • .,"issi.„1nce.„of 04111 1r10 :any 5pbJect'.tC) a nne' .porent arrign • 1rcT6ase yeai - t'he final t• of County • Comoisjonef's F • • • wide Water, ,itlath. ',I 9,••b1ock.'10;..4s"•.orfiereoh. Is ey , purveyo, FINAL PLAT OF ST SECOND ADDITION , - Contanng 17.5 Aces rore or IN YIITHs the said •owners tlave hereurto 19 , A. RutleH. IpenlOr rres;a ent DEDICATION NATIONAL • 1 . • d4Y .• • • • • • ••••.."' :.•• ••• • • • ▪ n(3 at tijc 50!..ttheas.t E. Firt Adstion, as Oer- P»41 the! c/ . • A0ito17,':s.,,Offjce n0rtrpr'lyt ilng t ii i$ter I v holAhdarY of . 'Sail - 1 :Addition te following.," -- el ovetv" (1..1 03 21)' . j stnt di5tOnCeOf f tqe,t ; . ▪ - of ' (5.1-:.N.Oo ':)19E.;:' a d tafitt -of 56o pi fsp. . . ' .16 .N.R9'56' -a 4i stnce: Of 375.9:fiaet ) • 0 di%tlicel of•120'.0fl ) 4..32: 32 ' 5 41 1, 9 ) op03J 20"1 -1..-:e di tt Of ,.0O • distance _of 36.43 feet (Ii.)'tt,1°5530"W, A dirstante- • to te cbl7nr.of totI;',BAOck said thk;Ict '-'1!;1-nc1? • of 74 stance of. 2/11_ S'...7.0'.53:1J"E a . 41 - ta , :lce' ef i4 - s t.no r 32 f,e-e'„t;..'''tjler„.c • . distnce. of ..;312.'84 of the 50000 font Wide..tranmi EaeTTlent Deed d 0309A'.thenroS 4-3'1 1 00 1 ' 1 oP1 01' a56:,15. fo:(.A to ,the- f)oqres': 1-Pad, ow-exlsts 5O.30-•feet Jr vizith'.; 5.. • • ,• 0 f.:1322, 2 foet.ti. eY_1s1t tiretN.5'0"W, alo;ng said nortbr119.:mrtliqA:dist'ahb of • ti6G 44 feet„. to the-point, of .1)::31 nh _ • KR* .WRV.E Y OP . . , This. Tap correctly rePreehts a survey mde•.hv.ife or undei- 'mv drctn n con. formahce wth the requirement5,0f the Spokane Cdnty-SUbds Examined and approved this day of =xamined and approved this . • COUNTY PLANNING rii". PARTW EAmined and approved this . day of !xawined • . COUT,Y . . a Ild• apprc,vd thi i ot • • . ' • • • 4tHbF wAti • atatIMIPSNISI. Patrick . Cetiff‘cate 1, COUNTY . UT IL ITIES DFPARTMF 1 . ..14tmiTtl"t , s. : • Y • Di rcto*, .t"•t!•rty. • P inq „Dec LUNTY. •"Exr.0 ned an d aproved this day •• A ••..- • •• • • 01.1.1ir*.. .COMM:SSIC1,-r • no0 ard: accepted „ .tv 'Cff Washinton on th • • ••• day st • • .• . • • .• . • •• , • ' • (Ja,11"m0•., • ;pt 4, •• _ . •.(:060Y TWLASAER • • I • .1c):: heret)Y certi that all, • tas• ut • ;:lonst land-Shon witnJn this 0,ap tIve • ' - • • ACK4OWLEDGT ',1A5111Tal ) On 5j y 0, _ , S Mt. County of Soane St.-?te of '',,asllinqton, • . • sonally-. appeared . i.ennei; • - President of opper,' nc. ; tlle corporatjun e and...aci;.nowleddd the 5ai0 instri4mf:n to:be-the rl- c 000f the ues and' p.Urpcit 75t4 that he is: authorized.,,ti execute thE said "1. t' anY) the coPor ate ''S'el - c6:r'poratio.(1., . • • . .... • • • • • • W IT NESS 1atld'. and bffi cirAT $e'a I hg t. aftxed th :da• dnd I described in and - 4110:execute forecoin a married wowan dealin9 in 1 ty of Spok,ane :' ctrt this - - • ourros theren mentioned, • . GIVEY, under roy htid and ttie day yer last TATE OF th tleers:i " f404 that she si.uned, e a o4 - tbe , • • : 19 ,, - • ) a* nton, duly • . .•.. Notary and. • - • • STATE- OF: ) = , the undersiTWcl, a .0tjti7 In and fbr • 1 Ss of 's$4c-'r1 6c C(1ntY - of SPokane ) that op th.s - Q1' . - . • _ ,..prSonaliVanPr',)rebefOe •u,„er tl.1 Butler, 66s5f and wf.fe,: to kr Nh - to te the if!dividutals escribed in • and: 'Ath0 xecil ted the with i 11 and jore instruent ind a c*tt egd.-_tpat they signd' thesame as thei r free and v5T,lunary4t arxl 1h0 us ( - af'd r„;fltosti therein- mntioned. G144l under fily hanc and 'officil . 5e1i1 the year last 4pove :Iritto„, • p Washinct& " ? • :k.: ,- - - dify•• ?:-.,- , ... !:•- .....,r ,,,..-:.,.. • • :,.. . ' ' '.•_•..'".....••• ,..:,...:•••••••••••• •• ''•'„•••• .'.....''),•.„F,5 ...-tiw. ,..nd.::.,H..ned. .i_.,, t. .. , County .Of :„S pb k ne... ... ••• ...).„.... ••••'- '' • •••..w hlij91 PH . :'„iu - -i '. .: '',,......!.,,,.',.: , .., , ,i . .iii; , , , .. , ( - .. , -.•- .- f , • • 7 ' " • ? . .... . . , • . . • t it? to DO Sen i or VI • 'r • • 1) NA ILJNAL: bAR trTe cc,c)Dat7:: • has xecutf.: tne wi thin • d! foref.:,oln • • • • .to be • thc free .and• .•3d de of i r 1 r s•es:Safld ••••• ad •• • oa th?7 r ri :zed. • e•K,eC t.E a i . • • nstrufl'ent and tat th seaT• my hiOd and Heri'Jt,64f • . . •-••• • • •• o••o! • • . . „„, SUMMERFIELD EAST SECOND ADDITION s S_Er AvE. DRA /A/,4 GE FL 0 w /D /Re CT /ON . - --► DRYWELL TYP! A 0 • A DRY WVELL TYPE 3 ® • & i /t7L WAG/( INL 1715 /CURA3 ,DROPS 1 RO CK SUMP r:77 Cat/roue' /4/TERY�4t G m B zo28 -- SD /L 5 GROUP C Q 9 =_ _ 1? - -- PROJECT SITS . .. ,,,,•:-- 7� zuervo � ti•y it A Igh . } Sdroe CC > chao , c.$ .9(1277 7 117 /2 REMOVE EX /S T /Al a 55A2A1 14 /3 WA 6A S// CT 1 L YM P /G AV fit/ Of SHEET OF JOB No 84094 SUPERIOR REPROGRAPHICS TB -344 0 uo v o z Q W Z . 0 z 0 r N 0 0 a r 0 u- 0 W A. zz z c0 2030 [ FT CURE 2030 EX)ST- AbOl inc. 888 -448 5 -83 COUNTY DATUM TBM- R.R. SPIKE 114 P.P. W CORNER EVERGREEN N E. LLESLEY LEV= 202,3 75 . EX(ST.1l\tG .c.vRAEM 12 12 *840 3 OD f N 4 N co .4. N 3 to 0 a Q 13 10 80.00 p N z0 ci N N • CONS INLET A. J 1•1 89° 56' 40" 14 INLET STA. I3+ 97 -.0049G N 0 1 m d oi CO 0 9 ORYWELLLYW/ "B" METAL FRAME 4 GRATE TYPE 3 W ELLESLEY A I..4UE EX157fNGASPHALT 14 O • -• I00 VC +.00880 Q' 0 N 0 . -t.00 N N a 8 80.00 TOP: GIZA:TE, ELEV:= 2041.40 STA.,.." 113 PO 15 4 01 to w 0 N 0 SUMMERFIELD EAST SECOND ADDITION N 0 10' DRAINAGE $WALE 80.00 CONST. CURB INLET STA. 14,+4e1 oo :180 1G CONST. TYPE "B" DRYWELL W/ e METAL FRAME GRAT.E TYPE 3 6 80.0 0 S 3 N N 0 3 N N SEC. 2 ,T25N.,R.44E.l.J.M. TOP G:R.A,T.E ELEV. = .2027 4(1, b114,..= 1 la + lad? 17 ? 0.00 Gi 0 fi 4.0OQ,4,0 0 N 0 cA. l$ 155. (o 3 to ECR 3 31.08 MC2 30. BCR 30.0 SEC. 35 T. 26 N. R. 44 E . W. f �l.— WHEELCIAAIr2. RAMP., 0 1g O ol O 0 N 1 35' 28' N � N V1 N N RETURN A= 8ct° 38' 01" R= 20.00 L,= 3 1.2c1 T= 19.87 C= 28.19 19«74,.25 20 6x6 -10/10 MESH I N BASE -- m 4 ". BROOM FINISH PLAN 33 END ELEVATION 0' 0' M 4 #4 BARS 8" O,C.E,W, IN TOPS CURB 1 NLET DETAIL. NTS 11" SIDE ELEVATION NOTE% SIDEWALK AND CURB CONST. 5' EITI.IER SIDE OF CURB IN LET SHALL BE COMPLETED AFTER 1NSTALLATIOAt OF CURB INLET IS COMPLETE. W I- a c W o 0 N J N F- 4 CC Q U 0 W 2 > C 0 O CO 0) N E O c a) 2 C c O O a • � C LLi �+- 4O ▪ CN C c0O SHEET NO. t OF 8 PROJECT NO. 8409 4 } a 0 0 z } co 0 N 0 z N • ............................. r 2030 LE .FT c.0 e 2020 203 202 203 RIGHT CURB aoa A bQclan 888 -448 5 -83 ! 'T / A 1 - f1 COUNTY DATA TBM R.R. SPIKE. 1N P.R SW CORNER EVERGREEAA W ELLS S LEY( E.LEV = 2023."IS A5 -1 �iRPlr -.O 1080 AS- BU1LY GRAtD - 01..1.24 CONST. CURB A ROP STA 13+29 13 +22.55 CANST CURB OROP 5 13 N co 0 Y 4 a 0 10 a CL 18 EDGE EXIST. ASP1aALT 85. (,5 80.00 - 01.00.0 - .00947 - .00:980 CON5T GUREI SO'-10 "OAP DROP STA. 14+08 LE 0 = 22.91 14- DROP 14+00 ORD 5 ?a. 14+: 2 89° 56 40 W 14 80.00 CONST. TYPE "B" DRYNELL 1N1/ METAL FRAME S. GRAZE TYPE 3 o N U s 111 k °p o, ITN N 0 17 CONST. CURS pROP STA.14+7 85.(05 Tt� P 'GRATE ELEV= 2024:90 STA= SUMMERFIELD EAST SECOND ADDITION 100' VC n t• SUMMERFIELD EAST SECOND ADDITION N 9 U1 .N. tr to ui 100' VC e- m 100' VG CONST. TYPE "13" DRYWE L W /METAL FR E GRATE 0 ./ 85.65 ROAD AVENUE 80.00 CONST. YPE "g" DRY W ELL W /MerAL FRAME 4 GR ATL TYPE: 3 8 16 co N 02 t*f T °144- °1.4 7Q GRACE E.LE:II = 2424• .91 TOP :GRATA E LE. V= 242;4.91 S TA=. V4480 15 10' DRAINAGE SW 80.00 7 1 (0 fo 84.88 4.9118.6 +.01186 .011 14 105.13 CURB RETURN L.89°3801" R. 20.00 L= 31.29 T. 19.87 C= 28.19 EC E 29.74 MGR 29.3(0 SCR 28.99 C,..-- CONST. CU OR.OP STA .16.1-4,5 \7 COt3ST. CURS DROP STA. 16 +40 80.00 10' DRAINAGE SWA.LE 6 17 47.73 - RE 5 L.6.8 R. 20.00 L =23.91 T= 13./02 C= 22.51 rn N O 4 ....00 .. 1- • N CO ■ lV t8 ; 16.63 00 0 18 >o� w ra- w in N 0 _ 0 O Z 50' IS o) • CoN5T. CUR.% ROP STA..0+9 + 00 NO d w 2 w c -N 44° 45'40''>^.t 18+36.6,3 0 ✓ 0 N 4 rr1 Gu Rg RETURN A= 68 °3x33" R- 20.00 L= 23.91 T. 13. !02 C= 22.51 2 3 CONST. TAPE "B" DR WELL. W/ METAL FRAME 4 GRATE TYPE 3 Q O 1 SEC. 35 , T 26 N., R.44 E.W.M. - .00800 CUL-DE.- 1 00'. VC +.014.12 W 0 1 0 TOP GRATE E.L'EN = . 20.27: 51 5TA .1 +12::92. RECEIV MAR 1985 w cc W Q 0 1 J N E- • CC 2 N S > c 0 ai E � 0 as r ) C c „c; W 0 :4= O 1 , -- CL Lo Nct) C = coo PROJECT NO. 84014 SHEET N0. 3OF8 } m 0 w w V w _ ✓ V 0 w < L Z " - > p co a. < 0 z W uJ r mem Cd 0 0 Z 0 0 Q Ylt u o p W Z o u p • O N Z r o V c p Q W a 0 m h 0 O 0 0 z z co 204 . G u6 2030 204 203 204 RIG u T CURS 2030 SWALE DAM CONST. TYPE "B" DRYW1= L 14/ METAL FRAME GRATE TYPE ...................................................................................................................................... ............................... w 4 O • Q 00 Z !c COUNTY DATUM T13M- R.R. SPIKE tN R P. 4 W CORNER. EVERIGR .EEN WELLESL.E`( ELEV= 2023.75 0- 4 trr I0 CAN ST. CURS DROP S'(A• 2 +42 2 18' _ CURS RETURN A=89 °38'01" R= 20.00 L= 31.29 T. 19.87 C = 28.19 ECR 28.99 CANST. CURB 2 DROP STA. 2 +32 43.86 10' DRAINAGE SWALE 0 0 CO A- CM 0 14 MCR. 29.3/ BC R 2q. 2 64..84 TOP G RAT E 2028,99 5 Tµ_ . ..++92 INSTALL SIGN SEE NOTE SI.1EET 8 o-F8 80.00 70.00 SCR 30.80 M G R 31.200 EC R 31.71 13 CURB RETUR 0° 40 °00 R= 20.00 L= 31.42 T= 20.00 C. 28.28 t 00800 *.00900 4 S 0 4 36' 50' 12. 80.00 C_01‘4$1 CURB DROP STA. 4 + 41 - 70.00 SCR 3 .40 MGR. 31.510 E.C.R. 31.71 5 CURS 10 RETURN A' ' R. 20.00 L= 3I.42 T= 20.00 C = 28. 80.00 TOP - GRATE ELEV= .2Q 0 ..42 STA 4 +4t 80.00 9 I0 CON ST. CU 2, PROP STA. 5-t 45 80.00 CoNIsT- Cu" ID $ P N 00°25 ' 19 ". E CONST. TYPE " B" DRYWELL W /META FRAME E. vRATE TYPE .3 NOTE SuEET 8 of 8 INSTALL SIGN SEE 0 . O .9 80.00 6 10' DRAINAGE SWALE E 10 VC 100 (00 80.00 as 0 9 VC. ` V.C. SUMMERFI E LD EAST SECOND ADDITION 10' DRAINAGE SWALE SUMMERFIELD EAST ECOWD ADDITION 7 80.00 - .00800 - .00800 - 0.0.8.00 80.00 0 NST. CURB DR6P STA- 7 +58 7 8 GONST. TYPE "8" DRYWE W/ METAL FRAME GRATE TYPE 80.00 80.00 CONST. TYPE "BV DRY WELL, 14 METAL FRAME. C:RAZ E TYPE 3 6 100' 00' VC VC co 100' VC. 6 7 C.0 MST C-LU .B DROP STA. S .00 U 80.00 80.00 5 6 CANST. CURB DROP STA. , 14-14) 'MP G:RAT'E EL.1*V. .2031.33 STA. = 8 }0C, Cu R.B RETURN 90° 21' S9u R. 20.00 L= 3L54 T. 20.13 C= 28.37 80.00 4. 5 EC R. 33.2s MCR 33.47 SCR 33.40 65.18 00800 t.00600 +.00800 10 r.9 ; Q N 80.00 U E oo O z 50' 36' 30.03 m Rai o. O C.0 RE3 RETURN A.89° 38'01" R= 20.00 L= 31.29 T= 19.87 c= 28.19 N 11 Y• 0 ECZ 33.4.1 MC.R. 33.92 SCR 34.2.2 7. 9 L• 60./x5 CON5t C4RB DROP sYq, II +oo CO13ST. GUQ13 DROP STP..10+17 2 9 a 9 L.50.08 - INSTALL SIGN SEE NOTE SHEET 8 oF8 CURVE. DATA A. 24°19' 39" R= 443.94. L. 196.99 T= 100.00 C. 196.51 10' DRAINAGE 36.6 aW ALE L= /00 93 L: 86 63 13GR. 35.58 MGK 35.:7 ECR 3l0•IGo 12. CURS RETURN �= 89 °37 R= 20.00 L. 28.12 T= 16.94 C= 25.86 EC R. 35.(08 MCR. 35.16 BCR 0 fi ('c c s 4. 2 N 0 0 i3 An. CURS RETURN ,C1= 89 ° 37'051 , R= 20. 00 L. 3 1. 28 T= 19.87 C= 28.19 6 1 RECEIVED MAR 6 1985 tut; Ectsnrixi; SEC. 35, T 26 N., R.43 E.W.M. Oa h J N 1- • x x U 0 W u) 2 > PROJECT NO. 84094 SHEET NO. 4 OF 8 .'Ibo.dan 888 -448 5 -83 W 0 } an N Lim 0 ce 0 0 0 V V z Z 0 0 W z z O z CO LEG`r CURB 2,0 203 RIGHT CURB 4 6o8o n 888 -448 5 -83 x.11 1 1 IL_1 \1' %L; l EA S t 1 'T i -%IJi i, 1 COUNTY DATUM TBM- R.R. SPIKE IN P.P. SW CORNER_ EVERAREE13 e NELLESL.Ey ELEV=. 2O 3.75 A` -:13U1L1 + .01007 C�RAD� AS- BUILT -fi .00700 10+.3(0.04 G AD N 0 10 4 cs► 0 10 2 0 14 10' DRAINAGE SWALE 85,00 iV +,01.163 1 If 93.75 +01347 1 03 1 1 RETURN Ae 90°00'00' R= 20.00 L= 31.4Z T� 20.00 C. ZS•28 13 EG R 33.19 MGR 33.03 SCR, 32.8"1 75.00. N 93.75 10' DRAINAGE SWALE 0 t N in to oo N _ 0 2 0 � NO TOO ' . vC. o o N O 100 VC. N. 1`- N m N N 10 .. V'C H N 12+as scy 0 I 4 p N to 1■1 • en +(f1 • N Q �N co N SUMMERFIELD EAST SECOND ADDITION RETURN AT-90°00 R =20.00 L= 31.42. T= 2.00 C =28.28 EGR 33.19 MG}2 32 .92. Bc-R 32. (v 5 93.75 4 - ,00800 - .00$00 In t m 0 •- 3 CONST .TYPE "B" DRYWELL 14/ METAL • F R&ME 4. GRATE TYPE 3 a IA 11 0 80.00 0.00 OLYMPIC AVE NUE RAP S AR 3185 N 89 ° 56 W /DROP STA g13t90 ® V/ CONt`T. TYPE "¢" DRYWE L f4/ METAL FRAME GRATE TYPE 4 SUM MERFtEL.D EAST SECOND ADDITION 0 m O 0 100 1 vG O N ce. 0 N In N EGO i . 17G 12 13 14 "VG ll� 4- 0 0 N m 0 RETU R.N O= 8g R= 20.00 L 31.29 T' 19.87 C.= 28. t9 ECR. 34.22 10' ORAtNPGL MC.i SWALE 33. F�C2 33. /a1 103.38 5 104.87 +.01465 - TOP GRATE. . 203:1 :o &r• • 13- $s 1 -.0133 .012.16 BCR 33.25 MLR. 33.47 ECR. 33. l 15 +78.0 RETURN &= 90° 21' 59" R= 20.00 L= 31.54 T= 20.13 G= 28.37 TOP E-1.-E-\/=:e03‘ STA = t3t80 15 '0 C t 5 m N 0 o w Ce ._ 1 0 O n. O 0 ar N >n 0 00 1 N 340 16 0 Q 0 1 SEC. 35 ,T.26 N.,R.44 E.W.M. R*EIVED MAR 6 1985 t YJU y lPweii.: tit W 1- Q z 0 0 w cc H 0� C • 0 O c o) CV E ✓ 0 C cis 0 E C C) LU E c a. Lo N C CO 5 c C1) PROJECT NO. 84094 SHEET NO. 50F8 1 SUMMERFIELD EAST SECOND ADDITION 1 2 if -_. 4 -- =�_ CT 1. AvE DRAM/AGE FL O w/D /RE C T /ON ---�� --� DRYWEL L TYPE A O • A DRYWELLTYPEf.3 ® • e. .S /DEWALK /NL ETS /CUR' DROPS 1 ROCK SUMP Copt/ roil I4/TLWk 4L ° 2-8 5O /L5 Gi7OUP = — ! "B G 9 A LEGEND DES CAP /P T /ON • \\\ • + , 5:t • +s ,r u • iA •;' - )JSTi -T EX /S T /A/G PROPOSED 4Y v 3 , s SCALE 1" = 100' (7 ) 5JFo /l' /5/ :7 O W J S V Z a r SHEET -1 3 JOB No. L 84094 w 0 5- m 0 z t- 0 L8. 0 0 O 0 0 z oo 2030 L1:FT CURB 203 203 RiG 41 CURB Abadan 888 -448 5 -83 SUMMERFIELD EAST 2 ' ADDITION COUNTY DATUM TSM R.R. SPIKE IN P.P. SW CORNER EVI✓RGREEN WELLESLEY ELEV= 2023.75 CONST.cuRS DROP STA 18 +58 31.40 33.40 W C R_ M.C2 31.5 Co 33.00(o S Ci2. BC . 1.7( 33.43 95.00 =10'- DRAINAGE SWALE N89 °34'41" W 1O'DRAt e E S1.3Al.E BCR 31.71 \ 8GR 33.43 MGR CO 45T. T`l pE " B" ORYWEIL W ME.Thh1. FRAME 4. GRATE TYPE 3 \ L? 12 r-1 I) 8 4- to 3(' CURS RETURN A = 90 °00'00" R* 20.00 L= 31.42 T = 20.00 C • 28. ZS 50.80 Cu FR.13 RETURN A 9O °00'00" R= 20.00 L.T. 31.40 20.00 C = 28.28 95.00 + 0 ECP.. EC2. ELEV. 2031:.07 s A : 18 +448 +.015 79 t.f,1579 1q 20 CURB RET U R.1.1 A' 90 °00`00" R= 20.00 L= 31.42 T= 2.0.00 C• 28.2.8 RETURN A= 90 °00'00" R= 20.00 L= 31.42 T= 20.00 G= 28.28 LINPLATTED TEMPORARY ROCK_ 5uMP _ CONSY. S 1 OE tit A Mot' STA. 3(0 +10 TEMPORARY ROCK SUMP CURB RE TURN L= 80° 32' 3°t" R= 20.00 L= 29. a a'74: 25.lt 0 fi 4 cn 9 36 0 In N 1- . 16 0 rt .0080 +00800 +.00800 d m S 0 37 GF CURVE DATA � = 38°40' 21" R= 573.310 L= 252.00 T- 131.01 C= 247.25 P- 01 9 '9 0 CR 3(0.1(0 MGR 35.8? Q/ ECR 35.8 C.tl R.1. . w RETURN .�► A' 89° 37 'OW Rs 20.00 Lr= 3 t . 28 T= 19.8'7 C=28.19 1 cues RETURN = 48 °I‘'44" R= 20.00 L= 34.31 "1' 23 . 1 2 CIL 30.23 BCR 310.80 MGR 36.95 EC 172._ 37.10 t.0116 +.00800 CON s tDEwat.K v STA .37 +75 2 38 38 CURB RETURN A:83 1°t' 54" R= 20.00 L 2 T' 17.80 SUMMERFIELD EAST Cs z (Q." SECOND ADDITION. k CO 0 o 9 0 3 8+55 28 35' N RECEIVED MAR 6 1995 C.Io: u:::u y SEC.35,T. 22 1., R.43E.I4.M. W 1- W cc �Oo ' J 4t,K O fn h ^: • 0 N O 0 0 1 cc W L , 1y ao 0 1 Z a W W - OC Z a 0 0 0 C • 0 to 0) c\ C � o US O?( C c 0. L Y • W {D. to N C -C • 5 -"C ". O G 0 T 10 Cr) 10 C) 0 10 SHEET NO. 70F 8 u10 W 4 • w no 0) COD°' N PROJECT NO. 84094 w 0 >- 0 CI a uJ 11.J V V U rx ill I- >- 0 Z y- > o ., ‘t 0 z w 0 0 CO z ... 203 LEFT CU1Z5 2 R1G1-11 CURS ......... Abaciall inc. 888-448 5-83 ........ COUNTY DATUM TB- RR. SPIKE IN P.P. .sfr4 cov..wetz. EVE.R.GREE 1•1 hIE.LLES Ley .LEV= 2023.75 ......... ......... 10 104-55 ........ w < Li) o z ahe; . " 28 1\100°03 20 E ti) 25' 5U1V1MERF1E LD EAST 5ECOND ADD ITION t ......... 00800 0 6,7.55 Bc, 33.1e( MC E 32 . 105 CLI 124 RETE.1 A= 90°00'00" R = 20.00 31.42 T 20.00 C= 28,28 1 1 CLIK5 RETURN A. 90°00'00" 1.) R: 20.00 O. 1- 3 20 1. .0 42 0 M C. 28.28 EC 12 - - / 3E .57 33.03 C.R 33.19 7.55 +.O0&00 0 0 4. +.00 1300 Lfl 0 CURVE DATA 43° 14' 20" R= 150.00 L. 113.20 7= 59. 45 C= 110.53 I S 0 1 100 4. C\S (00 1 ta 100' V C La vc- cY \ s0 41 '‘' 5 0. CURB RETURN 11- 52°21'03" ao i 32 1": 9.84 C= 17. 409 tce 11 vc- Dt N 6 - .00872 - .. 11111 1=1■111M11.1b. 5LIMME-12FIELD EAST SECOND ADDITION - .00872. -.00872 Z <LtvxN0 L.35.51 \ • C7 o -c- 4?'" 4 2 t, ‘ (</ Cl 4-9 o C4 q NO 41 o 7 CLIctis RETURN L1= L= (j.8 5 a‘ i t 9 .." I I " 5:11 C.:. 18 . so N 4 (4) L:5&.22 r- co ... 4 q rei Cf 0 Int" 10 c. CURVE DATA. A. 09°53' 49" R= 839.98 L= 145.09 T= 72.73 C= 144.9 1 4 ........ tri. CONST. TYPE "B" DRYWELL. METAL FRAME' GRATE TYPE. .3 4 8 z SEC. 35, T. 2.6 N., R. 44 E.. M. ........ 4 1 r- + 0 . 45 0 -.010 TOP E+1.+E.V STAN 4l4 ........ 60 55 CL-1 . r00' •VC At • ...... 0 ! . 4. DE S + . 00E500 2. ...... N co N 411 11 ..... . 0 3 ....... ......... ......... ......... ......... w 1- 0 0) uJ 0 ......... .1■ 0 N 4 tx 00 cr) ......... cc c 00 + C\1 C CD E O c c ci c 1 6 - 0 cr) - c LLI 4 E' , o E a. Lo Cr) it) = 0') - E 0 o _CO L() PROJECT NO. 840'14 SHEET NO. (o O . F 8 \J in v ut Z 0 ILI <1,4J I- X z 4( 000 0 0 0 m W' zz z 0 } to 8 LILA 0 tle 0 z N CO ECR` 28 .c%9 CURB RETURN 21:-89°38'01" {2� 20.00 L= 31.29 T. 19.87 C= 28.19 80.00 70.00 - 3CR 30.80 MCR 31•24v EC R 31.71 80.00 70.00 BCR 3 •4a ,CRZ 80.00 LUCI LLE 80.00 CONST. W /METAL. FRAME E C- RATE TYPE 3 80.00 c ' CURB DR6P STA. 7+.58 80.00 cotssz. CURS DROP STA. £3400 80.00 CAt36T. GuR.B DROP ST4. .4+ -14, EC1. 33.25 M GR 33.47 SCR 33.4,1 65.18 CONSI. CUR?, DROP STq.9444. t° 33.4, MC.R 33.92 l3 GR 204 LEFT • Gut�6 2030 204 203 204 RIG UT CURE 2030 Abo.cloil 888 -448 5 -83 SWALE DAM CONST. TYPE "A" DRYWE L W/ METAL FRAME GRATE TYPE COUNTY DATUM TBM- R.R. SPIKE IN PR W CORNER.. EVERGREEt`l WELLESL'EY ELEV= 2023.75 0 H fT 10 0 -r 2 0 TOP' °GRATE V 20 28.99 STS = 2: +32 0 6 t.00800 *:00940 n1 TOP GRATE ELEV.= .2030. STA = 4 +4 0. 0 0 O A 0 4. N to ed' 100 V0 0 100 100' VC N 0 ` VCG SUMMERFIELD EAST SECOND ADDITION - .00$00 - .00800 - 0.0.8.00 80.00 OD 0 , p VI 0 N 0 8 40 0 to 0 M 00 4 N >` IN. 8000 CONST. TYPE "B"' DRY WEL1., WJMETAL. FRAME E GRATE TYPE 3 SUMMERFIELD EAST SECOND ADDITION 0 co 6 Io0 4 4. c d ao co 0 11J .(► 80.00 :2031 :33 0 S T A : :7+: 8s i od' VC a0 .0 0 co fi N 100' VC. 0 cO TOP GRATE / E LE / .20 31.BS 5 84c:, CURB R5TURN b.= 90° 21' S9 u R. 20.00 L.= 31 T. 20.13 C= 28.37 80.00 5 + 00 /.40$00 +. 008 i- r 4 cli 0 80.00 50' CAA R. RETURN A =89° 38'01" R= 20.00 L= 31.29 T= 19.97 C. 28.19 t=CRR crt I' 34.2.2 7• Z9 L= 60.105 L =50.08 INSTALL SIGN SEE NOTE. SHEET 8 of 8 a CURVE. DATA £= 24°19' 39" R= 4103.94 L= 196.99 T= 100.00 C= 145.51 t0 DRAINAGE 35. 6'3 ALE L= /0 0.93 L: 86.6 3 BGRZ 35.58 MCfz 35.8' - E C R. 34, • 1 Z. 4 L. cu RR• RETURN 0= 89 °37'05" R= WOO L= 28.12 T= 16.94 C. 25.96 EC. R. 35.4,5 MC R. 35.'?' SCR- 0 0 SEC. 35, T. 26 N., R.43 E.W.M. w; c •O u0 2 cuRa RETURN L1= 89 ° 37'05" R= 20. 00 L= 31. T 19.87 G= 28.19 6p to 4. N 4. 4- RECEIVED MAR 6 1985 n ^nnh� [nreinnnr7nre �IYYi.a� .1wu.r�. ilib W F z C 7 W cc 0 0 1P t4 W J' a ac 0 0 z N 0 .4 cc W ti z O c0 tQ 0) N C U C m c t 0 4 o- C • 11.! C 4 - ccS O ••"" CC Q N �, "C3 CO C t 0 0 ui 0 W Y O W S a O 0 W Z 2 dtC Pt 0 0 Li-1W n W to PROJECT NO. 84094 SHEET NO 4 OP 8 0 SAM 0 Og • n W W 0 Y W W, z a o .‹ 3 a < ce 0 0 m LU z z 0 z 2030 LEFT - cults 20 203 202 203 RIGHT CURB 20 Abodo. ,n. 888 -448 5 -83 in-1 1-% 1' � r 1u1 11 rl. {�i`11= 1J 1 �T Ann COUNTY DATA TBM- R.R. SPIKE its P.P. SW CORNER EVERGREEN 4 WELLESL. 'I' EV L 2023. TS P�5 -Su1LT -.0 1080 AS - 13U11.Y: GRAD. - 01..1.2 o CONST. CURB O ROB STA 13 +29 i3 +2_2..55 CONST CURB DROP 5 G IA.P I3 - Q 1 N 4. m s/- 4 N - N 4 0 N 18 EDGE E.X 1ST. ASPUALT 85.65 60.00 - .00 CST CURB DROP STA.14 +08 14 cONST CURB PROP STA. 14 +7 85. G5 DROP STA.. 14 +00 DROP STA. 10.? N 89* 56'40" CONST CURB CONST. CURB - .00:geo 14 N 4. 4 c co U1 N 0 6V N 17 80.00 5UMMERF1ELD EAST SECOND ADDITION BROAD AVENUE SUMMERf1ELD EAST SECOND ADD1T10N co TOW GRATE N.. S V_ :2024 .T.A °..a44 -'l4 100' arc e t 80.00 `CONST. - TYPE "13 DRY W ELL Wf METAL FRAME 4 GRATt TYPE 3 ui 0 N 10©' VC N N 100' VG 16 GONST.' TYPE " 13 W E as DRY L W /METAL FRA E £ GRATE TV r 85.6 1� 8 irt N IL 00 0 (4 ..AA m M M, V ' N 1t1 0 ,91 TOP :GRATE °` E. L .V= 202A4.101 STA.- 15 1' DCR.AI NAGE SW 80.00 1 84 88 +.01186 t 0118 14 2 8.99 105.13 e---CONST. cu R-11 OR:OP STA•140i-65 \7 CONST. CURB I DROP STA. 14,+ 40 80.00 10' DRAINAGE; SW ALE 6 1? CURE RETURN L.89°38 R. 20.00 L= 31.29 T. 19.87 Cr 28.19 ECZ 29.74 MCR 29.3!0 SCR. 47.73 CURB 5 RETURN L=68 R. 20.00 t_= 23.9 TO 13•(02 C. 22.51 to N O N 0 N OU cD 4. (p aD 4 N 18 +16.63 1 18 S .0 1, co 50' 36' E Vi c, ,.--N 44 45'40" i 18 +36. ca3 ` b 0 So, m in 3 / '$ �- CONST. TX PE "EP" DR WELL W/ METAL FRAME GRATE TYPE 3 CONST. CURB ROP STA..O +9 + .00800 o; 0 N 11.1 2 lu v CURB RETURN A= 68 °30'33" R= 20.00 L= 23. 91 T. 13.62 C- 22.51 2 SEC. 35 ,T N., R.44 E.W.M. 4 0 - .00840 00' VC, CUL- DE.- A�- +.Otb.ix TOP GRATE EL'EV= . STA +1;2..e12. RECEIVED M AR 61985 w 1- tu 0 0 t 1 1 N a oC CC 0 0 W CO 1 > cc 1- o 2_ 3 4 -'W Cc I U PROJECT NO. 84034 SHEET NO. 3 of 8 w 0 0 w w a N d 0 Z 0 r 0 Z z o� Z • m N 0 0 W 0 zz z CO 204 203 2040 20 30 Abadan. 888 -448 5 -83 ADJUST NH Lin ON WATER VAULT COUNTY PATU 4 TBM -R.R. SPIKE IN PP W CORNER SVERGR.EI]rN 4 E LLESLE Y LEV. = 2023.75 EXISTING ASP1.aALT COT CURB INLET STA.2 +15 30' J zz GUY j- - 51REt 1 POLE (� �TELEPIAONE. RISER STOP SIGN, 0 +00 0 0 a N : CURB 1- RETURN =8q °38 " R= 20.00 L = ' 31.29 T= 19.87 0 `28.19 EGR 29.83 M 30. BC.Q 3 l.O8 IBM - RR. @ S.1. PROGRESS 4 WELLESLEY; ELEV. 2031.04 mil + I As 0 . 0 ; 0f° til 0� ± IO 0 . ". :. 0 SWAL_E 0 70.00 d s O6 0/R 0 . cO N CURB RETURN .L1=90°00'00" R= 20.00 L= 31.42 T 20.00 C = 28 28 INSTALL SIGN SEE NOTE S144EET EGR 33.+5 MCR. 3 SL2 - 7 70.00 N 3 aD N' • . W 0 0 cO tt' 0 0- 00 2 44-01.38 :: Cr ctN 0 3 RETURN A�jj 20 = 9 R 20.00 L= 31.42 T • 20.00 C 28.28 10 EGZ 33..4 L 3 MGR / 33.-� 0 W4aEELC.1.1AtR RAMP 70.00 : m fl 1 00 5 5UMMERF1tLD EAST SECOND ADDITION ..... 4- 0 4-1 80.00 TELEPt4C) -1E- RIS1 =.R CONST. CURS 11.1L.E1 STA. 7 +510 PiOG1E5S ROAD N00° 25 19" E vt 0 10 o .. 80.00 0 i tes .4r 111 DRAINAGE SWALE 0(9 80.00 00 ulco I 0 ~ N 80,00 DEVELOPERS APPROVAL DATE 2.......� '�. 4.00 400 0 0 ao 80.00 0 to 0 80.00 0 O 0 g � CONST. TYPE "B" DRY WELL. 14/ GRATE 'TYPE .3 80.00 10 A 7 0 Cr . o 00 10 STREET: PROGRESS ROAD D +cn o � 0 tit O 0 C.OMST CURB %I41 'Y STA.10 450 lY r 0 %., 80.00` 1I N s CURB N 0- 83 °19' 54" R = 20.00 L= 29.09 T= 17.80 C • 240.51 EGR 34..50 MLR., 37 .00. BC SEC.35, T. 2.6N R.44 E.W M PROJECT TITLE: SU MERFI E,LD EAST 2N WELLESLEY AVENUE' TO S'TA 15-t- S7.88 TOP GRATE. ELEA/ 2.0 35:5 5TH- 10 SO 4I 0 11 0 N ADD. Inland Pacific Engineering Company South 25 Altamont Spokane,Washington 509 535-1410 99202 12 P w V 2 60' 141-IEELCt.1A%Q RAM Iz +64.38 0 t3 REVISION ria N 0 13 SI • iNALI m. EGR fo MGR. SCR 8.79 RECEIVED MAR 6 1985 County Winning CURB RETURN LI= 98 R 20.00 L= 34.31 T= 23. 12 C= 30.25 EX1S'flt..1C. RW tit im c0 4 c Pt 0 0 TBM -'R.R SPIKE IN FENCE POST STA 13 4-29 30' R.T. ELEV = 2038.88 4. DATE SCALE HORZ: l t1 ' 150 ' VERT: 1'1 =10' DRAWN 4 J-%G5 CHECKED E- DATE 11111 w a a a al ww Ne Y U V z< >- > • o 00 a<ce W NMI NOMA . • 0 ce w w • o 0 0 w Z z 0 0 z 2030 UST CUR15 2030 $X1ST- o _ /�` 1 Qdan in<. 888 -448 5 -83 COUNTY DATUM TBM- R.R. SPIKE 11S P.P. 1. 14 CORNER EVERGREEN 1.1 E. LLESLEY LEV= 202.3.75 : N N.� ExI ET.1�1G .G1 AI E .:.. N. 4 N 11 co 00 •• co 0 t/ 4 4 80.00 -- N o M t3 j coNST. CURB INLET STA. 14408 m N• a 13 0 4.°I : O N. (4.) d. in CONST. TYPE METAL FRAME GRATE TYPE 3 �. . cu • N N• • 80.0e WE,LLESLEY 1•189* 56' 40 i 14 Ng N•, N' 0:: 100.`'. VC X.50: 4: 80.00 0. • j .. r 4 VE4 UE- E X 157 /4 5 P 1- A.LT Zsi 15 N; TOP' GRATA. ELEV. =: 2.0Z 'sTA ' 14 +IC> SUMMERFIELD EAST SECOND ADD ITION t0' DRAINAG SWALE S1D6104Ef,114 80.00 N 0. IA• : ...: :0 • 1 4 CON5T. TYPE "B" DRYWE.LL W[ METAL FRAME GRATE TYPE 3 CONST. CURB INLET STA. 14)+41 0 7 • 80.0 tr In 03 8 1ti 4 N. ty : 4 3 : 6) S N ?0.00 ,, SEC, 35 T. 2 6N, SEC. a , T 25 N.,R.44. E.W. . :. TOP cs :RA E: .. .. N 4- 17 N . : 0 N 0 S' 0 co It 155.63 cr N tit ECR 3 t .08 MCI 30.E 11012. R.4 A E . w. frt. WHEELCNAIQ RAMP., i 0 0 o 0 z 35' .28' La N N N 0 RETURN /11/4:8°1°38'01" R= 20.00 L= 3`1 .29 T = 1187 C =28.19 194. 747.25 20 6x6- 10/10 MESHI I BASE . ... .. �... .... .... ... o�. C'.5 BROOM FINISH PLAN 2 On 33-1/2 END ELEVATION ' I c $s -�- : k y.1 fwwwvv .. ........ CURB INLET DETAIL NTS i SIDE ELEVATION L4 BAR 8" OIC,E.W I °P' IN TOPS NOTE = dR �I L e, /90 • SIDEWALK. AND °CU =CO ST. 5' E Oti WRB N L.ET SI-4A ER 8 SDE CO MPLE G TED A INSTALLAT %OK OF CURB \NLET 1S COMPLETE. F 1 pow 1 eicsv e 1' ... YR,7 woos > cc w RECEIVED MAR 6 1985 County Engineering g .13 \ Ka 8 O .1 N i- 0 0 W CO Z °> Coo Ctii E 0 C c • O (/) W 4 ' V E O • Q -Q CV CO C u7 C) 0O UJ 1.L ,ls 10 PROJECT NO. 8409 SHEET NO. OF 8 LEFT CURB RIGUt CURB A .,t 888 -448 5 -83 COUNTY DATUM TOM- R.R. SPIKE 1N P.P. SW CORNER EVERGREEN WELC.ESLEY ELEV= 2023.75 CURB RETURN A 290°00'00"/ L ' 3 1 R.4 T = 20.00 C= 28.28 CU FZ.13 RETURN A=9O °00'00" R 20.00 L2 :31.40 Y= 20.00 C= 28.28 10'- DRAINAGE 95.00 E3CR 31.71 MLR 31.24, E.CR EC2 1.40 33.74 KG R. MGR 31.56 33.4,0 t3 Gtz.. BC2 1. 7 33.45 95.00 33.45 MGR 3357 35. 7 CUR.$ RETURN A= 90 °00'00" R= 20.00 L..= 31.42 28' T= 20.00 C. 28.28 CURPN RETUR1.1 L1= 90 °00'00" R= 20.00 L= 31.42 T= 20.00 C• 28.28 CONST. 510E W mot STA. 36,4-10 TEMPORARY - ROCK' SUMP CU RB i v' RE TURN 80° 32' 3°" R= 20.00 L= 28.18 C. 2 5:6 6 E0 •1 9 BC12. 35.c05 M CR 35:910 EC, 35. .008 35. - 1 Lu R UR J t� 89 3 ~�- R= 20.0 L: =3% T= 19 .._I C L 28 +.0080x C URVE DATA A= 38 °40' 21" R= 373.310 L= 252.00 T- 13 1.01 C= 2 47.25 37. MCA 36.94 3(o7, CURB RE ?URN = 48 16' 44" R 20.00 L= 34.31 Z • 23 . t 2 Cs 30.25 E R t U Rht A =83° l9' 54" R= 2,0.00 T 17.80 RO ST. SLL eNALK S7 A.;37 +75 ,. 38 4. 55 28' 35' SHEET 140. 7oF 8 LEFT CURB LEGT CURB RiGN7 CURB Abadan 888 -448 5-83 jl 1\41\61.. ' t 11_ fl 1.-1-1...) /1 La h l h _ 1 1' �L_ 1.' COUNTY DATUM TBM- R.R. SPIKE IN P.P. SW CORNER. EVERCIR P'I e Eta_ es ELEV = 2023.75 AS :BU1lT: Gn,DE 93.75 RETURN A= 90°00'00' R 20.00 L= 31.42 w 'C= 20.00 N tt C • ` 2.8:28 Zr I3 0, 1 ,1 J InO zz EC.R 33.19 MGQ 33.03 SCR_' 93.75 1i 10' DRAINAGE SHALE COO 100`VC 12t25 9LYMPIC 4VENJ DROP STA. 3t 85 1 , .100' : .... RETURN AL90 °00'00" R =20.00 L= 31.42. T ='2.00 C =28.28 EC.R 33.1 G I MCR. 3a .92, Bc.R N 89° 1 ° 5 ,' `"!'O' Df2bP STA. CURS 9'3.75 .00$000: CON57. _TYPE '13" DRYWE L W/ METAL FRAME GRATE TYPE CONST . TYPE "B" DRYWE.LL W/ METAL >FR&ME 4. GRATE TYPE 3 1'0o' .:1OOT.VVC . RETURN A= , 81=38' 01 " R= 20.00 L= 31.29 T. 19.$7 C= 28:19 34.22 MCR 33.92 BL2 33.101 103.38 : }.0144e: BCR 33.2 5 MLR 33. E C .. RET i�'14 1.= 90° '5 R_ , 20.00 L= 31.54 T= 20.13 C= 28.37 EC. 33. 101 TOP :GRATE 1. :2031,04, ST =: 13485 .::::: TOP . GRATE. :: E: LE.V=. 20:31' :STA.= = t3 *SO RECEIVED P : f t; 1985 VYHJ�I E2 -hel � CC\J e" C G O ce ti) ( I ) C . ri 0 0 C V E lomm c d 1.0 1. N C-C ♦) C 07 63 CD PROJECT NO. 84094 SHEET NO. 5 OF 8 0 } ce N 0 0 LU SC V V u. v Z Q w : Z O J /"'1®0006 .-� 888 -448 5 -83 COUNTY DATUM TBM- RR `SP11LE IN P.P. 5' W CORNER EV ELGREE tit WELLES E.LEV= 2023 75 CO T cues N STA. u400N + .00.870 . CUKB i'RETUR1.I A= 90 °00'00" 0 12= 20.00 11 L. 31.42 11 T. 20.00 l C. 28.28 1` ECR" 3Z.S7 MGR 33.03 BC.R 33.tq 17.55 13C 33.19 Mc R 3292 ECR. 32. 105 A. 90 °00'00 Q = 20.00 L= 31.42 T= 20.00 C. 28.28 a.00800 T. CURVE DATA A= 43°14' 20" 12. 150.00 L. 113.20 T= 59.45 C. 110.5 3 : i:o :VC : CURB RETURN a= 52 t : 2o.ocb L= 18. 32 T = 9.84 C t 7. 49 0087.2 : .00872 �= 5b.2 -2 CgRB RETURN =_ 5te ° 0'3'1 1" R= 2,o.00 L= 19 .58 T= to.‘ G- 18 80 c. CURVE DATA A= 09°53' 4 R= 839.98 L. 145:09 T. 72.73 C= 144.9 t CONST. TYPE "B" DRYW ELL V / METAL FRAME GRATE TYP>=. 3 ! TOP :GRATE- : E:4E.Y= :30 80 : : S'TA :1 *1455 . *.00SOQ . c 0 o R7 N E cn O ocs � (3) C c tv O O Q (D W E' () E `+- al 0 aLO� Nc C PROJECT NO. 840'14