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BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, u.t8, RESOLUTION NO. 92 J169 9202100400 IN THE MATTER OF ) ESTABLISHMENT OF . ) RESOLUTION- 28TH AVENUE, BANNEN ) ESTABLISHMENT AND BOLIVAR COURTS ) COUNTY ENGINEERS FILE NO. 2136 ) vol. 12G2P E This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of 28TH AVENUE, BANNEN AND BOLIVAR COURTS,'proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 92-0056, 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 Engineer and all claims and papers on file and after hearing al other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 60 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 4th day of February, 1992, being more particularly described as follows: 28TH AVENUE - 50 feet wide, from west line of Lot 2 Block I (one foot strip) in Evergreen Point 2nd Addition easterly to west line of Lot 2 Block 14 (one foot strip) in Evergreen Point 4th Addition. BANNEN COURT - 50 feet wide, from south line of Lot 2 Block 13 (one foot strip) in Evergreen Point 4th Addition south to and including cul -de -sac. BOLIVAR COURT - 50 feet wide, from north line of Lot 2 Block 11 (one foot strip) in Evergreen Point 3rd Addition north to and including cul -de -sac. Located in the Southwest Quarter (SW 1/4) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point 4th and 5th Additions. 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 a County road and the same shall be known as 28TH AVENUE, BANNEN AND BOLIVAR COURTS, Road File No. 2136. 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. IW \ru \at \rf2136 BE IT FURTHER RESOLVED that the one foot strips described as follows is hereby dedicated for public road purposes: Lot 2 Block 1, Evergreen Point 2nd Addition Lot 2 Block 14, Evergreen Point 4th Addition Lot 2 Block 13, Evergreen Point 4th Addition Lot 2 Block 11, Evergreen Point 3rd Addition PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 4th day of February, 1992. RECEIVED FILED OR REf OP..:OCD REQUEST r _74cUEc) FEB 3siPN'S WILL.:•. -t _ ''!,;HUE AUDITOR SPOKANE COUNTY, WASH, Feu INTEROFFICE r UE RD BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Patricia A. Mu v t) If 0 z 0 0 r ff di r� a 0 a - : ST • P4 .T ,1 ,eG s , T9 • 0 r a • i?, :.V • i j . . H • 4 K • ENE PP Pil me p resic a a l tigt: I M i its mem rdata maxim 3 mgpre„ ma sta Si a RV! Newit Pa's MEV MK' 1 Malb SO ia am am 1m \26 241 644./ 224 0 227 240 6 4 4 ./' • 1 2 0 Q m I -P r 9 ra S . ISM 2, _ 4�J 7S 1 • ' ice• n --Lill n t• . -I • c v+r. ft` 223 228 239 C44./ 0 Ave._ 222 238 644 0- I- C? .0 a (3 229 O 111 O 35 T /. •� a O ' • • •Y 1 2 t � x • r � B57/1. I b'!EKIT 2E3 TH L-I C L-I ta tom. P CT. q V t r a, AN/ . - 40 tIo C 2i4 221 tc tc 230 0 0 0 } 237 643.51 '.og In Date: 12 -15 -92 _ paj 63.3504 Road NarneMO: Bannen Court No. 1136 301 049' - Purpope: Drainage Easement ;h 1 /1.e0 `{ VOL. V 1. 7 8 9 FADE 617 Prepared By: Rav Moon �r h9 , By: (Land Dev1 Bill H. -0,4-SPOKANE n.E.C; 9 ^""^ ^ 4 - OKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington / ,_!,l 'tf'_.=' . _ DRAINAGE EASEMENT ,JA)1 n 4 Di P1 • r. . The Grantor(s) Borys J. Meleshko and Debra A. Meleshko, husband and wife '_y�,uNTYWASH. S(', ' 0EPUTY of the County of Spokane, State of Washington, for and in consideration of Mutual . Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, a Drainage Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: An easement for drainage over a portion of Lot 4, Block 15 of EVERGREEN POINT FOURTH ADDITION, per final plat - thereof recorded in Volume 19 of Plats, page 45, described as follows: Beginning at the northeast corner of said lot; thence S.06 °34'27 "E. along the easterly boundary thereof a distance of 34.60 feet; thence N.85 °55'14 "W. a distance of 20.15 feet to the beginning of a curve concave to the northeast having a radius of 8.00 feet; thence northwesterly along said curve through a central angle of 116 °55'18" an arc distance of 16.33 feet; thence N.31 °00'04 "E. a distance of 24.14 feet to the northerly boundary of said lot and southerly margin of Barmen Court, said point also being the beginning of a non - 'tangent curve concave to the north having a radius of 50.00 feet (and from which a radial line of said curve bears N.04 °54'15 "E.); thence easterly along said curve through a central angle of 11 °28'42" an arc distance of 10.02 feet to the point of beginning; DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf acceptable to the Spokane County Engineers, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Drainage Easement. The Drainage Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said Drainage Easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, N/{ have hereunto ^ ^t nsit .. __ „_, this 9.99,7W of , )a huar) 1998 E Excise 14x bu,rpi Der c7t Q? :n e County lien& STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss storrnde2 /forms, 1 4,7 74t Bory$/J. Meleshko . On this day personally appeared before me Borys J. and Debra A. Meleshko, personally known to me to be the individual(s) who executed the forgoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said individual(s), for the uses and purposes therein mentioned. Given under my hand and seal this 2r of TrJ Debra A. Meleshko NOTARY PUBLIC • y{ota y Public • FOR THE STATE OF WASHINGTON • I and for the State of Washington, RAYMOND T. MOON g MYCOMMISSIONEXPIRES: • residing at Spokane. JUNE 2t, 1993 FROM TRANSAMERICA TITLE 5019 926 1519 I 170 \NSr \Nif.itICA . Tronmmnrrica 7111.E 1 NSl I IL\NCE Tide Inunance Company nlEO FOR ne Cono AT ntCUEat Or %WIEN nE00notO lif t Uap TO WALDO....AN D..Sa int/A,....P.... &. Nana .Address N 720...Arganne...Rd. ctly.ame.zln spokane...._WA...... �) - /sic• .c�9 TIIE GRANTOR W.R.S. AND ASSOCIATES, INC., a Washington corporation Ten Dollars ($10.00) and other valuable consideration for and In consleir of In handpahl, conveys end wmenntt to DORYS J. MELESIIK° and DEBRA A. MELESIIKO, huS hand 7, wi the following de cri1M rent elate, dtuded In the County of Spokane .StAte of Wnshingtnn: Lot 4 in block 13 of EVERGREEN POINT FOURTH ADDITION, na per pint thereof recorded in Voluma 19 of Plata. page Or Situate in the County of Spokane, State of Washington. SUBJECT TO: rutUre assessments levied by Vera Irrigation District No. 15; Easements. restrictions, reservations, provisions and agreements of record. 9000012372 ewdaa tm Paid on Selo Ana. f1/41..Z?c9 S il. "SKIP" CHRBEIIG Cpellaes Cowry rived C MCP jT Dkted .... Nu gkict 2 STATE OF WASHINGTON 1 a. COUNTY OF..... ) On this clay per•nnsiy repeated Iwfor• mg 9008030200 to me known to be the Individual de Bribed In and who e.eculed the within and (*vetoing Instrument, and acknowledged thnl signed the same u free and voluntary ncl and deed. for the use: rind T,rpo.rm therein mentioned. GIVEN under my hnnA °Adal men' WA Statutory Warranty Deed 12,09,1992 14:10 110,24 ...Li.fv (1 Tung 3r .BE 04i V bffl eon nr.Cenur rcr, Ural, FILED OR IIECORDED REOIIfST Or JRANSAMEItICA III LE Auc 3 2 lu 111 '911 WIUAtI E. 0911ARRE AUDI [011 SPOKANE. COUNTY. WASH. Iltug SAI,W of .19 . 90 ..... WR.S ANU JI SOCIAfIiS 1N(:... WILLIAM R. SMITH. President STATE OF WASHINGTON .A 1 COUNTY OF..._...SD.O.R ke // August 19.90. On Oda anyy of he Utu ..... 9 before mn, the und.nLnM, a Notary FuNir in And for the flats of tt'anh• Innlnn, duly Commissioned and Morn. personally sppnared William.. L,...Smith Xiat to me known to be the Freddent ee11 xAxorraraY. W... R. 5... A N D... A S S O C I. ATE S...... INC ! the enn ll n nl Nutt executed the InngoIne Imdment, and acknowledged the add Instrument to he the free and vnhminry act and deed of A ^Id rnrlwv- Allen. lnr lhn thin And pugwnea therein mentinneel. And nn nath doled Hurt he....ia adhorisrd to execute the maid indrument .nd that the seal Milled la the mrpnrnte sent of said mrpnrnann. au :i__... -e head.and °Arial 4i herein afRweel 4hn dne pad yucilmt 0 FROM TRANSAMERICA TITLE 509 926 1519 i i TRANSAMEItICA rai INS( RANCE FRED son nE00n0 Al nt..0UES1 OE R'NEN nECOnotO nLIUAN tO Nome WALDO ... AND ..SCNWEDA.._..P..,.S. Ache.. N.... 7.20... Argonne ...Rd. el:y.alete.zp Spokane...... WA 9921.2 for and In e,ruidernlbm of the following described real estate, .iln.b.d in the County of Spokane .Ease Tag P.M en Sala Ant. fd.. 2CD- Jay' D.L "SKIP" CHICBBIG 9ekano Cowry Tray k /W /9c) 9000012372 Dnterl ... n gt''l t Z STATE OF tVASIRNGTON COUNTY OF On Ills day personally appraisal /fore me n. le me known to be the Individual described In end who etecuted the within and foregoing Instrument. and arknowtrdged th.t signed the Mme VI free end voluntary act and deed. for the use, end purpose. therrdn mentioned. GIVI.N under my henri ddRciel oral lh,a ■ tL...a,.J...► 11 PAbh .1. iSJ 11 .. IRIS sr.RE fiMSYi5 b von nrronurn•s urr• .Tratsomcdo FILED OR IlEC01101) Tide Insurance Company REDDE Or .JRANSAMERICA 1111E 9008030200 Statutory Warranty Deed 12,109,1992 14:10 N0,24 P, 1 AUG 3 2 14 PN X 90 WILLtAIS f. O^IIAUIIt AUDITOR sroxANE, COUNTY, Y/ASII. - /.57/6-S7 TIIF.GRAN'I'Oit W.R.S. AND ASSOCIATES, INC., a Washington corporation Ten Dollars ($10.00) end other valuable consideration In hand pnid,eenveye andwntrmde to SORTS J. MELF.SIIKO and DEBRA A. FIRLESIIKQ bus ba nd .State of Wnehingtnn: W. U. S. AND ASSOCIATES. INC... SAMr$Orl Lot 4 in t}lock 15 of EVERGREEN POINT FOURTH ADDITION, as per pint thereof recorded in Volume 19 of Plats. page 45: Situate in the County of Spokane, State of Washington. SUOJEcT TO: Future assessments levied by Vera Irrigation District No.. 15; Easements. restrictions. reservations. provisions and agreemenln of record. .fly z WILLIAM R. SMITHI, President D wife STATE OF WASHINGTON es. COUNTY OF..._... On lhl..,i�.ea!� dopp of August In ... 2 . 1.fnre me. the under. a Notary ruhlir In end fat the Slate of Wmde Irvine, duly t mmlulnnnd end Lore, personally nppn.rrd DIME to me known W be the ............... oat xAsaNKY. sapati ard, of W...R S.... ...ASSOCIATES, INC the ms,orelInn that executed the Interning Instrument. end s l,nnwirdced led Mali inatrumrnt to he the Tree and vnlnnlnry act sad deed nI said r rmr- alinn.tor the Wart and purposes; therein mentioned, end an natl. staled that aulhoriad to execute the avid dn.trument end (het the .sal (Axed to the .orpnrntr.enl of meld o rpnrntinn, .. t__a __a _m1.1 -At ,._.- L. .m... 1 r ho dnv and vacant o Z Co w 6 r Sit etC LEGAL DESCRIPTION Situate in the County of Spokane, State of Washington. 1 December 9, 1992 An easement for drainage over a portion of Lot 4, Block 15 of EVERGREEN POINT FOURTH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 45, described as follows: Beginning at the northeast corner of said lot; thence S.06 °34'27 "E. along the easterly boundary thereof a distance of 34.60 feet; thence N.85 °55'14 "W. a distance of 20.15 feet to the beginning of a curve concave to the northeast having a radius of 8.00 feet; thence northwesterly along said curve through a central angle of 116 °55'18" an arc distance of 16.33 feet; thence N.31 °00'04 "E. a distance of 24.14 feet to the northerly boundary of said lot and southerly margin of Bannen Court, said point also being the beginning of a non - tangent curve concave to the north having a radius of 50.00 feet (and from which a radial line of said curve bears N.04 °54'15 "E.); thence easterly along said curve through a central angle of 11 °28'42" an arc distance of 10.02 feet to the point of beginning; EXPIRES 1208 DEC 1 Q 1992 srut,:ikc LEGAL DESCRIPTION An easement for drainage over a portion of Lot 4, Block 15 of EVERGREEN POINT FOURTH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 45, described as follows: Beginning at the northeast corner of said lot; thence S.06 °34'27 "E. along the easterly boundary thereof a distance of 34.60 feet; thence N.85 °55'14 "W. a distance of 20.15 feet to the beginning of a curve concave to the northeast having a radius of 8.00 feet; thence northwesterly along said curve through a central angle of 116 °55'18" an arc distance of 16.33 feet; thence N.31 °00'04 "E. a distance of 24.14 feet to the northerly boundary of said lot and southerly margin of Bannen Court, said point also being the beginning of a non - tangent curve concave to the north having a radius of 50.00 feet (and from which a radial line of said curve bears N.04 °54'15 "E.); thence easterly along said curve through a central angle of 11 °28'42" an arc distance of 10.02 feet to the point of beginning; Situate in the County of Spokane, State of Washington. 1 December 9, 1992 r RECE ED DEC 1 01992 S N3MhE G)Uf T1 ENCREER VARIANCE # APPLICANTS NAMFg b R-4I s ' (MQcfit(4 BLDG # 96. SRA A.&4eLES4to OTHER # MAILING ADDRESS S ,T ,R PARCEL # LOT 4 l zaR. JS CtV R6440t avec / 4 2 333 if 1 4 S' ROAD NAME ANAA04 CO.4 tr PHONE - WORK PHONE - HOME 9Zt — + 3o/ 3 The following documents are needed before the Spokane County Engineer's Department can begin processing your variance or building application as approved. (509) 456 -3600 RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be 1 obtained from the County Auditor, 2nd floor of the Courthouse. pA�l' LEGAL DESCRIPTION of your access easement. A LISTING OF NAMES of individuals who will be signing the documents. These individual names should appear as the person(s) legally sign their nam AGREEMENT TO PAY FEES have been collected. / 22 -Q / r 0 c .'e (U Rift .�`n,W i/nwt -e 92(P- 727 A CURRENT ASSESSOR'S MAP which depicts the location of your property. OWNERSHIP MICRO - RUN. These may be obtained from the County Assessors, 1st floor, of the Courthouse, Jefferson entrance, 2nd door on the left. The necessary documents will be prepared by the Engineer "s Department, Right -of -Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when ready Please mail when ready Notice to Public #. Right -of -Way - Tot s is Fo A tor' S,nJtq -t,V sst Ar 9 LO ATE. L. . C>24 -t 4 fxcrl A isii8 1,14 , 5nc@t Right -of -Way Agent Forward to you from g/ 4 6114sil�G's k \p \Motice.192 INLAND PACWIC ENGINEERING . 1 RANSMITTAL South 25 Altamont .4 Spokane, WA 99202. (509)535 -1410. FAX(509) 535 -1942 Letter 5 Fax TO: Srror._.4n1C Coco -+rY N. Stt "rer, tpc. J St try.a. r •J1.4. 992.!1° ATTENTION: L2 we. -r t-lasew. PROJECT: Evert er....1 T nb r q'Y ADP tr.on./ We are sending (lenclosed () under separate cover copies of the following: Description Blueline Prints Original Drawing n Work Authorization No. Copies II Requested Action Information n Written Approval Remarks Sincerely, II n Contract Documents Report Description II Le en- tsce -v non1 "2.oR'Po..1D eiesrmEktl Lor''r3i c- tS T in. "Pact 'tcr b.v r err cl r aer r_ 1C "Eua1n112sa Copy of Letter FAX No.: Signature & Return DATE: Review & Comments Il Distribution IPE Proj. No.: g9104 inn n_ !Pin/ i t'- . n 1r`(eal DEC 1 01992 tcvury ENGINEER (�ae� - 1-44tz d9 - r* Dcc.4- 4. aa -cr Stu Z-PrIS2 U , n'7, . att - tt c- r' - ra,1 ZI,-/U c'ue- rR ».ier re,/'-'n .s*n e,''.4 . .64- C rtr / rN�irS INLAND PACIFIC ENGINEERING COMPANY, INC. By: , Gs. Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 535 -1410. December 4, 1992 Mr. Bill Hemmings Spokane County Engineer 811 N. Jefferson St. Spokane, WA 99260 -0160 Mr. Hemmings; 1 —16 INLAND PACIFIC ENGINEERING CO., INC. South 25 Altam ont Street Spokone, Washington 99202 (5091 535 -1410 This letter is to confirm that you will receive the '208' pond relocation for Evergreen Point 4tb Addition, Lot 4 Block 15 by no later than Monday, December 7, 1992. W.F.S. & Associates, Inc. Bill Smith, President Inland Pacific Engineering Co., Inc. Bruce Howard • Planning • Surveying • Environmental Analysis P. 02 DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer April 21, 2000 Washington Trust Bank University Branch PO Box 2127 Spokane, WA 99210 A DIVISION OF THE PUBLIC WORKS DEPARTMENT RE: Savings Assi Number 30- 0033 -498 -7 for Residential Construction of Evergreen Point 4 Addition. P 1469D Dear Sir or Madam: Please be advised that the Savings Assignment Number 30- 0033 -498 -7 dated June 25, 1990 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat in the remaining current amount of $6,750 may now be released in full effective immediately. Evergreen Point 4 Additon Roads have been established and the warranty period has expired. This final release should close out the above referenced savings certificate. If you have any questions, please call me. Sincerely, f-crIQ Bill Hemmings, PE Development Services Engineer/Manager cc: Sandy Kimball Randy Stronks File 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 477 -3600 FAX: (509) 477 -7655 (2nd Floor) 477 -7478 (3rd Floor) • TDD: (509) 477 -7133 DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer October 31, 1997 Smith Homes PO Box 14084 Spokane, WA 99214 Re: Evergreen Point 4 Addition Sewer Collection System Post - pavement TV inspection. Dear Bill Smith: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Please be advised the Construction Division accepts the quality of construction of the following system components: • All mainline sewer pipe, manholes, and side service stub -outs located beneath paved roadways and within the platted boundaries of Evergreen Point 4 Addition. The above acceptance will allow the County Utilities Department to establish a one year warranty period. Utilities will begin this period when all as -built drawings, 0 & M manuals, easements, and other related system components have been satisfactorily provided. Any additional defects observed in the system during the warranty period will be brought to your attention by the Spokane County Utilities Department. Sincerely, Randy Stronks Inspector cc. Utilities - Gene Repp Vern Jarvis File 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer January 16, 1995 Ed Loshbaugh & Sons East 3715 Dalke Spokane, Wa 99207 Att: Bob Loshbaugh Re: Evergreen Point 4th and 5th Sewage Collection System Dear Bob, Sincerely, James Radke, '.E. Assistant Construction Engineer A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director The requested information on Evergreen Point 4th and 5th is enclosed. I have also included a map of the lines for your reverence. The records I have indicate the following: What remains to be resolved in Evergreen Point 4th are several manhole related faults including the installation of manhole rungs and repair of adjustment sections. Also outstanding is the cleanliness of the line upstream of manhole #141.5/28.2 and at the manhole itself. During original taping, rags and debris was present. In Evergreen Point 5th, there only remains some manhole repair work. Please refer to the attached memos regarding the type and actual location of the required repairs or cleaning. Please arrange to have the repairs inspected upon completion. Thank you for pursuing the acceptance of the construction quality of this system. 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 4 1 ) /rt DATE: MARCH 8,1994 MANHOLE FAULT MEMO TO: JIM LEGAT .FROM: VERN JARVIS SUBJECT: EVERGREEN POINT FOURTH ADDITION On March 7,1994 I reviewed our records to check the status of Evergreen Point Fourth Addition. ASBUILT DRAVINGS: Yes WARRANTY PERIOD: has not started as of 03/07/94 MANHOLE INSPECTIONS: Final manhole inspections will be scheduled near the end of the one year warranty period, Prelimenary manhole inspections were done on 06/11/92. The following rs: a list of the faults that were reported! SOLUTION 141/28 MANHOLE RUNG Install rungs to cone /adjustment MISSING rings ADJUSTMENT RING Replace with standard adjuStme.nt rtn9 UROKEN (BRICKS) and re- .mortar & MORTAR LOOSE 141/29 MORTAR ON RUNGS ADJUSTMENT RING (REVD UREAKING UP 141,5/28.2 MANHOLE RUNGS MISSING ADJUSTMENT SEOTION.(BRICK & MORTAR)1 IS CREAKING UP Remove mortar Add manhole r MANHOLE: RUNG } MISSING } ADJUSTMENT RINGS Reca.ltgn MISALIGNED Replace with, standard adjUtment rtng and revmortar. Install manhole: rtings (the first one is at 4 ft. downt Replace with Standard adjustment ring and re- mortar VIDEO INSPECTION: The collectton fines' were :TV. d;.onlSJQ1t_21., .The . following tn'i tst of.the faults.titat.were reported: - . MANHOLE STATION: FAULT. 141/29 110.0 °• Piece broken from ptpe: edge at 2 Oclock 141.5/28.2 147.0! Rags /debris in downstream MH channel surcharginn flow 4 +" deep for 20 ft. PLEASE ADVISE OF ACTION TAKEN q'vr r ro /err MEMO DATE: MARCH 8,1994 TO:. JIM LEGAT FROM: VERN JARVIS SUBJECT: EVERGREEN POINT FIFTH ADDITION On March 7,1994 I. reviewed our records to check the status of Evergreen Point Fifth Addition. ASBUILT.DRAWINGS: Yes WARRANTY PERIOD: has not started as of 03/07/94 MANHOLE INSPECTIONS: Final manhole inspections will be scheduled • near the end of the one year warranty period. Prelimenary manhole inspections were done one: 06/10/91. The following is a.list of the faults that were reported: MANHOLE FAULT SOLUTION 140/25 ADJUSTMENT Replace with standard adjustment ring RING (BRICK) and re- mortar BREAKING UP VIDEO INSPECTION: The collection lines were.TVAd on 04/29/91, There were no faults to report, PLEASE ADVISE OF ACTION TAKEN Oti ..r G FLOAT 1 40/ 40/27 C EoEFEA V' • 5 C.O. EVERGREEN EVERGREEN POINT 40.3/ 140' cr 40.3/2 96' e _T co \ •4 2.4/2 PAPK EVERGREE At {o. 42.6/2 141.9/3 _42.5/2 i CAPPE 33 lS . AVE CAPP r . I 22 A� r � 32). 331'(249 • J 329'(24' w 30TH AV 7 ;I s taletramm ® was ansans ® -® vs sums ea mom amen nem mesa stenos Eno is 143 '(24') CUAR7132 SECT!' Lilt Immo 654: 2654 324' Inter -office Communication To .` ^ V' From � Subjec Form 727 —C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote j-47) 2 y , 19 October 24, 1994 W.O. #89104 Spokane County Office of The County Engineer 1026 W. Broadway Spokane, Washington 99260 -0170 ire INLAND PACIFIC ENGINEERING, INC. Attn: Terry Lightfoot RE: Evergreen Point 4th - Bannen Court '208' Lot Revisions Dear Terry: We have completed the changes to the street and storm drainage plans as referenced above. I have included a copy of the original submittal letter, dated December 4, 1992, for your reference. Please find two copies of the following revised street and drainage plans: 1. Sheet 1 of 2 (E.P. 4th, Bannen Ct., & 28th Ave.) 2. Sheet 1 of 1 (Bannen Ct. '208' Lot Revisions) Please review and comment on the new information we have provided. If you have any question or comments, please feel free to contact me at our office at 458 -6840. Sincerely, INLAND PACIFIC ENGINEERING COMPANY Bruce A. Howard E I T BAH:wp enc. cc: Bill Hemmings Bill Smith CIC T . 5 1994 spot, [ CCH;'ri ENGINEEP 707 West 7th • Suite 200 Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 r OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer October 7, 1994 Smith Homes P.O. Box 14084 Spokane, WA 99214 Dear Mr. Smith, I have requested the remaining bond amount on Evergreen Point 5th Addition be released. With reacquired to the reaming bond on the 4th Addition, I'm unable to release at this time. Please find enclosed a punch list. The remaining item needs to be corrected before any funds will be released. Thank you for your attention in this matter. Sincerely, Terry Lightfoot Inspector TL:ds A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Z /z2 �I/ai 6 C96'' 4 A4164/ / /J% G(Ji ` D G£,l e Seyo / �t � 1026W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 RECEIVED SEP 2 8 1994 SPOKANE COUNTY ENGINEER Spokane County. Engineers Dept. Mr. Terry Lightfoor Public Work Building West 1026 Boradway Avenue Spokane, Washington, 99201 Dear TerrY: Homes Vintage Style Of Living September 22, 1994 I am requesting at this time a final inspection on Evergreen Point 4th Additionaand Evergreen Point 5th Addn, to Spokane County, Washington. It is my understanding that all corrections noted on last inspection have been made. There was to be no T.V. inspection on either of these 2 additions as per agreement with Mr. Jim Legat. The TV inspections were to begin with the 6th Addition. We would like to have the remainder of our cash bond re- leased on each of these two additions. Please inspect as soon as possible and send us the notifications. ws /wrs Sincerely yours, Bill Smith W.R. S. and Associates Inc. P.O. Box 14084 • Spokane, Washington 99214 • (509) 922 -0782 December 4, 1992 Mr. Bill Hemmings Spokane'County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Dear Bill, RE: Evergreen Point Fourth Addition (Bannen Court) Enclosed please find two (2) sheets of the original roadway plans for the above referenced plat, and (2) sheets of the revised street plans. Due to conditions existing at Lot 4, Block 15, '208' Pond C3 is unable to be constructed as shown on sheet 1 of 2. At our clients request, we are submitting the plans for the review and comments on the relocation of '208' ponds for Bannen Court. Pond C3 had an original storage volume of 374 cubic feet. Due to the driveway constructed on Lot 4, Block 15, the existing pond storage is 163.21 cubic feet. We propose to build Pond C4, with storage volume of 217.74 cubic feet, to obtain the required storage for Basin C. We have also included Peak Flow Calculations, and Bowstring Method Detention Basin Design worksheets for Basin C from the original drainage report for your convenience. By adding Pond C4 we have met the original '208' storage requirements for Basin C as required from the approved Evergreen Point Fourth Addition Drainage Report dated 05/09/90. Please review and advise this office of any changes you wish made. If you have any questions please feel free to call. Sincerely, INLAND PAACIFIC ENGINEERING COMPANY di / 14,4 -44-0-47. Bruce A. Howard BAH:bah 'late 3/a 7/92_ Ispector Shen Its Weather a.m. p.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification Signing checked a m pm DAILY INSPECTION REPORT Pg 1 of 1 OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 1 2 3 4 5 6 I Diary Section On .5, a.4. -7 C P,7�r-.> v �i p.-. � ( (. -A, fmrL . Project Name Ew.. c, rti.0 /cs /de Project No. CRP/RID a3F1 Report No Contractor and /orSub(s) / erch-l.a.4 Equipment List ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE Hrs. Used Standby Number 'fate 3/3191. .ispector St<rnrik Weather a.m Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Diary Section LKr.I. 11 7� iov Signing checked a m. pm DAILY INSPECTION REPORT Pg. 1 of 1 OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 A , p.m. Project Name Eueyc rv.P., Ar#ksac- Project No. CRP /RID 91 C2P 7 39 Report No Contractor and /or Sub(s) /asL ba.. 1 1, Equipment List wea/:ey se. ltlice 4zrP.N! Hrs. Used Standby Contractor Personnel Classification 1 2 3 4 5 6 Number INSPECTOR'S SIGNATURE 4 4 ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. 'late 3/1/9Z nspector rn r,nk Weather a.m Time Charged Contractor this Day - 1 or 1 Other County Personnel l lw Diary Section Signing checked a m pm DAILY INSPECTION REPORT pg of OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 p.m. y r e ihAD 40 *4 INSPECTOR'S SIGNATURE Project Name ALE) ten ret& Park sf«it Project No. CRP /RID 9fF6P238 Report No Contractor and/or Sub(s) Lris/.Lntih Equipment List S�k 1 4,.- „iv Hrs. Used Standby Contractor Personnel Classification 1 2 3 4 5 6 Number ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. late zf8 /9z- ispector 5trcaka Weather a m p.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel 9;00 Aim to 3 :00 Signing checked DAILY INSPECTION REPORT Pg t of _f OFFICE OF THE SPOKANE COUNTY ENGINEER Nato k4sted MN '6t.. To.sf OK . Li Lee am pm 1 2 3 4 5 6 Project Name Er Mrs. Pe Par/wale— PUP Project No ORW43tD. 9($&P t38 Report No Contractor and /or Sub(s) LosLLr,h Equipment List Contractor Personnel Classification 1 2 3 4 5 6 Diary Section Mande'af /r.-A .Sr.,ac," /ine A fa.ccn MN SR tk MH5`1 . T'S n/4_ ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. H rs. Used Standby Number INSPECTOR'S SIGNATURE �_„__,__ ✓I.G, ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. F Yr. Airkestr4 3 /aaJ,1 0 tL ndre I I IG�L 3/ Z7 /QI O 1C PurICA J ice RALLANIIREG=TtION REPORT Pg 1 of 1 OFFICE OF THE SPOKANE COUNTY ENGINEER - )ate 1/7/91 ispector 54-rn.nks Project No. CRP /RID Weather a.m. p.m. Report No Time Charged Contractor this Day - 1 /2 or 1 Contractor and/or Sub(s) s ..51 F:,LPrt Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 ( — 7 fh a Z-'o Signing checked a m pm 1 2 3 4 5 6 Equipment List INSPECTOR'S SIGNATURE ton c u /i S Project Name Euerirpp (fi` Hrs. Used Standby Number Diary Section 1) Fnjsh .S),trpe pelnr)S 1-n rlPSt r')ir.,rmLinns e z inn Nrreis ot27 f Sort L) Xnstaf/ 4 Si1ni per - Spokane. Cc) 5j9- air(arJ .' J 3) Clean out Cie ffnrn Plank,Ies. (A- srh,lls excess H) f rr.s sAre Pa .len r 5na,rr line' 5) TV rn SpPCLr>n of !ewe! line S. 4) Re. .1" brrlke..t /A,rk in Rarnnert R (f, rAr - S��_ 7) ° .5 )3tkrin.l (.uvb :. 2.1-/ A.< — £S s d'Q 276 r' 2.4 75'x+ O F F I GE O F T H E C O U N T Y E N G I N E E R TO: Tom Yake FROM: Jerry Sims SPOKANE COUNTY, WASHINGTON SUBJECT: The Summit at Evergreen Point P1576 DATE: September 16, 1991 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. cc: Ross Kelley ate 6/i0/) up DaieJ iz /II/sl Inspector .4/ronkI Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section 1) Temp rock .Slum{ :sib �) Ore.;^A ponds r � L d) Rc5rou.t insiclt o rnn,�/� retrials ../. 377 Clean Obit Man knits 6) pres,SU CO Cle 5 eUrt./ iMP -S 7) TV =n Signing checked DAILY INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER a.m. p m. 1 2 3 4 5 6 p.m. arl� 9) Xs- SA!l sfree6 per *alum, Co Project Name Eta -ti reer. Project No. CRP/ RID Report No. Contractor and or Sub(s) LnsLtiaw9L , F SL er L, L�r,d eicrltag , ?. N Equipment List Number Rt 'is net ZR rn,w.l(r,/ ;r.. • - -Nutt+ g rass snrl. Pg 1 - of f Hrs. Used Standby r; n 411 lslar,fv,lel l n Itrn, ch443 ITEM NO. DESCRIPTION Al t te4td Fi1antJcol( LOCATION A ll /9n OK .;/ Z7 /9l (7K UNITS QTY. QTY. TO DATE ( I NT. INSPECTOR'S SIGNATURE - nda rch TO FROM SUBJECT I } Evan-re P ( *% ._ i v Gc ta 5 4 _ 2 jJ r 30 0o33 - '58 -7 01,..4/ TOPS FORM 3397 (,),DEPAI i1MENTAL RESP ®NI 'd` g.4 %. t €.* Y.S`&7::v'- d,A.crc,. ° A d ° DEP'T DEPT DATE 171.41., rte a y°n T& re- �s 4 deetee LITHO IN USA 5 5 \ Diary Section • S • .. • , . _- . , . _ % t- at • . L 3) • ..a - In F - Ira l l .. I IMI Oellingr S SA ' ct / ' ,I ri -" . A AM., { � 7 I. J < /) .z.<4",•-c-4-1 / - V1 \ ,A 441 K-t* ' r I I late 5/1.3/9! Inspector Si-r" Weather a.m. p.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 \\ 3 Signing checked DAILY INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER am pm 1 2 3 4 5 6 tk Project Name Fig- x.Lgr"te- , K Project No. CRP /RID —/ Report No Contractor andlgr Sub Ty,/,» .11S Equipment List Pg of / s / n s A a u. y l Fr .-t Hrs. Used Standby Number ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE rate 6 /I[7 /,h l • Inspector .4-1rnnkt Weather a.m. Time Charged Contractor this Day - V or 1 Other County Personnel Signing checked 3 ) Cle ) DAILY INSPECTION REPORT p OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 p.m. Contractor Personnel Classification 1 2 Equipment List 3 4 5 6 "y Diary Section " ,, er.ip rock .5 Mr S£a 23+ Hi' net Z •ra. O. A. ., -eel) 1 - � Orr): rt.e. p 1 ro1A .n • _ Alen: } Q tali 5ric . 4 �.'3) 71AAI-nr -Lett rood / rl� -r prorrr w.01 dea;r0e 4 / I . "." 1-' '' ' I H) rRGgf�rA.t /nSirxc arl3rrr Its knenf Y. n - 4/1 f- 1ati/,'( i 4Arrr LTAk� rrc.4n n l n.n /i r reran — S'r"' - 'c l - (714t Han hale s — 6) pre5,5r. C_/, m Sefe.re IM S — � -- 7) TV „Spee.Aclrl, 9) Tk,.Lall ,Street Sh pre Spokatt Co 451anr/drd3 - am pm y kis t- of f Project Name Fo-e ts Project No. CRP /RID Report No Contractor and /orSub(s) 1n5�h >u� ? Fshr-r l /, c/ *FAA/i INSPECTOR'S SIGNATURE Hrs. Used Standby Number R) /IH S! ad:p.of»m 1-1.1 are ,5Jti t.eri at 2.I ". Max: .illne./ 1`S ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. c \ wpd o c \d \m \ OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TON YAKE FROK: DAVE BERTO 9-lb DATE: April 16, 1992 SUBJECT: BOND ITEMS PE 1469D EVERGREEN POINT 4TH ADDITION The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans including the sod for 208 areas 2) The Bond has been reduced to 511,750.00 to reflect work already completed Test No. Station and Ref. to C/L Ref. to Sub Grade Type of • Material and Use M)ISTURE PERCENT PERCENT PASSING #4 SIEVE LAY DENSITY PCF REMARKS Opt. Opt. Corrected Fielc Max. Corr. Std. —Na. Field Test % Max. Test i&annen at /0 10 "-0 CST C.- 7•S 'f.6 y_6 H37o /2-6•Z- 136.8 Z_61 135 i 99.0 ?9fl cm Ban c(r /3-i-5 `l - `1 -o' wi 4 t 13t -8 /3Z_7 `770 3 to 4.a. stns y.6 '1 136$ 130 1 -1 95.3 `l z e tc /lea �f 5 H. 6 `!•9 136-5 133.3 97.5 S 1*75 i• 6 5» 736.8 1317 97.0 DAILY COMPACTION TEST REPORT Project Engineer Z -nizbid /3 c, E.-r Contractor Zh la -u 4s,61 & Project Name 4: ,fe.c.r —y-tA REMARKS: SPOKANE COUNTY ENGINEERS Cont. No. B 065 Date 5/9/9 Page No. 1 of / a Sta. U.L. Dens. Dffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. to Sta. Depth orr.UL Control ACP _ Lot No. L_ Ton - r' 2.e' StZp 3'R4 4' LI /43,7 , 3 ' 7 9 p, L'.>,0 ATB Thick /ZZ 1437 Class Lane: � Other Class Lane: Other 1-O C, E, F,B' G t. or Rt ; B�B 2 " 7t35 21 4 3' f-4 /46,7 i4I I /43,S (9 , 8 /4L5 (4, SB) nynrenc1 il+ao ((}` /{ 43.5 1 /0.2 /4a. Wearing Density Leveling Std. Density Rol1 ers Passes Temp: Mat Remarks Wearing 9 3' ) m44 5S Rice Dens ity (54,4 t' nnen czt !2.1 k' R-► /42. / I3'RR 9Z." Q7 or) rulierq CO STRT r!) 013 /11-2.6 -/� stP4' 4 4 2 -3 f <hrFn 13 i 1 4 4' L} MIX / I5 Lt ? Air 30 /l{/„ct Air 4th Arkin 7g+h /41�e Sum , (, , i / C1- Sum Avg. 40,8 9' (knnrn ri Gauge Correction actor Avg. 72,0 Gauge Correction Sta. U.L. Dens. 2ffset Read- ins Avq. Corr.Ga % Std. % Rice Sta. ',?t) t3 to Sta. 23{•23 Depth Corr.UL Control ACP , Lot No. . Tons! !,Zg : / T�J+ro 3'R4 /�}I 1 9 ATB Thick z" /ZZ Class Lane: � Other B C, E, F, ; EB, WB, G 21 4 S 1-t /43,S , 8 a.. (4, SB) /43 g + 22 4-o, 774 /0.2 /4a. Wearing Density 7 � E /Std.Density 9Z, Leveling Rollers Passes Temp: Mat Remarks .56- Wearing Density 3 Rice 154,6 Z2 4S0 I3'RR 142,'s 1 43 ' ) r!) 013 rc4�'rer -. -/� stP4' /43.S 4 4 d 3 'S Z3� IG I5 Lt I�Z.3 9Z4 S Air Sum L 12, , (, , i / C1- Sum Avg. Avg. 72,0 Gauge Correction Factor Sta. U.L. Dens. Dffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. to Sta. Depth Corr.UL Control ACP Lot No. Tons ATB Thick Class B, C', E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density Rice Air Sum Avg. Gauge Correction Factor Contract No.ELE - 263 SR No. Section Eve Pfs Pn— Pn;r f ' 9- ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Date O -9 Q C Gauge No.m MK Project Engineer jnIaf14 Ific },c_ G. chfi "any, Inspector Street Inspector Contractor Comments: Pknt 7 Asp') '" ACP -1 INSPECTOR'S SIGNATURE WA-54.1 = Il iota -1 *Weights to nearest gram AE - 1 SPOKANE COUNTY ENGINEERS OFFICE _? Qt aL -c{-4 3. L.. QUICK EXTRACTION Contract No. E(}S'0(0 Sample No. / Class 8 Asphalt Determination Date 5-- / 0 -q ' 1. Filter Paper + Diat. Silica After Use and Dried 40. 2. Filter Paper + Diat. Silica Before Use 3 9.1 3. Gain in Weight (200 Minus) (1/1 - 1/2) I. 4. Aggregate Weight After Drying 1 c:1/40. I 5. Total Aggregate Weight (1/3 + 1/4) I R(o1. I 6. % Asphalt 5.9 Original Sample Weight Minus Total Aggregate Weight (1 /5) Total Grams Asphalt I IIA Wt. Asphalt Asphalt = Original Sample Wt X 100 5.9 SPec'4. -1 AGGREGATE GRADATION Weight Percent Retained Retained Percent Sieve (Accumulative)* (Accumulative) ** Passing Specs 1 -1/4" 1 " 5/8" 0 fl I O0 I( 1 /2• ,5 30 3 91 9a-C(10 3/8" 312..3 1 S33 - 15-c10 1/4" Io &OS • D 2 ) 6 (04 55 1110 I ? .2_9 JP (2 (0 - 32-4$ 1/40 IS R2.-7 F 5 6 I1=2_4 1180 I 1 CF• ?) Z. 8 (0-15 1/200 I 1 57,4- R 4 4- 3- Pan, 1 used in computing grading (Checks Line 1/) I R Ip I. 1 Total Aggregate (Form Line 1/5) S1 S (Q • 1 S PeC S.S -1a * *Compute to nearest percent except 11200 only to nearest 0.1% �(� Inspector CONTRACT NO. PERMIT NO. PROJECT ENGINEER ACP CLASS DATE SECTION Eu��0, (-�.1,3 __ e S CONTRACTOR r,a 1 b 8 A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) = C"(� Z (CLE - APPROX 1500 GMS) u D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = 4 (0 G. W E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = I 814 I F = RICE DENSITY (LBS. /CU. FT.) = A RVP -1 A +D -E X62.2= Z. 4 a 54 . 3 DATE RICE DENSITY (1) S -1 a - l I S4.3 (2) ,s - ) 0-9 ( (3) (4) (5) (') ENTER AVERAGE RICE DENSITY IN THE NOTES PORTION OF THE "DAILY REPORT OF THE ASPHALT PLANT OPERATIONS" RICE VACUUM PYCNOMETER TEST (WSDOT TEST METHOD NO. 705, FLASK DETERMINATION) A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) = 6 - 6 I . Z (CLE - APPROX 1500 GMS) D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = IL} 6 . E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = 94 F = RICE DENSITY (LBS. /CU. FT.) = 2-401 A A +D -E X62.2= 154 AVERAGE RICE DENSITY DETERMINATION THE AVERAGE OF THE FIVE MOST RECENT RICE DENSITIES SHOULD BE USED FOR COMPACTION CONTROL. IF LESS THAN FIVE RICE DENSITIES ARE AVAILABLE, THE AVERAGES WILL BE BASED ON THE NUMBER OF RICE DENSITIES AVAILABLE, INCLUDING MIX DESIGN DATA. AVERAGE _ 1 4 ./ (1 (LBSJCU. FT.) CALCULATED BY: 1�rOurvq �. DATE 5 - 0 -9I DISTRIBUTION White PROJECT ENGINEER Canary INSPECTOR Pink CONTRACTOR 17 " 12." S.9 8 5-qW) (.0 .015 2.53.111 7q439 DATE. - ( •-/ C PROJECT: eiT'er9 IFT • itr-F SLUMP. PLACEMENT: Cc . eft) ' CONTRACTOR' -R, r CEMENT BRAND 1 - 4 e.. q Cylinder No. Lab No. Date of test Cylinder age Height in. Diameter in. Cross Section sq.in. Wieght Cylinder lbs. Wieght, lbs. per cu.ft. Maximum Load lbs. Compressive Strength psi Fracture REMARKS' P.C.C.-1 /1 SPOKANE COUNTY CONCRETE CYLINDER TEST DATE OF POUR. 5 - 2_9-9 I AIR YIELD: F crercj r SUPPLIER' ee s.) CEMENT TYPE 1 lb 4is - 2— 4(zto CONTRACT NO.: PERMIT NO.- C I I Er - 14 1-. 4121,) TYPE OF CONCRETE INSPECTOR' AIR ENT. AGENT 144.2 A94 7ea _Woo 1 21.9 141.1 8 S *fPEPIKtt. 117 t LE:9IP 9F O+0, 12 I 03/21- S1 23: 0 01 106520 LE:Sa cE 00450 I a 03 21: DI. 23: 0:: 55 97260 LES SPC0:+:0010 03/21 /Si 23: 01:45 83160 LES s•ECO:tt 001 66750 LES SPCO*0010 03/21.--S1 7 3: 01: 7 5 48750 LB.:, SPCO*0010 03/21 23: 01: 16 29930 LES SF x 23:01:65 - _ 11190 LES SPC.0;+:0016. 03.721/ 23: 00:5-A ry r� "ilv E_� qJ Cc Z; fJL 160 150 140 t u Ln " - 130 r z 0 r 120 0: 110 100 90 CONTRACT: E Gp -osZ s M N ► - FWD BLOWS PER LAYER e NO. LAYERS TAMPER WT. 7)'7 -5Lb t l'b•5 I I R9. t 14Z� i G,, 17 R. 0 WGT. OF WET SOIL A MOLDC C 1172.2_ WGT OF MOLD Ge asviS DROP HTSQ¢;, WGT. OF WET SOIL GL I27.¢ MOLD DIA. WET UNIT WEIGH TL6 pt3 177 ¢ VOLUME OF SAMPLE MOIS URE SAMPLE NO. 45 - 3,4 0 6 % - 6 WGT. OF WET SOIL 6OISH WGT. OF CRY SOIL E. DISH COMPACTION TEST DATA CONTENT 20 53 i - 9.7 , 12_ -' WGT. OF WATER (,Q WGT. OF DISH WGT. OF DRY SOIL ( 11(P. 1,1% DRY UNIT WEIGHTL,6IFt3 I b . USA t210 j (2-2-2- MECHANICAL ANALYSIS LL.9 SG, ( zc� ti '22.2 SAMPLE GRAVEL SAND FINES O RETAINED #4 PASS S ED SY LOCATI REMARKS: SOIL CLASSIFICATION: y�, MOISTURE MAX. DE N S IT O ATE MO Y I . D 7Z .9 ) N25/90 D BY- AT JO �r� ibo 7o XLSS`v5 2" SCRE L). 314 C) S 4 2.7 5 10 15 20 25 30 MOISTURE CONTENT - % OF DRY WEIGHT 35 40 STA: 45 50 Project: 4 t EUE GQEe.) Material: NATi J ( Ps C . LAB NO. CORE NO. C. WGT IN WATER - B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A = CALC BULK SP GR = B -C SP -1 WGT /CU FT. = BULK SP GR X 62.2= ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD 705A (68 ° ) Date: - V` - 2 [ V Contract: enp -dsz W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB NO. CORE NO. C. WGT IN WATER B. WGT SAT. SURE. DRY A. WGT OF OVEN DRY SAMPLE A= CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= A. WGT OF DRY MAT .6 2_ A. WGT OF DRY MAT B. WGT OF PYE + H 0 14- B. _0 B. WGT OF PYE + H 0 2 2 A+B= 7 c_N('173 .2 A +B= C. WGT OF PYE + H 0 + MAT 18 OA . C. WGT OF PYE + H 0 + MAT 2 2 A +B -C 2_01 < C A +B -C RICE SP GR = A = Z-lO RICE SP GR = A = A+B -C S I b fag- �fJ D A+B -C RICE SP GR X 6 ..2.4ffX WGT /CU •FT I S I •'Q 1 RICE SP GR X 62.2 =MAX WGT /CU FT % AIR VOIDS =100X1 -BULK SP GR= % AIR VOIDS = 100X1 -BULK SP GR= RICE SP GR RICE SP GR 06619 L ®� ANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: ME- 149455M W.R.S. and Associates P.O. Box 14084 Spokane, WA 99214 cc: Inland Pac. Eng. cc: Spokane County Engineering cc: Spokane County Planning Certificate for Filing Proposed: EVERGREEN POINT 4TH PLAT CERTIFICATE Effective Date: February 7, 1990 at 8:00 a.m. Charge: Tax: Total: $125.00 9.75 $134.75 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Portions of Tracts 224, 225, 226 and 227 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: VESTED IN: BEGINNING at the Southeast corner of Lot 5, Block 2 of EVERGREEN POINT, as per plat thereof recorded in Volume 18 of Plats, page 33; thence North 00 °43'00" East along the Easterly line of said plat a distance of 49.75 feet to the true point of beginning; thence continuing North 00 °43'00 East along said Easterly line a distance of 525.00 feet to the Northeast corner of Lot 1, Block 1 of said plat; thence South 89 °17'00" East a distance of 187.50 feet; thence South 00 °43'00" West a distance of 21.54 feet; thence South 89 °17'00" East a distance of 130.00 feet; thence South 06 °29'04" West a distance of 134.33 feet; thence South 58 °47'00" East a distance of 60.00 feet; thence South 31 °13'00" West a distance of 50.00 feet; thence South 05 °36'06" West a distance of 297.35 feet; thence North 89 °17'00" West a distance of 305.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest and HAROLD G. ANDERSON, JR., as to an undivided 1/3 interest. (continued) EXCEPTIONS: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: Order No.ME- 149455M Page No. 2 A. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 26543 -0205 1989 $1589.88 $1589.88 $00.00 1990 AMOUNTS NOT YET AVAILABLE 26543 -Q831 1989 $622.72 $622.72 $00.00 1990 AMOUNTS NOT YET AVAILABLE 26543 -0932 1989 $369.72 $369.72 $00.00 1990 AMOUNTS NOT YET AVAILABLE 26543 -1032 1989 $1130.59 $1130.59 $00.00 1990 AMOUNTS NOT YET AVAILABLE NOTE: Future Tax Account No(s).: 45263.0205, 45263.0831, 45263.0932, and 45263.1032 NOTE: 1989 assessed valuation: Land $89,600.00 " $35,060.00 " $20,850.00 " $63,700.00 Affects this and other property 1. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: (continued) Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908. April 25, 1908, Book "H" of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. 3 Lack of a recorded means of ingress or egress to a public road from said property. It is assumed that there exists a valid and subsisting easement for that purpose over adjoining properties, but the Company does not insure against any rights based on a contrary state of facts. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. NOTE 1: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 2: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 3: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. (continued) Order No.ME- 149455M Page No. 3 H.G. Anderson, a single man, aka Harold G. Anderson, Jr. Wesley B. Anderson or Alice M. Anderson March 17, 1987 8703170178 Roy H. Nyholm and Marie E. Nyholm, husband and wife Wesley B. Anderson or Alice M. Anderson May 16, 1988 8805160223 Wesley B. Anderson and Alice M. Anderson, husband and wife Mary E. Nyholm or Roy H. Nyholm May 16, 1988 8805160224 ENCLOSURES: Paragraphs(s) Notes 1, 2, 3 Plat map Vesting Deed(s) pds Order No.ME- 149455M Page No. 4 TRANSAMERICA TITLE INSURANCE COMPANY 1 7C Micki Erwin, Title Officer For Service on this Order, Call: (509) 922 -2222 X.4uVII LC Ilwup:rties, Ph tier sou A Bowes ' M1ru : : 914 Paulsen L3ldg., Spokane SPECIAI. POWER OF ATTORNEY - — .4.ti051 c0221 IILr IG 3 36 III 'UL ❑❑�)) n Y , sou iY.Cf �� S KNOB' AI.:. PERSONS IIY TI PRESENTS: ThiiI I II 1)ucal dr Provision) .SPON 'aail.l.r- RW1'II. _ NYIltn.Nand MARIO E. NYIllil.M,_hnnhanA and y _ v(f.Arlt L4�iNl r n acll residing at S. 2615 Eve r preen Rd. City of Ye redo le Caunly of :fpkone SI'ne of Wash L^Ktirn hose. m constituted nod rippoin : ^d, and by Ibest presents do —make, constitute rind appoint W "'S1 fY 13..__ALIRERSON or ALICE M ANT$ PSCT' of the CPyof Veradale C'nunlyef Spokane Slate of Washington • Choir 11 'ue mil lawful x l lnrncy_for —Lem ,md in tl efr .rune pldor vu1 ;if 111 :Ind for thcjJ use and benefit in execu1lrg any documents necessary to se11, vans fer, convey, mortgage or other- wise curt; Ser the property upon which a preliminary plat known as Day Break Es to tea has been approved, and to fully execute the provisions of an agreement dntdd the 20th day of October. 1986 between Wesley B. Anderson and Alice N. Anderson, Imsbnnd and wife, soy II. Nyholm and Marie E. Nyholn, husband and wife, and 11. C. Anderson, dr. ns Seller.: and 0. R. S. & Assoclntes. Inc. and Willi am 11. Smith as Purchasers. the legal desc r l pt ion of said property Is attached berets as I:xhib It "A" and made a pn rt hereof as though set forth fully herein. Giving and Granting unto their said' Illorney_ full primer and nul NI NO v In du and perform all anti every nil :Intl II'ing whatsoever requisilnand nut:essory In I he nxecul inn of 11,,' e powers herein grnnled, as fully to all intents and porous'. es tlwv mighl or cared dr, if pers•maliy prrsenl ROT 11. N\'IIOLM and MAICIE E. NYIIOLM h ralify:nl; owl confirming all Ibal She_ir s,id lorney WESLEY 11. ANOIiNNI_S2L ALICE hI. A NDO:MON shall lawfully du or umso to lie dine by virtue of Onise presents. This puwis of Allnrnev El .shall be rru,ked 111 shat! became effective upon kl shall not be offrclnd lay disability of Rho. in 610 1 . and shull otherwise I(I continue in full Beret and '[loci until revoked by subsequent willing ❑ bocum'nndl :tad acid after the d 0f 1 11 f1udu :r ns gin nli vl eslde ind person for consi dcra :ion by' the court if protective proceedings for IOpliun :ell illw said . num!ua1ns of rsPdc nr person Irv: hcreerler connive Nal. I'1 Ieiine s, Wh oaf. _[IP_ey -- have !u." :nal. ,':l _click__ hn "d the / 3 tiny u( Signed amt Delivered in Prrsl :)n •1 ;`II 1 EX!IIDIT "A" ieo 741E 1380 Tract 210:_EXCEPT the West 220 feet of the North 200.feet; Tract 224,EXCEPT the South 125 feet of the East 200 feet; Traet..225f that portion thereof described as follows, to -wit: Beginning at the West quarter corner of Section 26,.. Township 25 North, Range 44 E.W,M.; thence South along the West line of said Section - 925 Eeec to the true Point of Beginning; thence South 89 ° 53' East on a line parallel to the South line. of said Trace 225; 180 feet; thence North parallel to the West line of said Section 26,'150 feet; thence North 89 ° 53' West,' 180 feet to the West line of said Section; thence South along the West line of said Section to the true point of beginning. Tract 227 HXCEPT, the North 125 feet of the East 200 feet; and all of Tracts 211, 226, 240 and 241 of VERA, County of Spokane, State' of Washington, as per map tBeredf' recorded iii" Book "0" of Plats, page 30, in the office of the County Auditor of said County. 4 J Return La : Humphries. Patterson & � p Levis 914 I'aulse" Sl'E` ' �GIL S Pl11 11 OF A'f'roRNEy ..0,;1 f;U;:"2•1 (t'ilh Durable Pruvisiunl 1 IS 3 35 rN '06 �,)' )(, LM du. :.,J t(1.i�:E;!3b' 7#9 KNOW ALL '. PERSONS BY TI PRESENTS: That Y Poi•o•q .SPOAA Mr�clkIL wFsi.EY P. ANDERSON . RSON and ALICE AIMIDDl, husband and wi fe, 1tLr..yA. H . 1 residing at S J;OS Sommer Rd. Cily of vsrnIai ,% )[ L 1 County of _Seekanc 'irie of Washington Mau_ made, constituted and appointed, and by these presents rho_ m n ke, tune111ute and appoint MARIE E. 91'11019 or ill'[ il.._UXIPTl9 of the City of Seale Count y of SPSknne State nf_jiashiaCCSn their true Ind bi wful at it lorn cy —for Ultl9 and in they mane_ place and stand, and for _their use and benefit So executing any documents necessary to sell, transfer. convey, mortgage or other– wise uncueraer the property upon which n preliminary plat known as. Day Break Estates ban been approved. and to fully execute the provisions of an agreement dated the 20th day of October, 1986 between Wesley B. Anderson 5 Alice M. Anderson, husband & wife, Roy N. Nvholm and Marie ayholm, husband & wife, and B. C. Anderson, Jr. as Sellers and W. R. S. & Associates. Inc. and William R. Smith as purchasers. The legal descristion of said properly is attached hereto as Exhibit "A" and made a par: hereof as though sec forth fully herein. Ci v ing_and Gran) ing unto their so id attorney_ full power and authority to do and perform all and every act and thing whatsoever requisitaand necessary In the execution rf the powers herein granted. as fully to all intents and purpose as —they might or could do if personally present WESLEY R. ANDERSON h ALICE M A "n[RSQN hereby ratifying and confirming all that _ZDetr slid It lorney "IAR1 =F. .YY1101 M or ROY H.. N'110 »1 shall 'n efully do or cause to be doe by virtue of these presents. • l'h is power of Attorney ❑ shall be re Doled upon ❑ shall become effective upon 53511511 not be affected by disability of the principal, and shall othnnciso K continue in full idren and effect until revoked by subsequent writing ❑ become null and void after the day of (Optional) The said nominates of 19 further 11] guilydlan estate and parson for consideration by the court if protective proceedings for estate or oe rsmr n eielca C er cannnenced. ^� 10 Witness :Yh,:reof. they hive he uutte sll _their hand _ Dm J J day of Signed and Delivered in Presence of EXHIBIT "A" • ft. 958 r ;.LE 1385 Tract 210 EXCEPT_ the West 220 feet of the North 200 feet; Tract 224_ EXCEPT the Soutli 125 feet of the East 200 feet; Tract 225(EXCEPT that portion thereof described as follows, to -wit: Beginning at the West quarter corner of Section 26, Township 25 North, Range 44 E.W.M. ; thence South along the West line of said Section 925 feed to' the true Point of Beginning; thence South 89'53' East on a line parallel to the South line of said Tract 225, 180 feet; thence North parallel to the West line of said Section 26, 150 feet; thence North 89'55' West, 180 feet to the West line of said Section; thence South along the West, line of said Section co the true point of beginning. Tract 227 EXCEPT the North 125 feet of the East 200 feet; and all of Tracts 211, 226, 240 and 241_of_;VERA,-_Counts• of Spokane, State of Washington, as per map thereof recorded in Book "O" of Plats, page ]0, in the office of the County Auditor of said County. TO TITLE ORDER NO. TICOR TITLE INSURANCE Filed for Retard a1 Request of base Tat P.id oa 8609012166 Sale AO. Pt», .se" 0.E 'SKr CRIBNRG ook••• Co,eev Tess, etaya Bided Ode day a ESTATE OF JESSIE A. ANDERSON DECEASED, Byt By: STAVE OF WASIIINGION. Cwnry a Spokane 8 6101401 55 849 ,:_(1526 sr:•1.C.: 914 Paulsen DIdg 99201 QUIT CLAIM DEED SNEL THE GRANTOR a ESTATE OF JESSIE A. ANDERSON. DECEASED, by Wesley B. Anderson and Marie E. Nyhole, Co- Personal Represen foe seal is evraIdemion a distribution of estate October Co- Personal Reprenent•tives •aa'o'e•la•, Patter•n •:ol end ea min le WESLEY B. ANDERSON, MARIE E. NTHOLN and HAROLD G. ANDERSON. JR.. each individually as to an undivided one-third interest. the foWwiry dnen4d del nyle. .doled cave Coen. N Spokane. Slue et Washington. including any scene herds •hkh ranter aye Mrafn rquin: Tract 210E %CEPT the L'eat 220 feet of the North 200 f; Tract _EP\ the South 12Y[eet of the East 200 feet; Tract 225 EXCE 1i rv:T that portion thereof described as follows. to -wit: Beginning at the Lest quarter corner of Section 26, Township 25 North. Range 44 E.W.M.; thence South alone _ 'the eedne i of - Gold an 9 - fee[ to the true South of fn 'thence South 89 East on a 'Inc parallel to the South line e o o said d Tract 225. 180 feet; thence North parallel to the Wesc line of said Section 26. 150 feet; thence North 89 West, 180 feet to the Wesc 1'. -c of said Section; thence South along the /V line of said Section to the true Point of beginning. Tract 227 Y PT the North 125 feet of the East ;d2 feet' and all of Tracts 211, 126, 240 and 241 of VERA, County of Spokane, State of Washington, a per nap thereof recorded in Book "0" of Plats, page 30, in the office of the County Auditor of said County. On Ihi, day pennn,ay appr before n WESLEY B. ANDERSON 4 MARIE E. NYHOLM le n tan. le W Ow iM.Jmle dearnb,J in W who contours' Ow •nh:n old L "nr inanmmi, aM ntn.ck.:rJ tl.' they , ieMsherrwn tl•fr lot end ...hints, al awl bN. 1.n dw warn .Mpu.e.v. thorn, ornament IiVVN under no hard .M official KO Ihn Was .1 October , ddb `. . a N L • TICOR TITLE INSURANCE 1 Ltd for Record at Requetl of TO 11111 ONII)R \tl. OUIT CLAIM DEED Illy ,.v ""OR MARIE E. NYHOLM, individually as to an undivided one -third interest, "'e " " " ^'J love and affecclon •' " 'n In ROT N. NTH01.M and MARIE. E. NYII0IN, husband and wife, as an • ;ndlvlded one -third Interest, . �• . -, I - n.ma n me t•unt1 nl Spokane, v,. • •n . minding a _ noon! Theron .pd, re mr may hereaher +(hoar lr:ct 210 £ZCi; i the Vest 220 feet of the North 200 feec; Trace 224 EXCEPT' t:.. SJ:th 5 feet of the East 200 feet; Tract 225 EXCEPT that portion (Beret[ ao gibed as follows, is -wit: Beginning at the West quarter corner •:( -'• 'len ••. Township 25 :forth, Range 44 E.W.M.; thence South along the •-t lire n( said Section 925 leer to the true Point of Beginning; t`. "''. •.'a'•I % '; 1' Bo o st a line parallel to the South line of sold -..t ' 5, :%:, feet; thence :North parallel to the West line of said Section het; thence North h9 "53' Went, 1110 lent to the West line of said Section: thence South along the West line of said Section to the true ;dint .c bevi n Ing. Trace 272 EXCEPT ,the North 125 feet of the East 200 I -e :; and all o _Tracj.e.liI._226 240and 241 of VERA, County of Spokane. State of k as per nap thereof recorded in Book "0" of Plata, ;doe )O. In the office of the County Auditor of Bald County. ice 1e, P,4 0., SGCOU12167 • et 'R.4' CHIIBIRG idme Convey it 86 October, >a, Vic. 8 49 Fru(1527 rfl. Morro •lee, Patten-coon etal 0:i 14 !0 45'48:$3,0'0 h:tticmc 914 Poulean Bldg. 99201 S N E L L MARIE E. tJY11O1.M ., I., a•. n,d •h•• hin h .n4 n 'he I. e....l rw., n end • her ire Ica the .s e.• r 'n,. in• unnn coal , Owawn and that ... ... h, .d ...I.....n .a .,J dart lot Ow awn and ra, l..n. 111..1 -, m, b..d . •.L. "l rd ms ��..•/ d. .1 October .1.16 . rid. op lop one n• m.tl.r. of We•wyr..A, .. . •...4..,„ sp••s ruo H, 1......'•..a.., r.lr l,.nr /a• TO TITLE ORDER NO. T1COR TITLE INSURANCE Filed for Record at Request of P.E a, 500012169 Sala Awe Pe27 OF 'SST 041UIRG Seakry cosy Tree. ea/ ..- lhted II,e 2_, d .4 SINE OF W ASIIINOION, tta2y4 Spokane 6 914 Paulsen Bldg. 99201 OUIT CLAIM DEED Cu i4 I. 1. 849 ;4.11525 Hu- rries, watt er A J. SNELL THE GRANTOR WESLEY B. ANDERSON, individually ,as to an undivided one -third interest. 1° and in ccn.J.,.i.. d love and affection convey am sue dais, 10 WESLEY B. ASDERSON and ALICE N. ANDERSON, husband and wife, as to an undivided one -third interest, the Iolbeiry dn.dhd rtal nl•t united n Il,e Comity M Spokane, Slue a Wa,l,in /Inn, including nn, inlvee Mem WO • ma, hem II V Tract 210 he West 220 feet of the North 200, feet; ract 224 ENi EF: } the South 125 feet of the East 200 feet; Tract 225/EXCEPT t at ,. rtaon thereof described as follows, to -wit: Beginning at the Went quarter corner ,01 Sutton '6. Town-thin 75 North Range 44 E.W.Y.; thence South Alone the West line of said Section 925 feet to the true Point of Rcciantnc; thence South 89'53' East on • line parallel to the South line of said Tract 225. 180 feet; thence North parallel to the West line of said Sccticn 26, 150 feet; thence North 89'53' West. 180 feet to the West line of said Section; thence South along th t line of said Section to the true point of beginning. Tract 2271EXCEN the North 1'9 LCttsJ the East 'CO feet; and ell of Treece 211, 226, 240 and 241 of VERA, Count', of Spokane. State of Washington, as per sap thereof recorded in Book "0" of Plats, page 30, in the office of the County Auditor of said County. October .86. On tm dal pen..nany spurred Same no WESLEY B. ANDERSON In ne to..on Io le the indnnlwd der"i1N in DM .In. e.nuN IM .stun wl 1. nng I .em t n.YdrN not he signal the lame n Alm en eel ...wee. ea , It W AN. h a. n ow ua N rnpnn Mot. ommoncd. IiIVI 4 imam my lueJ .M .oriel ire Om , b...t 41 % "I Or sober .I.JI. n.a...... sl•Oi. 4110. CYPNR'FS.PARIRSOY4LIMMS 870 170173 anGlinut* a1 N111 • nI Pq'Jia taro"; SPECIAL POWER OF ATTORNEY ::n1 soli'. Y.lua nwlrgr 1With nutublc Provision} b85 26 K\(IW PERSONS BY THESE PRESENTS: That H. G. ANDERSON, JR. , e single man, a /k /a Herold G. Anderson, Jr. residing :J co of Ve radale PI 17 11 23.14 X8'1 HILL: SPAV.N'. :1 r..'s ^.H.'. 1101 Conroy of _ $22kane Stale of Washington haJ. m.tr, constituted and appointed. and by These presents de,_ 'inks. r ,nslilutc Ind appoint WESLEY B. ANDERSON or ALICE M. ANDERSON o f •'a C': "u1 Veradale County of Spokane Statenf Washington hi, True 'Ind P,wful attorney_ for bum an '1 rt hie none plore - Ind stead, and for his use vul benefit in executing any documents necessary to sell, transfer. convey, mortgage or other- wise tor-ether the property upon which • preliminary plat known as Day Break Estates has been approved, and to fully execute the provisions of an agreement dated the 20th day of October, 1986 between Wesley B. Anderson and Alice M. Anderson, husband and wife. Roy H. Nyhola and Mari. E. Nyholm. husband and wife, and H. G. Anderson. .1r. is Sellers and W. R. 5. & Associates, Inc. and William R. Smith es Furthenars. The legal description of said property is attached hereto a• Exhibit "A" and mad. • part hereof • though Set forth fully herein. Giving and Granting unto hie rliJ'nl nrnoy_ full power and authority ludo and perform all and every act and Thing whatsoever requisite end necessary to the a.ulion of the powers herein granted, as fully loall intents and purpose as he might nr t.'.ul.l do if per pn::w:nt. N. C. ANDERSON, JR. hereby ratifying and confirming all I hat his said attorney WESLEY R. ANDERSON or - �••`^'�': shill lawfully do nr cause to be done by virtue of I LeSe presents TLi, pr >'.1 Of Attorney _ shall be nnnluxl upon ❑ stall become effecliwt lit win f1 shall not be affected by dis•,bllity of the principal. and shall otherwise it continue in full Inn:e and effect until revoked by subsequent writing become null and said after the day of 19 (Opt ionall The said furlbnr nominates annum-d'art of earn• and person for consideration by the court if protective proceedings for raatc or person alt Wet wnww•ta.esl. ,.• Unn.•. \\ tempi. l have h trumn>et VT /I sW ` 41 'y � - n to Bl S,t n...l anti Hill wer in I'nteener of / !.. L C_S .9 .�. 7 hand the EXHIBaT "A" 2J Tract 210•F�CCEPT West 220 feet of the North 200 feet; Tract 224 \C5P'i the South 125 feet of the East 200 feet; Tract 225 pig?) that portion. thereof described as follows, to -wit: Beginning at quarter corner of Section 26, Township 25 North, Range 44 E.W.N.; thence South along the West line of said Section 925 feet to the true Point of Beginning; thence South 89'53' East on a line parallel to the South line of said Trace 225, 180 feet; thence North parallel to the West line of said Section 26. 150 feet; thence North 89'53' West, 180 feet to the West line of said Section; thence South along the West line of said Section to the true point of beginning. Tract 222 v BL'the North 125 feet of the East :..w feet; and all of Tracts 211. 226. 240 and 241 of VERA, County of Spokane, State of Washington, as per map thereof recorded in Book "0" of Plats, page 30, in the office of the County Auditor of said County. • 1 ltRANSAMERICA TITLE ,,,aURANUE UOMPANV `NORTH 720 ARCONN€ ROAD SPOKANE W+. 3 , '. ■ Po .. ;}S print is made Ds ��. locating WO premises and thei sumo y aSSti! iS qn / Ifly r Variations, i1 Jny, 1i�1�r8 semi affil' - ' 0 :scertainld b7 itf mf Stirvey. a TO FROM : U. /4 ELS;(300 ' RE Standard Drainage Language for the Dedication on EU E k er/ E6I } R)i I (1) rainage easements, as platted and shown hereon, which are for the purpose of i nstalling, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. (2) .The owners of Lots , , & , of Block , and Lots , & , of Block. , shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: V - - 9 4 tv. A4 D, The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. (4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or :maintenance of drainage courses in drainage easements on private property. (5) Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be 'carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. (6) An approved lot grading plan exists for Lots , Block , and Lots , , & , Block conform to said plan on file in the County Engineer's office. 0035p and Grading must (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. (9) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. Inland I t!.c Engineering South 25 Altamont Spokane, Washington 509 535 -1410 99202 T0: Jerry Sims DATE: May 11, 1990 Spokane County Engineers RF . PROJECT: Evergreen Point 4th Addition, PE- 1469 -84 pp,�,, 4/"9f', `�O ATTENTION: C 'ryf �. 4 1`999 O Gentlemen: We are sending (4 enclosed ( ) under separate cover copies of the following: Description Blueline Prints / / Copy of Letter /7V Check print / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description 1 ea Revised Final Plat Requested Action /x/ Information /37 Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks We have added radial bearings, drainage easements and made other small changes marked in highlites. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: -AA! Li if Eric W. Calkins Transmittal OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane 99210-2127 Dear Sir or Madam: RE: Evergreen Point 4th Addition Pl469D W.R.S. Associates Inc &0wislomosTmPimum00mDumomsicr Dennis M. Scott, P.E., Director Please ne advised that Savings Assignment No. 30-0033-498-7 issued by your company as surety fnr installations of roads and associated drainage facilities for the above mentioned plat, dated June 25,1950, in the curront amount of $11,750.00 may now be reduced to $6,750.00 (six thousand so,en xunUred and fifty U.S. dollars). This amount is being retained for sanitary sewers, If you have any questions, feel free to call our office Very truly yours, November 21, 1994 Ronald C. Hnroann, P.E. Sci County Engineer David Berta PLat Compliance Surveyor 1026YK Broadway Ave. ^ Spokane, \Y&99260-0170^(509456'J600 FAX: (509) 324-3478 TDD: (509) 324-3166 Inter - office Communication To N "/�✓ 2--1-- From X �.L Subject Form 327 —C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 17-/r/J 2 /0—L— — / Z60 «z — -274-0 S PO K A NJ F_ OrrlcE or T1 u: COUNTY ENGINEER • Ronald C. liurmann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Point 4th Addition PE 1469 D Dear Sir or Madam: A DIvts oN 01: TI u: PUBLIC WORKS Dia'aRrMENT Dennis M. Scott, I'll., Director November 26, 1991 Please be advised that Savings Certificate Number 30 -0033- 498-7 issued by your company as surety for installation of sewers, roads and associated drainage facilities for the above mentioned project in the current amount of $18,500.00 may now be reduced to S11,750.00. If you have any questions, feel free to call our office. cc: WRS & Assoc. N. 811 Pc((ersom Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer ry Sims Plat Inspector Suokanc, 4V'A 00 2n0 -0150 (50 :I5o -3oO0 I .AS 150111.150-1715 NTAL CORRESPONSNCE TO c ".J j/-{'', / `_ FROM U DEPT SUBJECT vArrae ^ UUU per` DATE IL 14 .. Y 30 0033 ,e9-7 0,4,/ 6 / 7 5 . 0 0 0 _� S i DEPT LRMO IN USA ■ OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Point 4th PE 1469 D Dear Sir or Madam: July 3, 1991 A DIVISION OF TI1E PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Please be advised that Savings Certificate Number 30 -0033- 498-7 issued by your company for roadway and sewer improvements in the above,mentioned project, in the current amount of 561,500.00 may now be reduced to $18,500.00 If you have any questions, feel free to call our office. cc: W.R.S & Associates Inc. N. fit I Irl Irrson Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer erry Sims Plat Inspector Spokane, WA 00 2o0-01;40 150 •15o -3000 FAX (50a) .15o -1715 DAILY INSPECTION REPORT Pg - of f OFFICE OF THE SPOKANE COUNTY ENGINEER ,ate 6//0/9 / Inspector .4/-rnnk; Weather a m p.m. Time Charged Contractor this Day - 1/2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section _i) rock .5 /u s'np • e.) - Or:Dinm pnn r1 r • -_ 3) r N/e)1 - ar -Lest road Cry Signing checked y "f2 1 2 3 4 5 6 lr,J' c r renin:N../_ — rJe, n nof$ Man hale 5 � 6) preS,5ler4 C le an 7) TV .F445 pP.4iur, R) MN S1 act). sir) r in d s Project Name eb- uc Project No. CRP / RID Report No Contractor and/or Sub(s) Ln5�6au e F,;s X , Equipment List Ste $f 'ir ne, 23 fL An. rn.A. / ;., . - Weed; gra5i sad. frnrr W.')TY' n.j 4 s Ja -� r ' _ I S eGre.r' 5 — \�-^ • are .t .EAthree] at 2,i /, MA*: 9) Ie55.>:a11 Seroe -, Si per 5pak4,e Co 54a — ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. am pm INSPECTOR'S SIGNATURE H bi% Hrs. Used Standby Number BOND ESTIMATE PROJECT Evergreen Point 4th Addition NAME J Sims DATE 03- Jul -91 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A ER 1250.00 0.00 2) Drywell - Type B ER 1480.00 0.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 ER 330.00 0.00 5) Grate - Type 3 ER 320.00 0.00 6) Backfill For DW CY 15.3 14.70 224.91 7) Concrete Inlet EA 610.00 0.00 8) C.M. Pipe 10" Dia. LF 20.00 0.00 9) C.M. Pipe 12" Dia. LF 24.60 0.00 10) C.M. Pipe 15" Dia. LF 30.50 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid ER 300.00 0.00 14) Ditch Excavation CY 15.3 9.20 140.76 15) Sod SF 4200 0.70 2940.00 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) 16) Monuments EA 160.00 0.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 2 75.00 150.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 9.20 0.00 20) Top Course CY 10.60 0.00 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 44.40 0.00 23) Curb Type A LF 6.20 0.00 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.20 0.00 26) Sidewalk SQ YD 15.30 0.00 NON- STANDARD ROAD ITEMS DRAINAGE SUBTOTAL 0.00 0.00 0.00 0.00 0.00 0.00 3305.67 OTHER SUBTOTAL 150.00 1) Water Test Road LS 1 1500.00 1500.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 1500.00 GRAND TO RL O O 4,955.67 et ‘ ( 3 1 57° $7 5-29 5 6 Diary Section e • .,. • 7 '. _ I _,, • L 3) .. r Ins - (( Or e - 5 ivl .. -tee S II oR m-e. I IGr y4' o r, 28 _ , 44. -c.._- Sped- ._ q) Cru,irtm.1 MAUI 4 .x+175 , late 5713/91 Inspector 5*'uwkJs Weather a.m. p.m. Time Charged Contractor this Day - ch or 1 Other County Personnel Contractor Personnel Classification 1 2 3 S Signing checked DAILY INSPECTION REPORT Pg OFFICE OF THE SPOKANE COUNTY ENGINEER a.m. pm 1 2 3 4 5 6 6 ) Preii an.rt C.'_4.1nn e,ti.r 7) tAAF.e r i e s t1 ro I.( :me- Project Name F1,-a.t.qfzen Project No. CRP /RID -/ Report No Contractor and/9r / / Sub TA bfrt.( Equipment List s) Fr iL Hrs. Used Standby Number of f a lr,a-,. t /" f. el hr,/,.es fi w, 4i l - r r� ✓a �TS�, ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE For security purposes only, W.R.S. AND ASSOCIATES, INC. hereby assigns to Spokane County, a municipal corporation, the following: Account Savings coon aka Number 30 — 033 `f 'J itr the NI extent ri=t of X $61,500.00 This assignment is made as security for the full and faithful performance by Developer, W.R.S. AND ASSOCIATES, INC. of the construction of certain roads. monuments and drainage facilities in Evergreen Point Fourth Addition as specified in the typical section and roadway improvement specifications for said subdivision, dated ** 6/ 6 , 1970 and on file in the Office of the County Engineer. ITP Any interest benefits accruing under said savings certificate shall remain the property of Developer, W.R.S. AND ASSOCIATES, IN.0 • Said savings certificate to be released to W.R.S. AND ASSOCIATES, INC. or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize Washington Trust to pay over to Spokane County all or a sufficient portion of the moneys in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer deems necessary to complete such obliga- tion. Upon receipt of such written documentation, W.R.S. AND ASSY'TATFS, TNC' hereby authorizes Washington Trust Bank to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this 2r day of June * *and sewer improvement Specifications wit for said subdivision dated �1S� 9p• ( / /1j) /y9o) and on file in the office of e BANK OF Spokane County Utilities Department. DATED this a4" :174- day of June , 19190 • STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss A S S I G N M E N T and held in and by the Washi ngtnn Trnst Rank Bank of Spokane, Washington University City Branch BY: VLLLCUrry Washington Trust Bank W.R.S. AND ASSOCIATES Secretary AU 1 On this day personally before me William R. Smith , to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and volun- tary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ae day of MP 11-9:;111 otary Public, In and for the State of Washington, residing at Spokane, Washington. PROJECT Evergreen Point 4th NON STANDARD DRAINAGE ITEMS BOND ESTIMATE NAME SDE DATE 30-May-90 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 4 1465.00 5860.00 3) Grate - Type 1 EA 325.00 0.00 ' 4) Grate Type 2 EA 330.00 0,00 5) Grate - Type 3 EA 4 320.00 1280.00 6) Backfill For DW CY 120 14.70 1764.00 7) Concrete Inlet EA 575.00 0"00 8) C.M. Pipe 10" Dia" LF 18.00 0.00 9) C.M. Pipe 12'/ Dia. LF 24.60 0.00 10) C.M. Pipe 15'/ Dia^ LF 29"00 0.00 11) C.M. Pipe 1B'/ Dia^ LF 24^00 0.00 12) Precast Manhole EA 1435^00 0.00 13) Solid lid EA 300.00 0"00. 14) Ditch Excavation CY 80 8.65 692.00 15) Sod SF 4200 0.50 2100.00 1) Remove existing drywall LS 300 0.00 2) 0.00 3) 0.00 4) 0.00 - 5) , 0"00 6) 0.00 ~---^ DRAINAGE SUBTOTAL 11696"00 16) Monuments EA 7 140.00 980.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 2 75^0() 150.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 974 8.65 8425"10 20) Top Course CY 325 10.60 3445.00 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 333 42.65 14202.45 23) Curb Type A LF 1351 6.00 8106"0() 24) Curb Type 9 LF 7.90 0.00 25) Curb Type R LF 6.90 0.00 26) Sidewalk SO YD 14.75 0^00 NON-STANDARD ROAD ITEMS 1) 2) 3) 4) OTHER SUBTOTAL 1130.00 GRADING AND SURFACING 34178.55 GRAND TOTAL "' 0.00 0.00 0"00 0.00 47,004.55 ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A EXISTING ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A 'b REET QUANTITIES PROJECT NO.- P1469 DESIGGNER- SDE PROJECT DESCRIPTION- Evergreen Point 4th STREET # 1 NAME- 28TH LENGTH- 362.00 FT. WIDTH- 36.00 FT. BEGINNING STATION = 484.00 ENDING STATION = 846.00 TERM # 1 : CHOPPED TERM # 2 : ::HOPPED MEASUREMENT 13032. 00 S.F. 1.00 FT. 0.33 FT. 0.00 FT. 0.17 FT. 0.00 FT. STREET # 2 NAME- BANNEN COURT LENGTH- 310.00 FT. WIDTH- 36.00 FT. BEGINNING STATION = 1090.00 ENDING STATION = 1400.00 INTER # 1 FULL EXCLUDED ISWIDTH = 36.00 SK = 0.00 PAD = 20.00 TERM # 1 : CUL-DE-SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 TERM # 2 : CHOPPED MEASUREMENT 13248.22 S.F. 1.00 FT. 0.33 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. DATE - 5/30/90 QUANTITY 482.7 C.Y. 160.9 C.Y. 0.0 C.Y. 164.9 TONS PROPOSED 724.0 FT. QUANTITY 490.7 C.Y. 163.6 C.Y. 0.0 C.Y. 167.6 TONS PROPOSED 626.9 FT. 973.3 C.Y. 324.4 C.Y. 0.0 C.Y. 33 2.6 TONS 1350.9 FT. • s OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Masher, FROM: Spokane County Engineer ti ; Evergreen Point PE 1469, Change in design June 29, 1989 Attached is a copy of a change in roadway design for a portion of the approved Preliminary plat of Evergreen Point. The sponsor proposed the elimination of a through street and replacing it with a cul de sac. We have reviewed the proposal and concur with the change. If you have any questions please contact Bob McCann or Gary Nelson at 456 -3600. I$mo1 //0' /5 20 /4 /E /N O /5. /8007 / 7 m L,540ti OS' /EL 27.0 0 3 :,4 40 0 ' /E 60 y2 2 -1 0 /500720/2.32 v 5 . 4 , 3 2 /0,4754) ` /0,5750 /411750 ~ /6.6150 ` 1e,61T 1. 5' 85' 05' e5' 175' ( ,soo q 5,600 p 70 , uaeGQEEN PO /NT /E /4/20/; 7�7_ /e (,)20.35,6 /E 007 \LE ,'(N)20as /6 HO ?WfN20/5,07 E3v (J7203 3 506 W 7300 s /9c2.4 /44 5/x0 /352s 0 /4.A.1/4>m I /E/4/Z023.00 /EOM' 802290 5 ,; /e Z022.00 $ 4 5 / „ 2 /BL'o40 • /7.700 ROAD M415 /g423 834 535 CF 5 &.OZAO A115/4 / MC,i70 1 4001F 8 c2. 0400 13 18 /2,947 0 370LF B E 5 /7,iOo 0 /0 \ /E /N 2010.5a yE OUT 2010 69 1( J . ` I. 150 /0.050 0 , ,, 28 /3.0000 V .QA D 0040 — BR00 10 Additional ill 13 R/W Dedication /E /N Z0/726 /E 00770/5.7E6 (WOLF 5' BEST e .o /Oo M04 400 LF8 /00 It /,V 202/.34 /50072021.24 /5 /4/ ZOZ5.46, /tour Z085.36. /E /.V 203 /50072030 /051543 0/1 34 /7,5000 /75' Th /E /A /501 INLAND PACIFIC ENGINEERING CO., INC. South 25 Altamont Street March 27, 1990 Mr. Jerry Sims Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 RE: EVERGREEN POINT FOURTH ADDITION PE- 1469 -84 Dear Jerry: Spokane, Washington 99202 (509) 535 - 1410 ' Enclosed please find two copies of the draft final plat referenced above. Please review for final approval. The enclosed check for $100 is the plat check fee. Enclosed also is a copy of the plat certificate and a signed Priority Fee Agreement. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. Eric W. Calkins EWC /lld Enc. Engineering • Planning • Surveying • Environmental Analysis FROM ANGLE DIST NORTH EAST TO ________ PN1469D Block 14 Sideline 4/5/9() AUTO INVERSE ***** START 1365.97874 1308.60202 6 6 INV N 6 29 04.0 E 134.3300 1499.44937 1323.77237 5 5 INV N 89 17 00.0 W 130"0000 1501.07539 1193.78254 4 4 INV S 0 43 00.0 W 70^7600 1430.32093 1192.89749 19 RADIAL N 89 17 00.0 W DELTA 74 08 56.0 LT RADIUS 20"0000 TAN 15^1119 L-ARC 25.8828 RADIAL S 16 34 04.0 W RP 1430"07()77 1212.89592 20 19 CHORD S 36 21 28.0 E 24.1141 1410.90111 1207^19293 21 TAN@PT S 73 25 56.0 E RADIAL N 16 34 04.0 E DELTA 14 38 56.0 RT RADIUS 435^0000 TAN 55.9134 L-ARC 111.2170 RADIAL N 31 13 00.0 E RP 993.96096 1083.15296 22 21 CHORD S 66 06 28.0 E 110.9144 1365.97885 1308.60293 23 TAN@PT S 58 47 00.0 E --- ------ ._________________:_ _ __=; LAT & DEP -0^00011 +0.00091 23 HCLOSE S 82 50 0V"0 W 0.0009 1365.97874 1308.60202 6 PREC = 1 TO 516271 Area = 13276.34 sq ft 0.30478 ac ERROR:Invalid Command: pe1469d block 13 sideline 4/5/90. FROM ANGLE DIST NORTH EAST TO F'N1469D Puck 13 Sideline 4/5/90 AUTO INVERSE * * * ** START 1524.95893 . 1006.56663 2 2 INV S 89 17 00.0 E 137.5000 1523.23910 1144.05587 11 11 INV S 0 43 00.0 W 76.2900 1446.95507 1143.10165 12 RADIAL S 89 17 00.0 E DELTA 94 19 14.0 RT RADIUS 20.0000 TAN 21.5680 L -ARC 3:2. 9241 RADIAL S 5 02 14.0 W RP J 1447.20522 1123.10321 13 12 CHORD 5 47 52 37.0 W 29. 303 1427.28247 1121.34716 14 TAN@PT N 84 57 46. 0 W RADIAL N 5 02 14.0 E DELTA 4 19 14.0 LT RADIUS 435.0000 TAN 16.4090 L -ARC 32.8024 RADIAL. N 0 43 00.0 E RP p 993.96250 1 ' 1083. 15289 15 14 CHORD N 87 07 23.0 W 32.7947 1428.92847 1088. 59381 16 TAN@PT N 89 17 00.0 W 16 INV N 89 17 00.0 W 83.2200 1429. 96937 1005. 38032 17 17 INV N 0 43 00.0 E 95.0000 1524. 96194 1006. 56857 18 LAT & DEP - 0.00301 - 0.00194 18 HCLOSE S 32 50 27.3 W 0.0036 1 524. 95893 1006. 56663 PREC = 1 TO 127824 Area = 13017.34 sq ft 0.29884 ac FROM ANGLE DIST NORTH EAST TO PE1469D Plat Boundary 4/5/90 AUTO INVERSE * * * ** START ' 1000.00000 1.000.00000 1 1 INV N 0 43 00.0 E 525.0000 1524.95893 1006.566632 2 INV S 89 17 00.0 E 187. 5000 1522. 61371 1194.05196 3 3 INV S 0 43 00.0 W 21.5400 1501.07539 1193.78254 4 4 INV S 89 17 00.0 E 130.0000 1499.44937 1323.77237 5 5 INV S 6 29 04.0 W 134.3300 1365.97874 1308.60202 6 6 INV S 58 47 00.0 E 60.0000 1334.88219 1359.91483 7 7 INV S 31 13 00.0 W 50.0000 1292.12151 1334.00104 8 8 INV S 5 36 06.0 W 297.3500 996. 19149 1 304. 97616 9 9 INV N 89 17 00.0 W 305.0000 1000.00639 1000.00002 10 LAT °< DEP -0. 00639 -0. 00002 10 HCLOSE S 0 10 37.2 W 0.0064 1000. 00000 1000. 00000 1 PREC = 1 TO 267774 Area = 164505.76 sq ft 3.77653 ac FROM ANGLE DIST NORTH EAST TO --= ________________________ PE1469D Block 15 Sideline 4/5/90 AUTO INVERSE ***** START 1000^00000 1000.00000 1 1 INV N 0 43 00.0 E 380"0000 1379"97027 1004^75299 24 24 INV S 89 17 00.0 E 83"2200 1378"92937 1087.96648 25 RADIAL N 0 43 00.0 E DELTA 5 23 20"0 RT RADIUS 385,0000 TAN 18.1187 L-ARC 36.2107 RADIAL N 6 06 20.0 E RP 993"95949 1083"15095 26 25 CHORD S 86 35 20.0 E 36.1974 1376.77563 1124.09974 27 TAN@PT S 83 53 40.0 E RADIAL N 6 06 20.0 E DELTA 84 36 40.0 RT RADIUS 20.0000 TAN 18.2021 L-ARC 29"5348 RADIAL S 89 17 00.0 E RP 1356"88907 1121.97253 28 27 CHORD S 41 35 20^0 E 26^9234 1356.63892 1141^97096 29 TAN@PT S 0 43 00.() W 29 INV S 0 43 00.0 W 135^9400 1220^70955 1140.27064 30 RADIAL S 89 17 00.0 E DELTA 55 09 00.0 RT RADIUS 20.0004 TAN 10.4446 L-ARC 19.2510 RADIAL S 34 08 00^0 E RP 1220^95971 1120"27221 31 30 CHORD S 28 17 30.0 W 18.5164 1204,40503 1131.49462 32 TAN@PT S 55 52 00.0 W RADIAL N 34 08 00.0 W DELTA 279 33 55.0 LT RADIUS 50,0000 TAN 42"2793 L-ARC 243.9667 RADIAL N 46 18 05.0 E RP 1163.01833 1159.55065 33 32 CHORD S 83 54 57.5 E 64.5689 1197.56157 1195.69985 34 TAN@PT N 43 41 55.0 W RADIAL S 46 18 05.0 W DELTA 44 24 55.0 RT RADIUS 2()"0000 TAN 8.1650 L-ARC 15.5039 RADIAL N 89 17 00.0 W RP 1211.37887 1210.15953 35 34 CHORD N 21 29 27.5 W 15.1186 1211^62902 1190.16109 36 TAN@PT N 0 43 00.0 E 36 INV N 0 43 00.0 E 124.2000 1335.81931 1191.71457 37 RADIAL N 89 17 00.0 W DELTA 109 54 24.() RT RADIUS 20^0000 TAN 28.5135 L-ARC 38.3647 RADIAL N 20 37 24.0 E RP 1335.56915 1211.71300 38 37 CHORD N E`''`''32:'7474 ^1354.'28748---'1218"75746 39 TAN@PT S 69 22 36.0 E RADIAL N 20 37 24.0 E DELTA 10 35 36,0 RT RADIUS 385^0000 TAN 35.6928 L-ARC 71.1821 RADIAL N 31 13 00.0 E RP 993.95975 1083.15167 40 39 CHORD G 64 04 48.0 E 71.0807 1323.21696 1282"68786 41 TAN@PT S 58 47 00.0 E 41 INV S 58 47 00.0 E 60^0000 1292.12041 1334.00067 42 42 INV S 5 36 06.0 W 297.3500 996.19039 1304.97579 43 43 INV N 139 17 00.0 W 305.0000 1000.00529 999^99964 44 _________________________ _____________________________ LAT & DEP -0,00529 0.00036 44 HCLOSE S 3 50 58.7 E 0^0053 1000,00000 1000.00000 PREC = 1 TO 347107 Area = 98787.71 sq ft 2.26785 ac --_-_-_-_-_-_-____ 1 FROM ANGLE DIST NORTH EAST TO PE1469D centerline 28th Ave 4/5/90 AUTO INVERSE ***** START 1000.00000 1000.00000 1 1 INV N 0 43 00"0 E 405.0000 1404^96832 1005.06569 45 45 INV S 89 17 00.0 E 83.2200 1403.92741 1088^27918 46 RADIAL N 0 43 00.0 E DELTA 11 08 57.0 RT RADIUS 410^0000 TAN 40.0172 L-ARC 79.7818 RADIAL N 11 51 57.0 E RP 993.95949 1083,15095 47 46 CHORD 8 83 42 31.5 E 79.6560 1395.19851 1167.45541 48 TAN@PT S 78 08 03.0 E RADIAL N 11 51 57"0 E DELTA 19 21 03.0 RT RADIUS 410^()000 TAN 69.9015 L-ARC 138.4717 RADIAL N 31 13 00.0 E RP 993.95949 1083.15095 49 48 CHORD S 68 27 31.5 E 137.8145 1344.59704 1295.64403 50 TAN@PT S 58 47 00.0 E 50 INV S 58 47 00.0 E 60.0000 1313.50049 1346.95684 51 51 INV S 31 13 00.0 W 25.0000 1292"12015 1333,39995 52 LAT & DEP 0^00136 0.00110 52 HCLOSE N 38 50 22.4 E 0.0017 1292.12151 1334.00104 8 PREC = 1 TO 452363 No Area Workfile: PE1469D.L3D closed Workfile: PE1469D^L3D ready for use" Rccm for 56 points. Current Directory: c:\LLCnGU\NORK 292864 Bytes free space available (7321 Points). Thu Apr 05 09:52:56 1990 Points 53 to 56 deleted. 56 points in workfile. FROM ANGLE DIST NORTH EAST TO PN1469D Street centerline 4/05/90 ***** START 1522.61371 1194.05196 3 3*2 BEARING 3 TRAV N 89 17 00.0 W 25.0000 1522.92640 1169.05392 53 53 TRAV 8 0 43 0()"0 W 127.7400 1395"19640 1167.45616 54 54 SSINV N 19 27 57.8 W 0.0022 1395.19851 1167.45541 48 DEFL 0 00 00^0 RT 54 TRAV S 0 43 00.0 W 232.2600 1162.95456 1164.55109 55 55 TRAV N 89 17 00.0 W 5.0000 1163.01710 1159^55148' 56 -'�� LAT & DEP 0"00122 ~0.00082 56 HCLOSE N 33 59 33.3 W 0"0015 1163.01833 1159.55065 33 PREC = 1 TO 264599 No Area 3J • AT L7 -4�.� � - r:E.t.i 1t 4,41 Tin ::? �3-i_ 5PU..nc coun'. couRT HOu SE PUBLIC WORKS DEPARTMENT " OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 PRIORITY FEE AGREEMEN Agreement Number / / /- / This agreement between Spokane County and /R1 S,v% whose interest in the project is 5 r is entered into this 2_2 day of 2z- -4/ , 19'7 This agreement is applicable to the project known as: eVt RGREE,1/ Ro /NT 17 /V47/77041 That the individuals and parties named herein as having an interest in the above described property or project agree to the following: - 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resolution 80- 1592 attachment C, as amended. The fees will be based on overtime costs incurred by Spokane County for project reviews plus a ten percent administrative charge, and will be billed monthly as accrued. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: //!/ , S. Zr 55o cthfe5 GA, J3/// Smi /4 / /o/ fifoXX t/ 7 90 Icgn.° /4 /4 W2ly I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. nc :` or'.;s Building / North 811 Jefferson Street / Spokane. '.`:: 00260 -0170 (500) 32 91 r NAME OF PROPOSAL :_iy(l}fyiov � f _7 �� Location: S aii Tas_N. RIL19 Road_ Applicant: _A/XS / ' Type of. Development: Traffic Counts Anticipated A.W.V.T.E. from I.T.E. Manual Existing R.O.W. 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Existing Improvements 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Right of Way Required 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Improvements Needed to Mitigate Traffic Impacts of this Development 1. Street 1. 2. Street 2. 3. Street 3. 4. Street 4. Comments: EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 0254 - BEST RD Start MP: 00.00 Function Class: Local Access Ending MP: 00.50 Rural /Urban: Urban Federal Route #: Type: Asphalt Width (Feet): 22 # of Lanes: 02 Pavement shoulders Type: Low Type Bituminous Width (Feet): 18 # of Lanes: 02 PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: Surfaced Left (Feet): 02 Right (Feet): 02 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 1170 - EVERGREEN RD Start MP: 00.00 Function Class: Principal Arterial Ending MP: 00.50 Rural /Urban: Urban Federal Route #: 4093 Pavement Shoulders Type: None Left (Feet): 00 Right (Feet): 00 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None Type: Asphalt Width (Feet): 20 # of Lanes: 02 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 5951 - 24TH AV Start MP: 00.50 Function Class: Collector Ending MP: 00.65 Rural /Urban: Urban Federal Route #: 4024 Type: Asphalt Width (Feet): 32 # of Lanes: 02 Pavement Shoulders Type: Surfaced Left (Feet): 00 Right (Feet): 08 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 5951 - 24TH AV Start MP: 00.65 Function Class: Collector Ending MP: 00.89 Rural /Urban: Urban Federal Route #: 4024 Pavement Shoulders Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: None Left (Feet): 00 Right (Feet): 00 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 5971 - 32ND AV Start MP: 02.17 Function Class: Principal Arterial Ending MP: 03.17 Rural /Urban: Urban Federal Route #: 4020 Pavement Shoulders Type: Low Type Bituminous Width (Feet): 22 # of Lanes: 02 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: Surfaced Left (Feet): 04 Right (Feet): 04 EVERGREEN RD RD # 1170 * ** NORTH * ** 08/20/86 - 1,258 CURRENT - 1,450 + 5 YRS - 1,764 + 15 YRS - 2,611 + 20 YRS - 3,177 24TH AVE RD # 5951 * ** EAST * ** 08/20/86 - 1,850 CURRENT - 2,131 + 5 YRS - 2,593 + 15 YRS - 3,839 + 20 YRS - 4,670 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. EVERGREEN RD RD # 1170 * ** NORTH * ** 08/18/86 - 764 CURRENT - 880 + 5 YRS - 1,071 + 15 YRS - 1,585 + 20 YRS - 1,929 32ND AVE RD # 5971 * ** EAST * ** 08/18/86 - 2,993 CURRENT - 3,449 + 5 YRS - 4,196 + 15 YRS - 6,211 + 20 YRS - 7,556 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4172 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4018 EVERGREEN RD RD # 1170 * ** SOUTH * ** Press <Return> to continue. EVERGREEN RD RD # 1170 * ** SOUTH * ** 08/20/86 - 1,361 CURRENT - 1,568 + 5 YRS - 1,907 + 15 YRS - 2,823 + 20 YRS - 3,435 24TH AVE RD # 5951 * ** WEST * ** 08/20/86 - 1,877 CURRENT - 2,163 + 5 YRS - 2,632 + 15 YRS - 3,895 + 20 YRS - 4,739 32ND AVE RD # 5971 * ** WEST * ** 08/18/86 - 3,386 CURRENT - 3,902 + 5 YRS - 4,747 + 15 YRS - 7,026 + 20 YRS - 8,549 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. PF16 to Exit. SULLIVAN RD RD # 4597 * ** NORTH * ** 07/05/84 - 3,541 CURRENT - 4,434 + 5 YRS - 5,395 + 15 YRS - 7,986 + 20 YRS - 9,716 24TH AVE RD # 5951 * ** EAST * ** 07/05/84 - 992 CURRENT - 1,242 + 5 YRS - 1,512 + 15 YRS - 2,237 + 20 YRS - 2,722 SULLIVAN RD RD # 4597 * ** NORTH * ** 11/13/84 - 2,559 CURRENT - 3,160 + 5 YRS - 3,845 + 15 YRS - 5,692 + 20 YRS - 6,924 32ND AVE RD # 5971 * ** EAST * ** CURRENT & PROJECTED TRAFFIC COUNTS Station # 4170 Press <Return> to continue. CURRENT & PROJECTED TRAFFIC COUNTS Station # 4020 Press <Return> to continue. SULLIVAN RD RD # 4597 * ** SOUTH * ** 07/05/84 - 2,829 CURRENT - 3,543 + 5 YRS - 4,310 + 15 YRS - 6,380 + 20 YRS - 7,762 24TH AVE RD # 5951 * ** WEST * ** 09/12/80 - 1,056 CURRENT - 1,535 + 5 YRS - 1,868 + 15 YRS - 2,765 + 20 YRS - 3,363 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. PF16 to Exit. SULLIVAN RD RD # 4597 * ** SOUTH * ** 11/13/84 - 926 CURRENT - 1,143 + 5 YRS - 1,391 + 15 YRS - 2,059 + 20 YRS - 2,506 32ND AVE RD # 5971 * ** WEST * ** 11/13/84 - 2,080 CURRENT - 2,568 + 5 YRS - 3,124 + 15 YRS - 4,625 + 20 YRS - 5,627 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. PF16 to Exit. 7 _ RECEIPT Received Address From Dote .) � i9 O N . ........ , �C j -� R / yC — ` i rat Alb / �l ^E "K / � (� / l Q I! _ u i f �AJLe (� /( V o Dollars $ /00 --1 For �'./ P �� /� : -e -p y A I �f �_ . F1 i r..' ACCOUNT HOW PAID .•..• A NT ACCOUNT -. CA511 . (-,r., �lF ... ( / / /-) /' Ald U�yi - ^' / 1 1/J. / By t AMT. PAID CtiECK 9uANCF� DUE MONE MOVE Od1l4C 1jp51fiP Ii11. �9: t: . ry :1 .q . lj yi,5f 1 ?, i:ilii;l;IQtlfii . 1 1) P'l SA Smith 1111Homes "A Trademark of Quality" A DIVISION OF W.R.S. &ASSOC., INC.,. P.O. BOX 14064 • SPOKANE, WA 99214 V CON. LIC. NO. WRSAS -245MG TELEPHONE: 922-0782 11.00666411' t: L 25000 L05 1167 3788900 Valley Financial Center U.S. BANK OF WASHINGTON Spokane, WA 99206 19- 10/1250 116 6664 L REF L /£ter_ TO THE ORDER OF SMITH HOMES A DI TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: ME- 149455M NESTED IN: W.R.S. and Associates P.O. Box 14084 Spokane, WA 99214 cc: Inland Pac. Eng. cc: Spokane County Engineering cc: Spokane County Planning PLAT CERTIFICATE Effective Date: February 7, 1990 at 8:00 a.m. (continued) Charge: Tax: Total: Situate in the County of Spokane, State of Washington. Certificate for Filing Proposed: EVERGREEN POINT 4TH In the matter, of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for ' closing any transaction. Liability is limited to the amount paid for this _,;certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Portions of Tracts 224, 225, 226 and 227 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southeast corner of Lot 5, Block 2 of EVERGREEN POINT, as per plat thereof recorded in Volume 18 of Plats, page 33; thence North 00 °43'00" East along the Easterly line said plat a distance of 49.75 feet to the true point of beginning; thence continuing North 00 °43'00 East along said Easterly line a distance of 525.00 feet to the Northeast corner of Lot 1, Block 1 of said plat; thence South 89 °17'00" East a distance of 187.50 feet; thence South 00 °43'00" West a distance of 21.54 feet; thence South 89 °17'00" East a distance of 130.00 feet; thence South 06 °29'04" West a distance of 134.33 feet; thence South 58 °47'00" East a distance of 60.00 feet; thence South 31 °13'00" West a distance of 50.00 feet; thence South 05 °36'06" West a distance of 297.35 feet; thence North 89 °17'00" West a distance of 305.00 feet to the true point of beginning; $125.00 9:75 $134.75 WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest and HAROLD G. ANDERSON, JR., as to an undivided 1/3 interest. Order No.ME- 149455M Page No. 3 3. Lack of a recorded means of ingress or egress to a public road from said property. It is assumed that there exists a valid and subsisting easement for that purpose over adjoining properties, but the Company does not insure against any rights based on a contrary state of facts. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. NOTE 1: POWER OF ATTORNEY: PRINCIPAL: H.G. Anderson, a single man, aka Harold G. Anderson, Jr. ATTORNEY IN FACT: Wesley B. Anderson or Alice M. Anderson RECORDED: March 17, 1987 RECORDING NO.: 8703170178 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 2: POWER OF ATTORNEY: PRINCIPAL: Roy H. Nyholm and Marie E. Nyholm, husband and wife ATTORNEY IN FACT: Wesley B. Anderson or Alice M. Anderson RECORDED: May 16, 1988 RECORDING NO.: 8805160223 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 3: POWER OF ATTORNEY: PRINCIPAL: Wesley B. Anderson and Alice M. Anderson, husband and wife ATTORNEY IN FACT: Mary E. Nyholm or Roy H. Nyholm RECORDED: May 16, 1988 RECORDING NO.: 8805160224 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. (continued) 3. Lack of a recorded means of ingress or egress to a public road from said property. It is assumed that there exists a valid and subsisting easement for that purpose over adjoining properties, but the Company does not insure against any rights based on a contrary state of facts. 4. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. NOTE 1: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 2: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 3: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: (continued) Order No.ME- 149455M Page No. 3 H.G. Anderson, a single man, aka Harold G. Anderson, Jr. Wesley B. Anderson or Alice M. Anderson March 17, 1987 8703170178 Roy H. Nyholm and Marie E. Nyholm, husband and wife Wesley B. Anderson or Alice M. Anderson May 16, 1488 8805160223 Wesley B. Anderson and Alice M. Anderson, husband and wife Mary E. Nyholm or Roy H. Nyholm May 16, 1988 8805160224 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. ENCLOSURES: Paragraphs(s) Notes 1, 2, 3 Plat nap Vesting Deed(s) pds Order No.ME- 149455M Page No. 4 TRANSAMERICA TITLE INSURANCE COMPANY Micki Erwin, Title Officer For Service on this Order, Call: (509) 922 -2222 22 • ey el ,orb I kl/Siz/^ FRA/ 22 n ,f� 2/ ttANSAMERICA TITLE Ir.ddRAnt ttMPANY \ NORTH 720 AROQNN€ ROAD SPOKANE„ this print is made fiu locating said premises Ind Ills sumo .; asemiles no l fityftr variations, tot, WiWOM6 and io ascertained D/ b dttd*f Survey. \ y ® 9 60' • •• SPOKANE COUNTY EZTISTErR 'S OFF ICE .::.„‘.::;;;4;efr,:.-.,4 • Tyr■ lc :11 Cr o s.s t i en Do t e rm Loa t ton • n ;:„'''; . TO: mATER LABOaATORY ' • • FROM: • Please furnish';Stab(lomete'rHlt‘values for the soils on the followint, roject: Private Road • : • . •4."' ,• . ..V .. , .. .. , kSee:::attached-sectionmapy -•:::: 11 2;:Y4LUESI'gZ „ :, ,,,,mf.,•:**iiv:7, 1.,;(315.ttvi. ....., _ • 4 FUNCTIONAL CLASS TRAFFIC INDEX Hajor Arterial . . • . • . Secondary Arterial . . Collector Arterial 5 These are guide! ne • rafflc indexes only. Tr-trite data sr-cif to the pro ject art- necesSary to calculate individual traffic indexcs. 208 POND CALCULATIONS Project Evergreen Point 4th Add. Side Slope 3 : 1 Date: 21- Apr -90 Depth tin) 6 11:17 AM Vol/ft 0.375 208 Upstream Storage Carryover Accuml. Pond Dimensions 208 sub Impervious Req't Storage Storage Storage Carryover basin Area Req't Req't Length Width Provided Downstream al 3643 151.8 151.8 16 18 169.5 0.0 a2 4070 169.6 0.0 169.6 16 18 169.5 0.1 a3 5874 244.8 0.1 244.8 18 26 267.0 0.0 b1 3643 151.8 0.0 151.8 16 18 169.5 0.0 b2 4385 182.7 0.0 182.7 18 18 189.0 0.0 b3 5750 239.6 0.0 239.6 18 50 501.0 0.0 cl 4692 195.5 0.0 195.5 18 20 208.5 0.0 c2 3157 131.5 0.0 131.5 14 16 134.5 0.0 c3 7870 327.9 0.0 327.9 20 30 337.5 0.0 dl 3575 149.0 0.0 149.0 16 16 152.0 0.0 / Cyr C411,749./42 ,-(yibue 7t1 AAAA /Aivv CURB DROP CALCULATIONS Curb Drop Depression (Inches) Standard Curb Drop Length 2 Project Evergreen Point 4th 4 Date: 21- Apr -90 10:42 AN 208 Upstream Length sub Impervious Gutter Flow Required basin Area 0 Slope Z/n Depth Oa /La O /(Oa /La) al 3643 0.24 0.03 2250 0.08 0.054 4.43 a2 4070 0.30 0.02 2250 0.09 0.06 4.95 a3 5874 1.91 bI 3643 0.24 0.03 2250 0.08 0.054 4.43 b2 4385 0.29 0.02 2250 0.09 0.062 4.65 b3 5750 0.97 0.008 2250 0.17 0.116 8.36 cI 4692 0.31 0.012 2250 0.10 0.07 4.40 c2 3157 0.21 0.012 2250 0.09 0.06 3.46 c3 7870 1.47 dl 3575 0.28 0.008 2250 0.11 0.073 3.84 T0: Inland I lc Engineering South 25 Altamont Spokane, Washinglon 509 535 -1410 99202 Spokane County Engineer N. 811 Jefferson Spokane, WA 99260 PROJECT: Evergreen Point Fourth Addition ATTENTION: Gary Nelson Gentlemen: We are sending ( ) enclosed ( ) under separate cover copies of the following: Description Transmittal DATE: Apri / )V Blueline Prints / / Copy of Letter / / / / Original Drawing / / Contract Documents / % / / Work Authorization / / Report / % No. Copies Date Description 2 Road Plans (2 sheets) 1 Storm Drainage Analysis Requested Action / / Information /X/ Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks Please review and call if you have any questions or comments. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By at p s Steven P. Soltys a . APR 0 51990 SPOttklE l i Sri; Erna EER It A VI" h Date: April 21,1990 Designer: qsn Basin: a Project Name: Description: evergreen point fourth Sub Area #: 1 3.270 Acres Runoff Coefficient: 0.250 Total. Area: 3.270 Acres Overland Flow Values Ct: L: N: S: 0.150 225.000 0.400 0.020 Channel Flow Val ues L 510.000 Z1: 36.000 Z2: 0. 172 N: 0.016 B: 0.000 S: 0.040 TD: 0.172 Computed Values Du r: 110: 010: OA: 9.604 2.297 1.879 1.905 Rational Formula Hydrology Composite Runoff Coefficient: 0.250 Date: April 21,1990 Project Name: evergreen point fourth Description: Bowstring Computations Designer: gsn Basin: a t t Intensity QDev VIn VOut Storage (min.) (sec.) (in /hr) (cfs) (cf) (CO (c_f) 5.0 300 3.18 2.60 1045 600 445 7.0 * 420 2.72 2.22 1250 840 410 10.0 600 2.24 1.83 1360 1200 160 15.0 900 1.77 1.45 1509 1800 -291 20.0 1200 1.45 1.19 1592 2400 -808 25.0 1500 1.21 0.99 1625 3000 -1375 30.0 1800 1.04 0.85 1652 3600 - -1948 35.0 2100 0.91 0.74 1668 4200 -2532 40.0 2400 0.82 0.67 1705 4800 -3095 45.0 2700 0.74 0.60 1720 5400 -3680 50.0 3000 0.68 0.56 1747 6000 -4253 55.0 3300 0.64 0.52 1801 6600 -4799 60.0 3600 0.61 0.50 186E 7200 -5334 65.0 3900 0.59 0.49 1966 7800 -5834 70.0 4200 0.58 0.47 2059 8400 -6341 75.0 4 500 0.55 0.45 2106 9000 -6894 80.0 4800 0.53 0.43 2142 9600 -7458 85.0 5100 0.51 0.42 2207 10200 -7993 90.0 5400 0.50 0.41 2266 10800 -8534 95.0 5700 0.48 0.40 2317 11400 -9083 100.0 6000 0.47 0.38 2360 12000 -9640 The Maximum Storage is: 445 cf The time of concentration is: 7 minutes The undeveloped flow out is: 2.00 cfs Ten Year Storm Calculation Date: April 21,1990 Project Name: Description: evergreen point fourth Sub Area #: 1 1.380 Acres Total Area: Overland Flow Values C:t : 0. 150 L_: 110.000 N: 0.400 S: 0.020 Channel Flow Values 590.000 Z1: 36.000 Z2: 0.170 N: 0.016 8: 0.000 S: 0.040 TD: 0.128 Computed Values Dur: 8.058 110: 2.520 Q10: 0.869 QA: 0.870 Rational Formula Hydrology Designer: gsn Basin: b Runoff Coefficient: 1.380 Acres Composite Runoff Coefficient: 0.250 0.250 Date: April 21,1990 Designer: qsn Basin: b Project Name: Description: evergreen point fourth Sub Area #: 1 0.320 Acres Total Area: Overland Flow Values C: t : L: N: S: 0.150 10.000 0.400 0.020 Computed Values Dur: I10: 010: 1.114 3. 180 0.916 Rational Formula Hydrology Runoff Coefficient: 0.320 Acres Composite Runoff Coefficient: 0.900 0.900 Date: April 21,1930 Project Name: evergreen point fourth Description: Bowstring Computations Designer: qsn Basin: b t t Intensity QDev VIn VOut Storage (min.) (sec_.) (in /hr) (cfs) (cf) (cf) (cf) 5.0 * 300 3.18 0.92 368 300 68 10.0 600 2.24 0.65 453 600 -147 15.0 900 1.77 0.51 511 900 -389 "P0.0 1200 1.45 0.42 544 1200 -656 25.0 1 500 1.21 0.35 558 1 500 -942 30.0 1800 1.04 0.30 570 1800 -1230 35.0 2100 0.91 0.26 577 2100 -1523 40.0 2400 0.82 0.24 591 2400 -1809 45.0 2700 0.74 0.21 597 2700 -2103 50.0 3000 0.68 0.20 607 30100 -2393 55.0 3300 0.64 0.18 627 3300 -2673 60.0 3600 0.61 0. 18 650 3600 -2950 65.0 3900 0.59 0. 17 686 3900 -3214 70.0 4200 0.58 0.17 719 4200 -3481 75.0 4500 0.55 0. 16 736 4500 -3764 80.0 4800 0.53 0.15 748 4800 - 4052 85.0 5100 0.51 0. 15 772 5100 -4328 90.0 5400 0.50 0.14 792 5400 -4608 '35.0 5700 0.48 0. 14 810 5700 -4890 100.0 6000 0.47 0.14 826 6000 -5174 The Maximum Storage is: 68 cf The time of concentration is: 5 minutes The undeveloped flow out is: 1.00 cfs Ten Year Storm Calculation Date: April 21,1990 Designer: gsn Basin: Project Name: Description: evergreen point fourth Sub Area #: 1 1.850 Acres Total Area: .overland Flow Values C t : L: N: S: Dur: 110: 010: 0.150 10.000 0.400 0.020 Computed Values 1.114 3. 180 1.471 Rational Formula Hydrology Runoff Coefficient: 1.850 Acres Composite Runoff Coefficient: 0.250 0.250 Date: April 21, 1'390 Project Name: evergreen paint fourth Description: Bowstring Computations Designer: gsn Basin: t t Intensity QDev VIn " VOut Storage (min.) (sec.) (in /hr) (cfs) (cf) (cf) (cf) 5.0 * 300 3.18 1.47 591 300 291 10.0 600 2.24 1.04 727 600 127 15.0 900 1.77 0.82 820 900 -80 20.0 1200 1.45 0.67 873 1200 -327 25. V 1500 1.21 0.56 897 1500 -603 30.0 1800 1.04 0.48 915 1800 ' -885 - 35.0 2100 0.91 0.42 927 2100 -1173 40.0 2400 0.82 0.38 949 2400 -1451 45.0 2700 0.74 0.34 959 2700 -1741 50.0 3000 0.68 0.31 976 3000 - 2024 55.0 3300 0.64 0.30 1007 3300 -2293 60.0 3600 0.61 0.28 1044 3600 - -2556 65.0 3900 0.59 0.28 1101 3900 -2799 70.0 4200 0.58 0.27 1154 4200 -3046 75.0 4500 0.55 0.26 1181 4500 -3319 80.0 4800 0.53 0.25 1202 4800 -3598 85.0 5100 0.51 0.24 1239 5100 -3861 90. 0 5400 0.50 0.23 1272 5400 -4128 95.0 5700 0.48 0.22 1301 5700 -4399 100.0 6000 0.47 0.22 1326 6000 -4674 The Maximum Storage is: 291 cf The time of =concentration is: 5 minutes The undeveloped flow out is: . 1.00 cfs LEM:J/M Uh vt.x/AULt. Lvxvc GIVEN IS LARGER SIGHT DISTANCE 198.89830508 �l (Th9 � �o+ PROFILE ct, 10+38,5 PI |= 0.000 L/H Pt.= 0"000 @ 0 Grade= 1^231% 10+38"5 28,010 10+50 28.152 11+00 28"767 11+50 29"383 12+00 29.999 12+50 30,614 12+70"76 PI L= 0.000 L/H Ft.= 0.000 @ 0 Grade= 1.996% 12+70.76 30.870 13+00 31^454 13+50 32.452 13+50 32.452 13+50 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.2313786274 GRADE #r = 1.99624236731 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -1035^32671702 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 7 LOT\ PROFILE 4+84 PI L= 0"000 L/H Pt.= 0.000 @ 0 Grade= 1"303% 4+84 30.790 5+00 30^998 5+25 31.324 31^324 5+50 31.519 31.650 5+50 PT L= 50^000 L/H Pt.= 31.526 Cis 5+56.003 Grade= -.798% 5+50 31.519 31.650 5+75 31,450 6+00 31"251 6+25 31"051 6+50 30.852 6+75 30.652 7+00 30"452 7+25 30,253 7+50 .30.053 7+75 29.853 8+00 29.654 8+25 29.454 9+25 29.454 8+25 PI L= 0"000 L/H Pt.= 0^000 P 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.30303030303 GRADE #2 = -.798457218256 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -267"446454972 2+35 28,318 2+40 28"384 2+45 28.450 2+50 28^516 2+55 28.582 2+60 28,648 2+60 28.648 2+60 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERCICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.825471698113 GRADE #2 = -,786163522013 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -20993"7220342 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = '.786163522013 GRADE 4412 = -"800915331908 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -94521.7619856 LENGTH OF VERTICLE CURVE (GIVEN) o GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.800915331808 GRADE #2 = 1.31756106944 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -145.979855762 LENGTH OF VERTICLE CURVE (GIVEN) 100 RIVEN IS LARGER SIGHT DISTANCE 123,13559322 PROFILE 0+00 PI L= 0"000 L/H Pt.= 0.000 e 0 Grade=; -.825% 0+00 28.610 0+05 29.569 0+10 28.527 0+15 28.486 0+16.96 PI L= 0"000 L/H Pt.= 0.()00 @ 0 Grade= -"786% 0+16.96 28"470 0+20 28^446 0+25 28"407 0+30 29.367 0+35 28"329 0+40 28.289 ()+45 28,250 0+50 28.210 0+55 28.171 0+55.12 PI L= 0"000 L/H Pt.= 0.000 @ 0 Grade= -.801% 0+55.12 28.170 0+60 28^131 0+65 28.091 0+70 28.051 0+75 28.011 0+90 27.971 0+85 27.931 0+90 27.891 0+95 27.851 1+00 27.811 1+05 27.771 1+10 27^730 27.730 1+15 27.693 27.690 1+20 27^661 27.650 1+25 27.634 27.610 1+30 27.613 27.570 1+35 27,596 27"530 1+40 27"586 27.490 1+45 27.580 27.450 1+50 27"580 27.410 1+55 27"585 27,370 1+60 27.575 27.330 1+60 PI L= 100.000 L/H Pt.= 27.579 @ 1+47"806 Grade= 1.318% 1+60 27.595 27.330 1+65 27,610 27.396 1+70 27.631 27"462 1+75 27.657 27.528 1+80 27.689 27.594 1+85 27.726 27.659 1+90 27.768 27.725 1+95 27.815 27^791 2+00 27.868 27.857 2+05 27,926 27.923 2+10 27,989 2+15 28"()55 2+20 28.121 2+2'; 29.186 Prepared by: INLAND PACIFIC ENGINEERING South 25 Altamont Spokane, WA 99202 (509)- 535 -1410 EVERGREEN POINT FOURTH ADDITION STORM DRAINAGE ANALYSIS May 9, 1990 PURPOSE The purpose of this report is to determine the extent of storm drainage facilities which will be required to dispose of stormwater runoff created by the development of Evergreen Point Fourth Addition. The storm drainage facilities on this project will be designed to dispose of runoff from a ten year design storm. This development is within the Aquifer Sensitive Area and is subject to '208' requirements. ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, will be used to determine the peak discharges and runoff volumes. PROJECT DESCRIPTION Evergreen Point Fourth Addition is a 3.8 acre, 9 lot subdivision located in the SW 1/4 of Section 26, T 25 N, R 44 EWM. Sheet 76 of the Soil Survey of Spokane County, Washington (copy attached) shows that the soil type is GgA (Garrison gravelly loam, 0 to 5% sideslopes) which is somewhat excessively drained and has moderately rapid permeability. In the future developed condition, the subdivision will be divided into 5 basins, A through E, by the crowns and high points of the various road improvements (see basin map attached). As the basin map shows, the drainage analysis includes future development to the north of this development where a significant drainage is located. The runoff from Basin E will temporarily be disposed of in a rock sump. '208' storage and disposal of the runoff will be accomplished with the next development to the east. CALCULATIONS The total and the impervious basin areas used to calculate the times of concentration and the peak flows for each basin as shown on the pages following are tabulated below. BASIN TOTAL AREA IMPERVIOUS AREA SO. FT. ACRES SOFT. ACRES A 142,750 3.27 13,550 .31 B 60,250 1.38 13,778 .32 C 80,800 1.85 15,200 .35 D 8,450 .19 3,575 .08 E 3,250 .07 1,250 .02 "C" Factor for Rational Method The "C" factor was taken from page 6 -2 of Guidelines using a gross area of 3.8 acres and 9 lots resulting in a density of 2.37 dwelling units per gross acre. A "C" Factor of .25 was used for Basins A, B, and C. For Basins D and E, the "C" Factor is as calulated below. Basin D C = [.90(.08)+ .15(.11)]/.19 = .47 Basin E C = [.90(.02)+ .15(.05)]/.07 = .36, /> PEAK FLOW CALCULATION BASIN A Tot. Area Imp. Area C = CASE 1 CASE 2 225 ft. Overland Flow 5.77 3.270 0.310 0.25 Ct = L = n = 5 = Tc = 7.22 min., by Equation 3 -2 of Guidelines 510 ft. Gutter Flow Z = n = S = 0.15 225 ft. 0.40 0.020 36 0.016 0.040 d = 0.16 ft. w A Q Tc Tc total I Qc 0.46 1.91 Qpeak for Case 1 = 1.91 cfs 2.06 9.27 2.33 1.91 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.89 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.91 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 9.27 Outflow (cfs) 2 Design Year Flow 10 . Area (acres) 3.27 Impervious Area (sq ft) 13550 C' Factor 0.25 208' Volume Provided 591 Area • C 0.818 Time Time Inc. Intensity 0 Devel. Vot. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 9.27 556.2 2.33 1.91 1421 1112.4 309 5 300 3.18 2.60 1045 600 445 10 600 2.24 1.83 1445 1200 245 15 900 1.77 1.45 1576 1800 -224 20 1200 1.45 1.19 1647 2400 -753 25 1500 1.21 0.99 1671 3000 -1329 30 1800 1.04 0.85 1691 3600 -1909 35 2100 0.91 0.74 1703 4200 -2497 40 2400 0.82 0.67 1736 4800 -3064 45 2700 0.74 0.60 1748 5400 -3652 50 3000 0.68 0.56 1773 6000 -4227 55 3300 0.64 0.52 1826 6600 -4774 60 3600 0.61 0.50 1890 7200 -5310 65 3900 0.60 0.49 2006 7800 -5794 70 4200 0.58 0.47 2081 8400 -6319 75 4500 0.56 0.46 2147 9000 -6853 80 4800 0.53 0.43 2162 9600 -7438 85 5100 0.52 0.43 2248 10200 -7952 90 5400 0.50 0.41 2285 10800 -8515 95 5700 0.49 0.40 2359 11400 -9041 100 6000 0.48 0.39 2429 12000 -9571 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point 4th BASIN: A DESIGNER: SPS DATE: 04/24/90 565 cu ft 591 cu ft 445 cu ft 0 Type "A" 2 Type "8" PEAK FLOW CALCULATION BASIN B Tot. Area 1.380 Imp. Area 0.320 C = 0.25 CASE 1 CASE 2 110 ft. Overland Flow Tc = 4.70 min., by Equation 3 -2 of Guidelines 590 ft. Gutter Flow 4.34 Ct = 0.15 L = 110 ft. n = 0.40 S = 0.020 Z n S = 36 0.016 0.040 d = 0.12 ft. w A Q Tc Tc total I Qc 0.26 0.89 Qpeak for Case 1 = 0.89 cfs 2.88 7.58 2.59 0.89 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.92 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.92 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 . Area (acres) 0.32 Impervious Area (sq ft) 13778 C' Factor 0.9 208' Volume Provided 628.5 Area * C 0.288 208' DRAINAGE POND CALCULATIONS • Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point 4th BASIN: B DESIGNER: SPS DATE: 04/24/90 Time Time Inc. Intensity 0 Devet. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 0.92 368 300 68 5 300 3.18 0.92 368 300 68 10 600 2.24 0.65 453 600 -147 15 900 1.77 0.51 511 900 -389 20 1200 1.45 0.42 544 1200 -656 25 1500 1.21 0.35 558 1500 -942 30 1800 1.04 0.30 570 1800 -1230 35 2100 0.91 0.26 577 2100 -1523 40 2400 0.82 0.24 591 2400 -1809 45 2700 0.74 0.21 597 2700 -2103 50 3000 0.68 0.20 607 3000 -2393 55 3300 0.64 0.18 627 3300 -2673 60 3600 0.61 0.18 650 3600 -2950 65 3900 0.60 0.17 692 3900 -3208 70 4200 0.58 0.17 719 4200 -3481 75 4500 0.56 0.16 742 4500 -3758 80 4800 0.53 0.15 748 4800 -4052 85 5100 0.52 0.15 779 5100 -4321 90 5400 0.50 0.14 792 5400 -4608 95 5700 0.49 0.14 819 5700 -4881 100 6000 0.48 0.14 844 6000 -5156 574 cu ft 628.5 cu ft 68 cu ft 0 Type "A" 1 Type "B" PEAK FLOW CALCULATION BASIN C Tot. Area Imp. Area C CASE 1 CASE 2 6.79 1.850 0.350 0.25 0 ft. Overland Flow Ct = L = n = S = 320 ft. Gutter Flow Z = n = S = 0.15 0 ft. 0.40 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines 36 0.016 0.010 d = 0.19 ft. w A Q Tc Tc total I Qc 0.64 1.47 Qpeak for Case 1 = 1.47 cfs 2.32 5.00 3.18 1.47 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 1.00 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.47 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 Area (acres) 1.85 Impervious Area (sq ft) 15200 C' Factor 0.25 208' Volume Provided 717 Area * C 0.463 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided Number and Type of Drywells Required PROJECT: Evergreen Point 4th BASIN: C DESIGNER: SPS DATE: 05/09/90 Time Time Inc. Intensity Q Devet. Vol. In got. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 1.47 591 300 291 5 300 3.18 1.47 591 300 291 10 600 2.24 1.04 727 600 127 15 900 1.77 0.82 820 900 -80 20 1200 1.45 0.67 873 1200 -327 25 1500 1.21 0.56 897 1500 -603 30 1800 1.04 0.48 915 1800 -885 35 2100 0.91 0.42 927 2100 -1173 40 2400 0.82 0.38 949 2400 -1451 45 2700 0.74 0.34 959 2700 -1741 50 3000 0.68 0.31 976 3000 -2024 55 3300 0.64 0.30 1007 3300 -2293 60 3600 0.61 0.28 1044 3600 -2556 65 3900 0.60 0.28 1111 3900 -2789 70 4200 0.58 0.27 1154 4200 -3046 75 4500 0.56 0.26 1192 4500 -3308 80 4800 0.53 0.25 1202 4800 -3598 85 5100 0.52 0.24 1251 5100 -3849 90 5400 0.50 0.23 1272 5400 -4128 95 5700 0.49 0.23 1315 5700 -4385 100 6000 0.48 0.22 1355 6000 -4645 633 cu ft 717 cu ft ? DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring 291 cu ft 0 Type "A" 1 Type "B" PEAK FLOW CALCULATION BASIN D Tot. Area 0.190 Imp. Area 0.080 C = 0.47 CASE 1 CASE 2 3.78 0 ft. Overland Flow Ct = L = n = S 0.15 0 ft. 0.40 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines 160 ft. Gutter Flow Z n = S = 36 0.016 0.008 d = 0.11 ft. w A Q Tc Tc total I Qc 0.20 0.28 Qpeak for Case 1 = 0.28 cfs 1.91 5.00 3.18 0.28 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.23 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.28 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 . Area (acres) 0.19 Impervious Area (sq ft) 3575 C' Factor 0.25 208' Volume Provided 152 Area ` C 0.048 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point 4th Addi BASIN: D DESIGNER: SPS DATE: 04/04/90 Time Time Inc. Intensity Q Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 0.15 61 300 -239 5 300 3.18 0.15 61 300 -239 10 600 2.24 0.11 75 600 -525 15 900 1.77 0.08 84 900 -816 20 1200 1.45 0.07 90 1200 -1110 25 1500 1.21 0.06 92 1500 -1408 30 1800 1.04 0.05 94 1800 -1706 35 2100 0.91 0.04 95 2100 -2005 40 2400 0.82 0.04 97 2400 -2303 45 2700 0.74 0.04 98 2700 -2602 50 3000 0.68 0.03 100 3000 -2900 55 3300 0.64 0.03 103 3300 -3197 60 3600 0.61 0.03 107 3600 -3493 65 3900 0.60 0.03 114 3900 -3786 70 4200 0.58 0.03 119 4200 -4081 75 4500 0.56 0.03 122 4500 -4378 80 4800 0.53 0.03 123 4800 -4677 85 5100 0.52 0.02 128 5100 -4972 90 5400 0.50 0.02 131 5400 -5269 95 5700 0.49 0.02 135 5700 -5565 100 6000 0.48 0.02 139 6000 -5861 149 cu ft 152 cu ft -239 cu ft 0 Type "A" 1 Type "8" PEAK FLOW CALCULATION BASIN E Tot. Area 0.070 Imp. Area 0.020 C = 0.36 CASE 1 CASE 2 0 ft. Overland Flow Ct = L = n = S = 70 ft. Gutter Flow Z = n = S = d = 2.38 0.08 0.15 0 ft. 0.40 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines 36 0.016 0.008 0.07 ft. w A Q Tc Tc total I Qc 0.08 1.14 Qpeak for Case 1 = 0.08 cfs 5.00 3.18 0.08 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.06 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.08 cfs L N G) d > L 0 • > C L C L 3 CO O U O a m -0 N 0 0 (0 O. . Q1 a 0 N 0. 1- V d g 0 - d u 0 0 u u w z a 01 L d 0 > 0) .• O 0 - >. L 0 L O d L Y p CO N u d 01 Y • - L Cr O d 4- N 0 O N 0 L > V > d Q M L L N 0 Q t 0 E O J u K C O 0. O. T 0 C N co L O 2 C £ O o 4 P .0 i0 J OI 0 u N 0 to N U > O. J W co Q U C 0 .. L N 6 0 • N • CO d - co L 0 d N N 0. 0 O O 0 O O O O O O O O O O O O O O O O O IA N O 9 V) O I J N 1 O O P P N P P O M oo O- , N� 7O ^ N C 0 CO N 1 N 7 M f 7 03 00 .0 CO CO O O '0 O '0 N r r N N r In . .O VO CO b CO CO CO - N O d P N I- '4 in N P co e - N - 7 N P- M O CO b CO N N- )13 in N P co in 7 ▪ 7 N '— - N co P- N1 7 M O^ y co V1 P^ N. A .0t O co .O M I- qO W V\ M -1 in M .t in -t M I-- M J J J 1' 1' J J � L' in J U , O M -t O O c0 N .0 ! ^ 0 .0 N C C CO C C N C C C W CO 0 N CO CO CO Q ▪ Q Q co co co U U U O DRYWELLS Basin A The peak runoff from Basin A will be disposed of in 2 Type "B" drywells as shown on the plans. See attached Bowstring calculations. Basin B The peak runoff from Basin B will be disposed of in a Type "B" drywell as shown on the plans. See attached Bowstring calculations. Basin C The peak runoff from Basin C will be disposed of in a Type "B" drywell as shown on the plans. See attached Bowstring calculations. Basin D '208' CALCULATIONS Within each basin the streets are divided into subbasins by curb drops which capture upstream stormwater runoff from the impervious street surface and direct the runoff into grassy '208' ponds. As shown on the '208' calculation worksheet included, the '208' storage volume provided is adequate to perform '208' treatment for the runoff created by the first half inch of rainfall. In some cases, the typical ponds are not quite large enough to provide '208' storage for all of the upstream runoff. In such cases the excess is carried over to the downstream ponds which provide adequate capacity for the carry -over flows. The peak runoff from Basin D will be disposed of in a Type "B" drywell as shown on the plans. See attached Bowstring calculations. Basin E The peak runoff from Basin E will be disposed of in a Temporary Rock Sump as shown on the plans. See the rock sump calculation attached. CURB DROP CALCULATIONS It is necessary to check the adequacy of the curb drops provided to divert the runoff from the gutter into the '208' ponds. The curb drop calculation sheet included shows the required lengths of curb openings. . Roc"( jwaP CALCV.LAtIot- T{E Fo 1 3A5tkl E rs .10 CFS. �13okcc+ C4PACITt-( IJ�tSr G ?,:0■11 - o t7 =e2 'I:�:5 rLDvt) - to TEt tPo Pi -t DL59c5E a. tHI5 t Lc,vJ, P:-.11R QATC -= 72. IN He. Z �UCr rC� AC.Ek CL{ LirJbcc = T 1�L 4-1- Z r ��-1 -b G401 iNCCt,�_AN a /-�55LlM.E I_ = s r D = 5 ' 7 AREA= 98 sq. . Acc4- RECJV.rkem rpz .k0 c s (, 10 5 3cco Se.C_l� 5 72 h - / = (0 0 5� •c C.. / 11 l c- // � J / \ cr / I nEF.EFo�4t, 5 r 'JIA. Y. S jEP oc v SNMP 1S AUEGLAY r L d J 0 L 1 .- CO C 3 0 a 0 w 0 0 CO CO 0 L 3 0 • 0 . -• v 0 Li- 0 0 a N O 0 N a 0 0 0 0 a L K U N • C 0 *- C O L 0 0 0 0 0: L N 0 a• 0 3 w 0 S 3 O O. LL E 0 m 9 3 W C 11 L 0 L L •■ > N V 0 L OI 2 0 n 0 o EL u O J — 0 0 0 ce 0 L 4 0 O w L. 0. o U O L 0 a 0 v ✓ L. .0 m 0 1 L J w a 2 o L o 7 M 0 N a 0 0 0 a CO 0 0 0 0 0 L o • 0 v v • oo 0 a « .0 a .0 L u o u u u u o N 0 N N N N 0 -COI 9 LI E E H . ...t 0 M Tel V 0 .1 .1 .1 CO • M M N . 0 0 0 0 O O O • • 0 0 • 0 • 0 o CO 0 CO 0 N O 0 0 0 0 0 •- o O O O O O O 0 O 0 0 O O o O O O N N N N N N N N N N N N N N N N M M M M M M M M VO 'O .0 0 d )0 d 'O o O O O O O O O O 0 0 0 0 0 O O O O O co N^ co tel 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 N N P N N O M N .1 N 0 0 I O O O 0 0• O in . A M f 0 N P L N 1• co r co M.3 N M .1 N d M r M J J J Ltl CC + + s d v J K in O 0 O o o + + v1 l O a v 0 0 C w CO N M '' N M .- N M Q Q 6 [O CO 0 U U U O L u 0 a o 0- It i 4 i • (Joins sheet 67) SPOKANE COUNTY, WASHINGTON — SHEET I R. 44 E. 1 R. 45 E it AII L 3WS..ST; - L _ (Joins sheet 85) LIST <Subr: #1d7a4> Command: LIST Select objects: 1 selected, 1 found. Select objects: PDLYLINE Layer: 208 Closed starting width 0.00 ending width 0.00 fVo M b A3 VERTEX Layer: 208 at point, X= -2569.83 Y= 1881.85 Z= starting width 0.00 ending width 0.00 VERTEX Layer: 208 at point, X= - 2569.83 Y= 18 Z= starting width 0.00 ending width 0.00 VERTEX Layer: 208 at point, X= - 2543.83 Y= 1899.8 Z= starting width 0.00 ending width 0.00 VERTEX Layer: 208 at pint, X= - 2543.83 Y= 1895.47 Z= starting width 0.00 ending width 0.00 bulge -0.44 center X= - 2558.33 Y= 1895.47 Z= 0.00 radius 14.50 start angle 264d42'48" end angle OdO'0" VERTEX Layer: 208 at point, X= - 255 Y= 1881.03 Z= starting width 0.00 ending width 0.00 bulge 0.01 center X= - 2599.61 Y= 1449.37 Z= 0.00 radius 433.50 start angle 84d42'48" end angle 85d3'40" END SEQUENCE Layer: 208 Area = 441.96, Perimeter = 82.78 Vou, _ , 5�441•gb) r •37563170 = 252 Cu, Cr Command: LIST Select r_bjects:.1 selected, 1 found. Select objects: POLYLINE Layer: 208 Closed starting width 0.00 ending width 0.00 f'ofJb 83' VERTEX Layer: 208 at paint, X= - 2388.97 Y= 1828.83 Z= starting width 0.00 ARtoCkD Lt rp$G of / ace PONDS A3 53 ; C3 eT aes-r AGE sauaer) C.0.4i0 0.00 0.00 0.00 0.00 \�^� 0 Kuoi�� - I�]T ^° Select objects: 1 selected, 1 found. .�� _ �� ( {}��/ '�[} J��*'�~ \ `+ �~' Select objects: Command: POLYLINE Layer: 208 Closed starting width 0.00 ending width 0.00 VERTEX Layer: 208 at point, X= -1848.22 Y= 1789.53 Z= starting width 0^00 ending width 0.00 VERTEX Layer: 208 at point, X= -1834.24 Y= 1784.06 Z= starting width 0.00 ending width 0.00 bulge -0.18 center X= -1786^93 Y= 1762.36 Z= 0.00 radius 52.00 start angle 113d49'36» end angle 155d20'5" VERTEX Layer: 208 at point, X= -1807.99 Y= 1809.93 Z= starting width 0.00 ending width 0.00 0.00 0.00 0.00 VERTEX Layer: 208 at point, X= -1813.25 Y= 1823.99 Z= 0.00 starting width 0.00 ending width 0.00 bulge 0.19 center X= -1786.98 Y= 1762.36 Z= 0.00 radius 67.00 start angle 113d5'8" end angle 156d4'13" END SEQUENCE Layer: 208 Area = 659.52, Perimeter = 117.97 ,. � / , ^ , , ` , _ ./ V0�.&�\�^�� .��(a�� 7q0 ��,�� — Inland I � Pacific Engineering South 25 Altamont Spokane, Washington 509 535-1410 99202 T0: Spokane County Engineer's Office N. 811 Jefferson Spokane, WA 99260 PROJECT: EVERGREEN POINT 4TH ADDITION ATTENTION: Gary Nelson Gentlemen: We are sending () enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Copy of Letter / /4 Original Drawing / / Contract Documents / / / / Work Authorization / / Report / 7 No. Copies Date Description 1 Original Mylar Road Plans (2 Sheets) 1 Revised Storm Drainage Analysis Requested Action / / Information / / Review & Comments / / Distribution / / Written Approval / x/x Signature & Return / / Remarks If the changes have been made to your satisfaction, please stamp these drawings and let us know when they are ready to pick up. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: S Steven P. Soltys Transmittal DATE: May 9, 1990 nEtrrea MLA( 1 41996 VannitNMNSM Prepared by: INLAND PACIFIC ENGINEERING South 25 Altamont Spokane, WA 99202 (509) -535 -1410 EVERGREEN POINT FOURTH ADDITION STORM DRAINAGE ANALYSIS April 4, 1990 ° Lc c4--)47\ne\iv-Ac Po-wevv^- frr 4,15Cal/ 1;60 S40 ???--) PURPOSE The purpose of this report is to determine the extent of storm drainage facilities which will be required to dispose of stormwater runoff created by the development of Evergreen Point Fourth Addition. The storm drainage facilities on this project will be designed to dispose of runoff from a ten year design storm. This development is within the Aquifer Sensitive Area and is subject to '208' requirements. ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, will be used to determine the peak discharges and runoff volumes. PROJECT DESCRIPTION Evergreen Point Fourth Addition is a 3.8 acre, 9 lot subdivision located in the SW 1/4 of Section 26, T 25 N, R 44 EWM. Sheet 76 of the Soil Survey of Spokane County, Washington / (copy attached) shows that the soil type is GgA (Garrison gravelly loam, 0 to 5% sideslopes) which is somewhat excessiv drained and has moderately rapid permeability. (/ In the future developed condition, the subdivision will be divided into 5 basins, A through E, by the crowns and high points/ of the various road improvements (see basin map attached). As the basin map shows, the drainage analysis includes future development to the north of this development where a significant drainage is located. The runoff from Basin E will temporarily be disposed of in a rock sump. '208' storage and disposal of the runoff will be accomplished with the next development to the east. ��7 CALCULATIONS• The total and the impervious basin areas used to calculate the times of concentration and the peak flows for each basin as shown on the pages following are tabulated below. BASIN TOTAL AREA IMPERVIOUS AREA SO. FT. ACRES , SO.FT. ACRES A 7 142,750 3.27✓/ 13,550✓ / X31 / I- iA2iA3z //'9k,a B 250 1.38 13,7781/ /32 e /+6 °1�3° IJJ* C ( � „ r „ 1� 5, 200 , , 15, 200/7/ x /35 c(.013 = /y) �' s D 0 y Jo 8,450 0o 19✓ 3 r 8 1 E 5 r rt \,g� 3, 250 0 — , 4/ .02 lie w/ 'frNL "C” Factor for Rational Hethbd The "C" factor was taken from page 6 -2 of Guidelines using a gross area of 3.8 acres and 9 lots resulting in a density of 2.37 dwelling units per gross acre. The "C" factor for this density is .25.✓ PEAK FLOW CALCULATION BASIN A Tot. Area Imp. Area C = CASE 1 CASE 2 3.270// 0.310 0.25, 225 ft. Overland Flow Ct = 0.15 L = 225 ft ". n = 0.40,/ S = 0.020 v Tc = 7.22 min., by Equation 3 -2 of Guidelines 510 ft. Gutter Flow Z =, n = S = 5.77 0.46 36 / 0.016 ,/ 0.040 d = 0.16 ft. w A Q 1.91 /2.06 Qpeak for Case 1 = 1.91 /f Tc Tc total / I Qc 2.33 1.91 Case 2 assumes a Time of Concentration less than 5 so that the peak flow = .9(3.18)(Imp. Area) = O 89 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.91 cfs V BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 9.27 // Outflow (cfs) 2 6' Design Year Flow 10 / Area (acres) 3.27 V Impervious Area (sq ft) 13550 / C' Factor 0.25 208' Volume Provided 591 Area * C 0.818 5 300 3.18 2.60 1045 10 600 2.24 1.83 1445 15 900 1:77 1.45 1576 20 1200 1.45 1.19 1647 25 1500 1.21 0.99 1671 30 1800 1.04 0.85 1691 35 2100 0.91 0.74 1703 40 2400 0.82 0.67 1736 45 2700 0.74 0.60 1748 50 3000 0.68 0.56 1773 55 3300 0.64 0.52 1826 60 3600 0.61 0.50 1890 65 3900 0.60 0.49 2006 70 4200 0.58 0.47 2081 75 4500 0.56 0.46 2147 80 4800 0.53 0.43 2162 85 5100 0.52 0.43 2248 90 5400 0.50 0.41 2285 95 5700 0.49 0.40 2359 100 6000 0.48 0.39 2429 PROJECT: Evergreen Point 4th Addi BASIN: A DESIGNER: SPS DATE: 04/04/90 • Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 9.27 556.2 2.33 1.91 1421 1112.4 309 600 445 1200 245 1800 -224 2400 -753 3000 -1329 3600 -1909 4200 -2497 4800 -3064 5400 -3652 6000 -4227 6600 -4774 7200 , -5310 7800 -5794 8400 -6319 9000 -6853 9600 -7438 10200 -7952 10800 -8515 11400 -9041 12000 -9571 208' DRAINAGE POND CALCULATIONS )3 _cS0 ! 9 = 5br Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 1 565 /41t 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required 0 T ppee*A" it 2 Type "6" � • PEAK FLOW CALCULATION BASIN B Tot. Area Imp. Area C = CASE 1 CASE 2 4.33 1.380 0.3/0 0 110 ft. Overland Flow Ct = L = n = S = Tc = 4.70 min., by Equation 3 -2 of Guidelines 590 ft. Gutter Flow Z = n = S = d = 0.15 ✓ / 110 ft, :v 0.40 0.020 36 ✓/ 0.016 ,/ 0.040 3 0.12 ft. w A Q Tc Tc total I Qc 0.26 0.89 Qpeak for Case 1 = 0.8 2.88 7.58 2.59 0.89 / , Case 2 assumes a Time of Concentration less / than 5'minutes so that the peak flow = .9(3.18)(Imp. Area) = 0j 7 cfs So, the P ak flow for the is the greater of the two flows, 0.97 cfs BOWSTRING METHOD PROJECT: Evergreen Point 4th Addi DETENTION BASIN DESIGN Time Increment (min) Time of Conc. (min) Outflow (cfs) . Design Year Flow Area (acres) Impervious Area (sq ft) C' Factor 208' Volume Provided Area * C Time Time Inc. Intensity 0 Devel. (min) (min) (in /hr) (cfs) 5 300 3.18 0.92 5 300 3.18 0.92 10 600 2.24 0.65 15 900 1.77 0.51 20 1200 1.45 0.42 25 1500 1.21 0.35 30 1800 1.04 0.30 35 2100 0.91 0.26 40 2400 0.82 0.24 45 2700 0.74 0.21 50 3000 0.68 0.20 55 3300 0.64 0.18 60 3600 0.61 0.18 65 3900 0.60 0.17 70 4200 0.58 0.17 75 4500 0.56 0.16 80 4800 0.53 0.15 85 5100 0.52 0.15 90 5400 0.50 0.14 95 5700 0.49 0.14 100 6000 0.48 0.14 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided 5 5 / 10 0.32 13778 0.9 604 0.288 DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required BASIN: B DESIGNER: SPS DATE: 04/04/90 • Vol. In Vol. Out Storage (cu ft) (cu ft) (cu ft) 368 368 453 511 544 558 570 577 591 597 607 627 650 692 719 742 748 779 792 819 844 300 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 68 68 -147 -389 -656 -942 -1230 -1523 -1809 -2103 -2393 - 2673 -2950 -3208 - 3481 -3758 -4052 -4321 -4608 - 4881 -5156 68 cu ft - 0 Type "A " ype "B" 1 % • PEAK FLOW CALCULATION Tot. Area 1.850 Area 0.350 C = 0.25 CASE 1 CASE 2 0 ft. Overland Flow Ct = 0.15 L = 0 ft. n = 20✓ S = 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines 320 ft. Gutter Flow Z= n = S = d 36 0.016 0.010 0.19 ft. BASIN C w A Q � Tc Tc total I Qc 6.79 0.64 17 2.32 5.00 3.18 1.47 Qpeak for Case 1 = 1.47 cfs Case 2 assumes a Time of Concentration le than 5'minutes so that the peak flow = .9(3.18)(Imp. Area) = 1 0 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.47 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 / Outflow (cfs) 1 Design Year Flow 10� Area (acres) 1.85 / Impervious Area (sq ft) 15200 // C' Factor . 0.25 ✓ 208' Volume Provided 680 Area * C 0.463 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 1.47 591 300 291 5 300 3.18 1.47 591 10 600 2.24 1.04 727 15 900 1.77 0.82 820 20 1200 1.45 0.67 873 25 1500 1.21 0.56 897 30 1800 1.04 0.48 915 35 2100 0.91 0.42 927 40 2400 0.82 0.38 949 45 2700 0.74 0.34 959 50 3000 0.68 0.31 976 55 3300 0.64 0.30 1007 60 3600 0.61 .0.28 1044 65 3900 0.60 0.28 1111 70 4200 0.58 0.27 1154 75 4500 0.56 0.26 1192 80 4800 0.53 0.25 1202 85 5100 0.52 0.24 1251 90 5400 0.50 0.23 1272 95 5700 0.49 , 0.23 1315 100 6000 0.48 0.22 1355 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximus Storage Required by Bowstring PROJECT: Evergreen Point 4th Addi BASIN: C DESIGNER: SPS DATE: 04/04/90 300 291 600 127 900 -80 1200 -327 1500 -603 1800 -885 2100 -1173 2400 -1451 2700 -1741 3000 -2024 3300 -2293 3600 , -2556 3900 -2789 4200 -3046 4500 -3308 4800 -3598 5100 -3849 5400 -4128 5700 -4385 6000 -4645 633 cu ft 291 cu ft Number and Type of Drywells Required - 0 Type "A" 1 Type "B" PEAK FLOW CALCULATION BASIN D Tot. Area 0.080V (� Imp. Area 0.080. / C = 0.47t CASE 1 CASE 2 0 ft. Overland Flow Ct = L = n = S= 160 ft. Gutter Flow v Z = n = S = 0.15 0 ft. 0.40 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines 36 0.016 0.008 d = 0.11 ft. 3.78 0.20 0.28 Qpeak for Case 1 = 0.28 cfs 1.91 5.00 w A Q Tc Tc total I Qc 3.18 0.28 So, the Peak flow for the. Basin is the greater of the two flows, 0.28 cfs Case 2 assumes a Time of Concentration less/.han 5'minutes so that the peak flow = .9(3.18)(Imp. Area) = 0. 3 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 Area (acres) 0.19 / Impervious Area (sq ft) 3575 C' Factor 0.25 208' Volume Provided - 152 Area * C 0.048 Time Time Inc. Intensity Q Devet. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 0.15 61 300 -239 5 300 3.18 0.15 61 300 -239 10 600 2.24 0.11 75 600 -525 15 900 1.77 0.08 84 900 -816 20 1200 1.45 0.07 90 1200 -1110 25 1500 1.21 0.06 92 1500 -1408 30 1800 1.04 0.05 94 1800 -1706 35 2100 0.91 0.04 95 2100 -2005 40 2400 0.82 0.04 97 2400 -2303 45 2700 0.74 0.04 98 2700 -2602 50 3000 0.68 0.03 100 3000 -2900 55 3300 0.64 0.03 103 3300 -3197 60 3600 0.61 0.03 107 3600 . -3493 65 3900 0.60 0.03 114 3900 -3786 70 4200 0.58 0.03 119 4200 -4081 75 4500 0.56 0.03 122 4500 -4378 80 4800 0.53 0.03 123 4800 -4677 85 5100 0.52 0.02 128 5100 -4972 90 5400 0.50 0.02 131 5400 -5269 95 5700 0.49 0.02 135 5700 -5565 100 6000 0.48 0.02 139 6000 -5861 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximo Storage Required by Bowstring Number and Type of Drywells Required 149 cu t cu ft -239 cu ft PROJECT: Evergreen Point 4th Addi BASIN: D DESIGNER: SPS DATE: 04/04/90 0 Type HA"' . 1 Type "B" • PEAK FLOW CALCULATION BASIN E Tot. Area. 0.020/ / ✓� Imp. Area 0.020 C = O. CASE 1 CASE 2 70 ft. Gutter Flow 2.63 0 ft. Overland Flow Ct = L = n = S = Z = n = S = 0.15 0 ft. 0.40 0.020 36 0.016 0.008 d = 0.07 ft. 0.10 0.10 Qpeak for Case 1 = O.$ cfs Tc = 0.00 min., by Equation 3 -2 of Guidelines w A Q Tc Tc total I Qc 1.07 5.00 3.18 0.10 So, the Peak flow for the Basin is the greater of the two flows, 0.10 /cfs Case 2 assumes a Time of Concentration less an 5'minutes so that the peak flow = .9(3.18)(Imp. Area) = 0 cfs DRYWELLS 13 3 Basin A The peak runoff from Basin A will be disposed of in 2 Type ,”" drywelis as shown on the plans. See attached Bowstring calculations. Basin B /The peak runoff from Basin B will be disposed of in a Type "B" drywell as shown on the plans. See attached Bowstring ‘/calculations. Basin C The peak runoff from Basin C will be disposed of in a Type drywell as shown on the plans. See attached Bowstring ✓calculations. Basin D /The peak runoff from Basin D will be disposed of in a Type "B" drywell as shown on the plans. See attached Bowstring c alculations. Basin E The peak runoff from Basin E will be disposed of in a Temporary Rock Sump as shown on the plans. See the rock sump calculation attached. v '208' CALCULATIONS Within each basin the streets are divided into subbasins by curb drops which capture upstream stormwater runoff from the impervious street surface and direct the runoff into grassy '208' ponds. As shown on the '208' calculation worksheet included, the '208' storage volume provided is adequate to perform '208' treatment for the runoff created by the first half inch of rainfall. In some cases, the typical ponds are not quite large enough to provide '208' storage for all of the upstream runoff. In such cases the excess is carried over to the downstream ponds whi ch provide adequate capacity for the carry -over flows. CURS DROP CALCULATIONS / It is necessary to check the adequacy of the curb drops provided to divert the runoff from the gutter into the '208' ponds. The curb drop calculation sheet included shows the j /required lengths of curb openings. CURB DROP CALCULATIONS 1 Curb Drop Depression = 2 in. Standard Curb Drop Length = 4 ft. Upstream Gutter Roughness Reciprocal '208' Curb Drop Impervious Peak Slope Coeff. Cross slope Sub -Basin Station R/L Area Flow S n Z Al Bannen 16 +65 L 36434 0.24 0.030 0.016 36 - 2250 , 0.08' / 0.054✓ 447 Need 2 curb drops A2 14 +45 L 4070✓ / 0.27 / 10.020 0.016 '36 2250 ,0.09l/ 0.060/ 4.44 Need 2 curb drops A3 MCR L .5874 ✓ =1.91 ✓ Sump Condition B1 Bannen 16 +65 R ,36434 0.24 0.030 0.016 36 2250 0.08// 0.054/ ,4.47 Need 2 curb drops B2 14 +30 R 4385// 0.29 / 0.020 0.016 36 2250 0.09 / 0:062 1 4:65 Need 2 curb drops B3 28th 7 +45 L .. 5750/ 0.97t/ 0.97 ✓ 0.008 0.016 36 2250 0.17 ✓ 0.116 ✓ X 8:36 Need 2 curb drops Cl Barmen 11 +05 L 46924) 0.31 0.012 0.016 36 2250 0.10V 0.070✓ / 4.43 / Need 2 curb drops C2 11 +00 R 3157 ✓ / 0.21 / 0.012 0 -.016 36 2250 0.09, / 0.060/ 3.46 C3 End of Sac .7870 1.477 Sump condition D1 28th 8 +25 R , 3575'/ / 0.28 0.008 0.016 36 2250 0.11 1/ 0.073 / 3.85 ✓ • 2/n Depth Length of Flow Required d * Oa /La ** a /(Oa /La) Remarks * Calculated per Figure 18 of Guidelines ** Aa per Figure 16 of Ggitternhs * ** A 4 cf 4 foot curb drop with a 6" gutter has a capacity of 4.0 cfs in sump condition 4' 208' POND CALCULATIONS ' Project: Date: Designer: SPS '208' Sub -Basin Al A2 A3 Evergreen Point Fourth Addition 04- Apr -90 Curb Drop Station Bannen 16+65 L 14 +45 L MCR L B1 Bannen 16 +65 R 62 14 +30 R B3 . 28th 7 +45 L C1 Bannen 11 +05 L C2 11 +00 R C3 End of Sac 01 28th 8 +25 R 5 Upstream Impervious R/L Area '3643 4070 ,5874 Storage Req't 151.8 169.6 -3643 151.8 -4385 182.7 / '5750 239.6 4692 195.54 3157 131.5/ 7870 327.9 -3575 149.0 J �s.1 ✓ U ✓- • l 1 Le x ,<+ a 0 D .>C S a044-9 , 375 = 3 37, Carryover Storage Req't 0.1 gx53 " 53.1 r � ÷ 5'Jk l$ L_ \s� -x18 Accumui. Storage Req't Pond Type/ Size 151.8 16x18 169.6 16x18 244.9 18x26 151.8 16x18 182.7 18x18 239.6 18x50 195.5 18x20 131.5 14x16 327.9 .20x30 149.0 16x16 + fig 5 �il �p l4•�� 208' Storage Carryover Provided Downstream 169.5 0.0 169.5 0.1 52.0 .0 169.5 2 70.0 / 270.0 ✓ 208 5 q.5 G- iy .5 I& -}-() S- /4,$) Iy.s 37 S 0.0 0.0 0.0 0.0 0.0 0.0 i ally poQc '5UMC _ CALC1Al.A T lo.l _ _ PET Fww Fos BA5141 E 1 5 .t1/0. cps. Eh 3o1.4_44 %& r _ E ? DQ ID ED_ Eo z -(14(5 , t l�W to 'Tt;AvtPo 12.1u-t b 15( of 71415 FLGw , __PERCoLkTI • RATE = 7Z IN (H a` 1� 7 �clkp _- _. _ ... _ ... . (�2E4 owtLIb _ _ ' R tJL .+"rt z ..__. .SU�'�Ct._ e C . i .. ('+b �r\) 0T INC6uD1NCti 4‘55urn6 I. -= S ,. b= S .... _1 AREA= 9 ... 54' '- Pew 'REQtuee ro .lo c.-5 FT3. / \ ` [, 0_ f 3(000 sec-)( 1 IZ; ∎) = ( / . C4 . . Sec. /` 1%, s- / 7 Z'N /l Fr/ l/ �EREPO4t: 1 . S. �1A X . 5 b P Roe SlaMP _ IS_ AUE rEE l�b /7 7.- _ INLAND PACIFIC ENGINEERING . TRANSMITTAL South 25 Ahamont . 4 Spokane, WA 99202. (509)535 -1410 FAX(509) 535 -1942 Letter 0 Fax TO: SR.."A t �- -a C`< i s rr� 0 ve e . DATE: tz..4 h z_ N. ?,1.1 - S" scbd W,a.. ATTENTION: &ft Nez. ,.l. FAX No.: PROJECT: � j „ �' I IPE Proj. No.: F39 loci We are sending ( ) enclosed () under separate cover copies of the following: Description [' Blueline Prints Copy of Letter fl Original Drawing ❑ Contract Documents 11 Requested Action Information Rileview & Comments n Distribution n Written Approval ❑ Signature & Return Remarks Sincerely, 1 1 Work Authorization 1 Report INLAND PACIFIC ENGINEERING COMPANY, INC. 2oR' c mca crrrlo.3S . n No. Copies Description t �'�*tst - t�.-f £.O/ twlp t �r4C [^w4nSAIPD 1 Sr 2_01: c ccu t_t!-ncr _l`; / tor-,%/r cs RECEIVED DEC 0 81992 SPSKAME COURT, ENGINEER Lew r - .mow /4nl 0 - C.vvr.ec1 1 --/ .42.en - q r.-8 d 4I4s' 777 7» ,i./Fcr-P %.l acf , fl,r7 . Pi_ h1o7E 77 "- j iAVA./ el#4-P I S r a _J1 /Ir./A Tiler rtiac f A Jena cr . I4-fS &4 1 n-P S I - L t.espt /7iJ /_Y m ( 4rC/di Pie n4P9P-al1 /XtS ?tPn4S Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 535 - 1410. pile /9)= Cer GS ® nud. PEAK FLOW CALCULATION BASIN C Tot. Area Imp. Area C = CASE 1 CASE 2 6.79 1.850 0.350 0.25 0 ft. Overland Flow Ct = L= n = S Tc = 0.00 min., by Equation 3 -2 of Guidelines 320 ft. Gutter Flow Z= n = S = 0.15 0 ft. 0.40 0.020 36 0.016 0.010 d = 0.19 ft.' w A Q Tc Tc total I Qc 0.64 1.47 Qpeak for Case 1 = 1.47 cfs 2.32 5.00 3.18 1.47 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 1.00 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.47 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) - 1 Design Year Flow 10 Area (acres) 1.85 Impervious Area (sq ft) 15200 C' Factor 0.25 208' Volume Provided 717 Area * C 0.463 Time Time Inc- Intensity Q Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 1.47 591 '300 291 5 300 3.18 1.47 591 300 291 10 600 2.24 1.04 727 600 127 15 900 1.77 0.82 820 900 -80 20 1200 1.45 0.67 873 1200 -327 25 1500 1.21 0.56 897 1500 -603 30 1800 1.04 0.48 915 1800 -885 35 2100 0.91 0.42 927 2100 -1173 40 2400 0.82 0.38 949 2400 -1451 45 2700 0.74 0.34 959 2700 -1741 50 3000 0.68 0.31 976 3000 -2024 55 3300 0.64 0.30 1007 3300 -2293 60 3600 0.61 0.28 1044 3600 -2556 65 3900 0.60 0.28 1111 3900 -2789 70 4200 0.58 0.27 1154 4200 -3046 75 4500 0.56 0.26 1192 4500 -3308 80 4800 0.53 0.25 1202 4800 -3598 85 5100 0.52 0.24 1251 5100 -3849 90 5400 0.50 0.23 1272 5400 -4128 95 5700 0.49 0.23 1315 5700 -4385 100 6000 0.48 0.22 1355 6000 -4645 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point 4th BASIN: C DESIGNER: SPS DATE: 05/09/90 633 cu ft 717 cu ft 291 cu ft 0 Type "A" 1 Type "B" CURB DROP CALCULATIONS ' Curb Drop Depression = 2 in. Standard Curb Drop Length : 4 ft. Upstream Gutter Roughness Reciprocal Depth Length '208' Curb Drop Impervious Peak Slope Coeff. Cross slope of Flow Required Sub -Basin Station R/L Area Flow S n Z Zen d t Qa/Latt Q/(Qa/La) Remarks C1 BANNER 11 +05L 4692 0.31 0.0120 0.0160 36 2250 0.10 0.070 4.41 Need 2 curb drops C2 11 +00 L 3157 0.21 0.0120 0.0160 36 2250 0.09 0.060 3,44 C4 SAC. 1 +24.85L 3431 0.23 0.0049 0.0160 36 2250 0.11 0.074 3.06 C3 END OF SAC 4105 0.27 0.0160 36 2250 Sump Condition t Calculated per Figure 18 o Guidelines ** Calculated per Figure 16 o Guidelines ttt A 4 foot curb drop with a " gutter has a capacity of 4.0 cts in sump condition INLAND PACIFIC ENGINEERING 208' POND CALCOLAT•IONS • Project: Evergreen Paint Fourth Addition Date: 07- Dec -92 Designer: BAH • , Upstream Carryover Accumul. Pond '208' '208' Curb Drop Imper. Storage Storage Storage Type/ Storage Carryover Sub -Basin Station R/L Area Req't Req't Req't Size Provided Downstream C1 BANNER 11 +05 L C2 11 +00 R C4 SAC. 1 +24.85 L C3 END OF SAC I . :INLAND PACIFIC ENGINEERING 4692 3157 3431 4105 195.5 131.5 143.0 171.0 195.5 18x20 131.5 1411E 143.0 C10124 171.0 15x18 208.5 134.5 7.8 INLAND PACIFIC ENGINEERING . TRANSMITTAL South 25 Altamont .4 Spokane, WA 99202 . (509)535 -14I0 . FAX(509) 535-1942 Letter in 1'a% TO: 5tr .sc— ATTENTION: 6Hes9' ^1ELs r >AJ PROJECT: tvee.sr i / XuT c/ 4-bA IPE Proj. No.: ¢ /c - xf We are sending () enclosed () under separate cover copies of the following: Description Blueline Prints Original Drawing Work Authorization No. Copies ! ` 70S f /ice L Requested Action Information Written Approval Copy of Letter Contract Documents Report Vol-ark Descriiptiio , Review & Comments Signature & Return DATE: 0_4/ FAX No.: sP - - '/./5 F. 01 h 7L�LJ') rN� /) 14zarmer Distribution Remarks (4) r - n .11r Qua 011/4/ S evAr, Catiot t7`.: Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. / g r Note: If any of the copies are illegible or you do not receive '.r number of pages including this page please contact us immediately at (509) 535 -1410. Tir.-7t noint,? CirCie polyline: eFa = 368.58. Pe:imeter = 89,05 :ommand: - 7 L I .Sr■ • vv. a tt "a- (...: (C . C If P.02 INLAND PACIFIC ENGINEERING CO., INC. South 25 Altamont Street December 4, 1992 Mr. Bill Hemmings Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Spokane, Washington 99202 (509) 535 - 1410 RE: Evergreen Point Fourth Addition (Bannen Court) Dear Bill, Enclosed please find two (2) sheets of the original roadway plans for the above referenced plat, and (2) sheets of the revised street plans. Due to conditions existing at Lot 4, Block 15, '208' Pond C3 is unable to be constructed as shown on sheet 1 of 2. At our clients request, we are submitting the plans for the review and comments on the relocation of '208' ponds for Bannen Court. Pond C3 had an original storage volume of 374 cubic feet. Due to the driveway constructed on Lot 4, Block 15, the existing pond storage is 163.21 cubic feet. We propose to build Pond C4, with storage volume of 217.74 cubic feet, to obtain the required storage for Basin C. /63, 71-{ 111, 1 a ist; 5 We have also included Peak Flow Calculations, and Bowstring Method Detention Basin Design worksheets for Basin C from the original drainage report for your convenience. By adding Pond C4 we have met the original '208' storage requirements for Basin C as required from the approved Evergreen Point Fourth Addition Drainage Report dated 05/09/90. Please review and advise this office of any changes you wish made. If you have any questions please feel free to call. Sincerely, INLAND PACIFIC ENGINEERING COMPANY Bruce A. Howard BAH:bah Engineering • Planning • Surveying • Environmental Analysis PEAK FLOW CALCULATION BASIN C Tot. Area Imp. Area. C = CASE 1 CASE 2 Tc = 0.00 min., by Equation 3 -2 of Guidelines 320 ft. Gutter Flow w A Q Tc Tc total I Qc 6.79 1.850 0.350 0.25 0 ft. Overland Flow Ct = 0.15 L = 0 ft. n = 0.40 S = 0.020 Z n = S = 36 0.016 0.010 d = 0.19 ft. 0.64 1.47 Qpeak for Case 1 = 1.47 cfs 2.32 5.00 3.18 1.47 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 1.00 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.47 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 Area (acres) 1.85 Impervious Area (sq ft) 15200 C' Factor 0.25 208' Volume Provided 717 Area * C 0.463 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 1.47 591 `300 291 5 300 3.18 1.47 591 300 291 10 600 2.24 1.04 727 600 127 15 900 1.77 0.82 820 900 -80 20 1200 1.45 0.67 873 1200 -327 25 1500 1.21 0.56 897 1500 -603 30 1800 1.04 0.48 915 1800 -885 35 2100 0.91 0.42 927 2100 -1173 40 2400 0.82 0.38 949 2400 -1451 45 2700 0.74 0.34 959 2700 -1741 50 3000 0.68 0.31 976 3000 -2024 55 3300 0.64 0.30 1007 3300 -2293 60 3600 0.61 0.28 1044 3600 -2556 65 3900 0.60 0.28 1111 3900 -2789 70 4200 0.58 0.27 1154 4200 -3046 75 4500 0.56 0.26 1192 4500 -3308 80 4800 0.53 0.25 1202 4800 -3598 85 5100 0.52 0.24 1251 5100 -3849 90 5400 0.50 0.23 1272 5400 -4128 95 5700 0.49 0.23 1315 5700 -4385 100 6000 0.48 0.22 1355 6000 -4645 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point 4th BASIN: C DESIGNER: SPS DATE: 05/09/90 633 cu ft 717 cu ft 291 cu ft 0 Type "A" 1 Type "8" INLAND PACIFIC ENGINEERING . TRANSMITTAL South 25 AUamont .4 Spokane, WA 99202. (509)535 -1410. FAX(509)5355=1942 Letter I Fax %',-•sA`° 499 TO: Spit, emt7, o N. of 1 ,I.>reesor,l SwtS,se W,4. ` f9zcoo ATTENTION: PROJECT: Cvae.t=eet Tot t}T' L kr, p J. We are sending ('enclosed () under separate cover copies of the following: Description ✓ Blueline Prints ✓Copy of Letter n Original Drawing n Contract Documents • Work Authorization n Report No. Copies a ^ t Description \ 2— � Cex gr ( $t)t 1"' I Or a) bP fhi1■1 r4C SNsa -t, 7;11- 2 h� 4rim ET/ vu 1ZT 4'�i.27 IEszcG DA/ DgA � - 1 Jt7 j P0779-11 S, � .. 2. 1�rts t n-1 G D2-err tf.wn. l• . Requested Action H- Information n Written Approval Remarks Sincerely, feview & Comments n Distribution Signature & Return INLAND PACIFIC ENGINEERING COMPANY, INC. DEC 0 b 1992 k:.. Cr.GINEE3 DATE: AX No.: IPE Proj. No.: n n Li Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 535 -1410. • (Joins 0 Sr sheet 7 (Joins sheet 85) / 7 SPOKANE COUNTY, WASHINGTON — SHEET r m44 mie45 E. Gma 22Tr+ Z a 71 1 • 21. 2 - 2OT!+ AvE. No. 2173 -50' r 33 � : � C /MOT .o /O OF - 41f2WAY ✓OMS RDD. Nom. 64 /5 AR PL 'yTTED / nr7 /1/4./.7. 995 -B. 22 Lu No. 12.01 40 190 A 193 2,4 ti A R y a Ne 21 43 - GO 0 TH� 27 Flo, 434 -60' 3 0 Z 0 LL z 23 D ATE 6 -/5 -72 SEC. 26 T.25N.R44E.WM. SCA, e I " =400 D' o k' 2 0 DESCRIPTION NOT E SH ADED AREA DES /GNATES "VACATION" tt Ti-i /3 S ECT /On/ R FROM L- / EN TO MyL_AR. 14'-0 11 D tn L 0 L 01 - 40 r I 0 0 0 2 14 '3 3. G. Ro BY j i 23 j cc Z 0 Z J J 7 In 0 z i24 25 EC GO J j tO r2SL/ no C. -: _ ie- 3e F r " 41 -. Ro.CH No.IT59 -6d — � � . n N � / u r / ti V ti 0 4- Y Z 4 2r 38 'Rt II C. ; ° oo' Q T. 81A' 0 L.. 16cD.2 R.38.1' 25 36 E T. SO CURVE 1 RADIUS I LENGTH 1 TANGENT - 1 CHORD 1 DELTA 01 20.00' .410.00' 218.25' 111.78' 215.69' 30'30'00" C2 20.00' 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 20.00' 410.00' 79.78' 40.02' 79.66' 11 C4 20.00' 20.00' 32.92' 21.57' 29.33' 9419'14" C5 20.00' 20.00' 25.88' 15.11' 24.11' 74'08'56" C6 20.00' 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55'09'00" C8 50.00' 12.75' 6.41' 12.71' 14'36'31" C9 20.00' 15.50' 8.16' 15.12' 44'24'55" 010 20.00' 38.36' 28.51' 32.75' 109'54'24" CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD ( DELTA R1 20.00' 29.19' 17.89' 26.67' 83'37'45" R2 20.00' 33.26' 21.94' 29.56' 9517'12" R3 20.00' 26.12' 15.30' 24.30' 74'49'27" R4 20.00' 37.83' • 27.72' 32.44' 10822'37" R5 20.00' 20.77' 11.43' 19.85' 5929'23" R6 20.00' 16.96' 9.03' 16.46' 48'34'58" LEFT CURB 2020 2030 C/L 2020 2030 RIGHT CURB 2020 L 28th AVE. 4 +84 I_ ir_ ^)f-'Dr L V L_ F\ \7F\L L.-t I 1 1 , - . )t\Ini - r 1 VII VI 7 1 - COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 CR 83.22' L =32.84 • 83.22' L =36.21 CR 31.15 1 MCR 30.81 CR 30.47 31.75 MCR 31.06 CR 31.21 o' z G F . - C c EVERGREEN POINT 4TH ADDITION Rti W z EVERGREEN POINT 4TH ADDITION 33' 5 D' momiNom® mum -_n nnRO sommmuimmumilomm imaimmt_I:Irm■■ 0.0 8O 1dr•��■ ■�� ■ Mlllamrauwmnuiiamrracz•mu �� • aril kKiI�� +�1Y 4e�■ S� • MINN • 91111111111 IMF 11 11 .1111•MINIIMI•11 • . �.7 =MEM II Ifi j 2030 ! __ _■® � O® ■ - i111r.Ir.1G_11MIIINI _■� - omii nimr11 sais 1nme •••1•11111121 .1 ■MININIM- MIIIMMIlidlivISJMO =_ •AUMINIIIIIIII EINEM ol■■n1•MI I. fiMIIIIIMO - - •I1____ 11■.i MN =MUMMER! MINNICIN•M • •1111GlII tI ri •IMIIIIIRMII©MIIIIII•n® MINIM , in1=11■ = =1 mot_ ■ t_r_r.s t_t•UM •�. u _I • t •i• _r - t. 11•111111=11111•11 RR= ® t. _ - - - _i It � - MIPS Pill .....cea�r_�r.... ... _ . dir �UM•i111111r'.1i le _iil+��tiltitiyr:�_ RL•iiIIIM�_ MINE IlliiiLSJ•I■ -® ®1--I ■ ■I_i._ I■ ■i illE t'iiNI•••ii_H11•0•1\■li• MAIIIIMIRIGURINICAMAIIIIIMIMIMIIIIIMI 1■1J_�•J� r. _ 'dILa=M•11•■arimm ∎yrn_ lemm - wa ■�� ®�■� -fir. - -�•. miti-aim-- 111 111 I _s_ NMI ® e id �t■�1• � 00 �� F�i 1 1 . 1=11111111111=1 , .. -F P-- REMOVE EXISTING DRYWELL TEMPORARY ROCK SUMP CURB RETURN INFORMATION CURVE TABLE -0 Or 80 SEC. 26, T.25 N., R.44 E., W.M. MIN! ti irl011 ►1/ .. MR :•• fit_f■�t��__ .10M■•1•110A ., I7_ MUIR= I!�u�11 _ 1 .11fMPIIIIIMIlOA r•1111111a11l1'JFiMNIFa ' II IIlliiF_'�r:1f •r•i►- ._11ia•r16•INN ■11111111 __r 1 IM1111• r.. - ■ MW R yam, inn I mo_ �■■ -1■11•■ • pa • r ,. • 4 10 EVERGREEN POINT 4TH ADDITION 3 71.29' E 10 +38.5% A B . R - - - - - -F c .: 111.66' L=58• 4.ry POND C2 6 EVERGREEN POINT 4TH ADDITION Nam mon own 1r : : 1 F POND C1 0) fi - �� IL 60:95' 11 I -D 2 BANNEN COURT INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS CR 31.15 MCR 30.81 CR 30.47 75.89' CR 30.46 12 CALL BEFORE YOU DIG 456 DEVELOPER'S POND A3 CR 31.21, 70.76' CR 31.47 a atV4•1• NM f .: MI MlitE _i!]1:MIIIIIIIIIIII ' . -- ___J Ell EM MIRO MIS Amom •�•� • INO ROD • .: • a 1 1 12 1.1111 • 1 MCR 31.06 13 +98.50' APPROVAL A E 0'0 NMI Its 1 1.1. _MIIIII • _ m W . : ©': 13 14 J Glimmomm niummommi 12e\i'\ect 2030 C/ L 2020 z 0 W m 0 0 Z O to 0 O 0` • I-- Z O o S W 0 0 z � z > Q W m W SHEET 1 OF 2 JOB NUMBER 1 8 1 `1" (cc) D A nA rodo ELEVATION 3 MAX ItitNll om (i ;t1t x..1 c\ a PON FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND STREET RIGHT OF WAY UNE TOP OF CURS • ELEVATION CURS DROP ELEVATION 5• 3 MAX I .5 1 ;. r,y_. /��/ NORMAL GUTTER UNE 'I N. MAX FLAT t'ZNO tiO1OM ELEVATON - - TO AC F'STAB ISHEL) FROm LOWEST CURB OROP AI)JAtn N T TO POND TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW DRAINAGE EASEMENT AS SPECIFIED ON PLAN GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE — TYPICAL. '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW 2' -O %RE NORMAL GUTTER ELEVATION / DROPPED GU 1.7ttt LINE RASS TURF INSTALLED CONCURRENT WITH .00CUPANCY OF ADJACENT HOUSE ASPHALT PAVEMENT ELEVATION UTTER UNE ASPHALT PAVEMENT r CURB — 5' DIAMETER ROCK SUMP PLAN VIEW POND A3 BOTTOM ELEV. = INSTALL SPO. CO. TYPE "B" DRYWEL /WITH TYPE 3 METAL F AME & GRATE GRATE ELE 2030.36 POND C1 BOTTOM ELEV. = 2917.77 29.86 CONCRETE CURB ASPH ALT PAVEMENT /z///z t iisi /e /rA / / / / / / / /1 / / //e 2' TYPICAL i / / \- \/� / / /, SECTION A -A 4' LONG DRO (UNLESS OTHERWISE PECIFIED) 2' TYPICAL NORMAL GUTTER. LINE DROPPED GUI! tht LINE - - e _ - - ////// f / / / / //� // // / / / / / / / / ® / / / / / / / /�i. /iiii/iiiii iii®// ri® � itisi �� i�risiiii .iii ®�i�i�� /�/ N'0 /i � �� i ��i TYPICAL CURB DROP CONCRETE CURB WATER FLOW 3" MAX. DIA. WASHED GRAVEL OF ASPHALT PAVING AND CURB ASPHALT PAVING TEMPORARY ROCK SUMP ELEVATION VIEW 5.5' TYP. CURB DROP ©MCR r\i SHAPESUBGRADE LOCALLY TO CREATE POSITIVE DRAINAGE INTO ROCK SUMP• 208' POND DETAILS POND BOTTOM AND DRAINAGE EASEMENT DIMENSIONS ARE SHOWN BELOW CURB DROPS SAT. 7 +40 & 7 +50 POND B3 BOTTOM ELEV. = 2028.85 INSTALL SPO. CO. STD. TYPE "8" DRYWELL WITH TYPE 3 METAL FRAME, & GRATE GRATE ELEV. = 202935 65.9• POND C2 BOTTOM ELEV. = 2027.77 CURB DROP @ STA. 11+00 POND D BOTTOM ELEV. = 2028 )t1 ` _• • � � / ./ \. \ 0 POND. C3 BOTTOM ELEV. =(20 6.40 INSTALL SPO. TYPE 'B . DR TYPE 3 M ' AL GRATE/ V. i' CURB DROP AC STA. 1-4-60 CURB DROP © STA. 8 +25 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WI TYPE 3 META L FRAM & GRATE GRATE ELEV. _ 202855 0. STD. L WITH FRAME & 2026,90 7 ' 2% 8' 18' TYPE "A" CURB TYPICAL CROSS - SECTION 7'' CLASS "B" ASPHALT CONCRETE CONTAINING. 5 3/4 % TO 6 1/4 % ASPHALT ON -F" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. • R/ 50' RIGHT OF WAY R/W MINIMUM TOP OF DIKE ELEVATION .2' MIN 3 MAX. J DRAINAGE STRUCTURE DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF CURB ELEVATION GRATE STREET RIGHT OF WAY LINE CURB DROP NORMAL G c 0 0;y C.' 0 c Cy- gl re? L3 - ,te �.o LEFT CURB RIGHT CURB dit* COUNTY DATUM COUNTY DM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV.= 20.13.674 83.22' 83.22' CR 31.15 31.75 MCR 31.06 CR 31.21 EVERGREEN POINT 4TH ADDITION CR 31.47 MCR 31.06 CR 30.64 POND :B3 CR 30.46 MCR 30.61 CR 30.26 2020 / , / / i o 0 -o.00 (V in N CV 0) 11 11 II 11 11 1 1 r-- L.) CO r9 w � RJ W J r - - i 00 C4 -0.0080 8 +45.47 CURVE J RADIUS 1 LENGTH � TA 1 CHORD 1 DELTA C1 410.00' 218.25' 111.78' 215.69' 30'30'00" C2 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 410.00' 79.78' 40.02' 79.66' 11'08'57" C4 20:00' 32.92' 21.57' 29.33' 9419'14" C5 20.00' 25.88' 15.11' 24.11' 74'08'56" C6 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00 19.25' 10.44' 18.52' 55'09'00" C8 50.00' 12.75' 6.41' 12.71' 14'36'31" C9 2o.00' 15.50' 8.16' 15.12' 44'24'55" C10 20.00' 38.36' 28.51' 3275' 109'54'24" EXISTING DRYWELL CURVE TABLE CURVE 1 RADIUS 1 LENGTH J TANGENT - CHORD DELTA R1 20.00' 29.19' 17.89 26.67' 83'37'45' R2 20.00' 33.26' 21.94 29.56' 95'17'12" R3 20.00' 26.12' 15.30' 24.30 74'4927" R4- 20.00' 37.83' 27.72 32.44' 108'2237" R5 20.00' 20.77' 11.43' 19.85' 59'29'23" R6 20.00' 16.96' 9.03' - 16.46' 48'34'58" ®i+ rmom;*i.Cr • 111,. 1.11.11MIANaliM 1- Mill p• ,� 4 o II 11 �7 1111 C • � ��- _ L �. I ■i A� ' ►��■ S� 11 'J . .. If�Iawaai1SSnu . ®■ +�iir• IIIMII Jl.ri INIMIIAV►I111111111111•1MIE 11 G7[ZiMt►7IIIIIiIIIIII4IMIIE9 1.• 1 '- •ICJ ��..'�.� • - - tom r POND C3 .".\ COURT 111.66' INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS CR 31.15 - 75. BANNEN 12 4-- MCR 30.61 - POND 63 - CALL BEFORE YOU DIG 456 -8000 76.29' •>rjvx ® ca.AW4n.® • t I _ • - � _i'_'4 .P11110111:11 ' l•111 t .. - t. •. 1 �" ®- 0 m N a_ tn MINIMUM TOP OF DIKE ELEVATION FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND 3 MAX. MINIMUM TOP OF 7 DIKE ELEVATION .2' MIN. FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND CONCRETE CURB ASPHALT PAVEMENT DRAINAGE EASEMENT AS SPECIFIED ON PLAN 2' TYPICAL DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB ELEVATION TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW 2' -0" \ SECTION A —A TOP OF CURB ELEVATION 4' LONG DROP GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE 1 " (UNLESS OTHERWISE SPECIFIED) CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE STREET RIGHT OF WAY LINE J_ 7' 2' TYPICAL NORMAL GUTTER LINE STREET RIGHT OF WAY LINE GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE CURB DROP TYPICAL CURB DROP DROPPED GUTTER LINE NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT i NO RMAL GUTTER LINE ELEVATION INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2030.36 ASPHALT PAVEMENT CONCRETE CURB in CURB POND A3 BOTTOM .ELEV. = 2029.86 27.5' 26' POND C1 BOTTOM ELEV. = 2027.77 24' 1 1 1- 4' - R11 I N 1 1: :1 CURB DROPS @ STA. 11 +10 & 11 +20 5' DIAMETER ROCK SUMP PLAN VIEW 3" MAX. DIA. WASHED GRAVEL TEMPORARY ROCK SUMP ELEVATION VIEW 5.5' TYP. CURB DROP @ MCR END OF ASPHALT PAVING AND CURB ASPHALT PAVING SHAPE SUBGRADE LOCALLY TO CREATE POSITIVE DRAINAGE INTO ROCK SUMP '208' POND DETAILS POND BOTTOM AND DRAINAGE EASEMENT DIMENSIONS ARE SHOWN BELOW CURB DROPS @ STA. 7 +40 & 7 +50 POND B3 BOTTOM ELEV. = 2028.85 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2029.35 66' do- POND C2 BOTTOM ELEV. = 2027.77 CURB DROP @ STA. 11 +00 l 1 I to I = i I L— ..14'• 1 L 20 1 R/W POND C3 BOTTOM ELEV.= 2026.40 i s //y /Re; DE VELOPER'S APPROVAL DATE 50' RIGHT OF WAY CURB DROP @ SAC STA. 1+48 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL CROSS- SECTION POND D BOTTOM ELEV. = 2028.25 CURB DROP @ STA. 8 +25 CURB DROP @ SAC STA. 1+60 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2028.75 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH \ TYPE 3 METAL FRAME & GRATE \ GRATE ELEV. = 2026.90 R/W J 0 rn co cn d (1) 0 0 w J Y D- M Q j 0 w >- m 0 0 J SHEET 2 OF 2 JOB NUMBER 89104 U rzi ww z z W 0) o cn 0 0 W IiJ 2 U) J 0 W W ce cn CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA 01 29.19' 410.00' 218.25' 111.78' 215.69' 30'30'00" C2 21.94' 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 24.30' 410.00' 79.78' 40.02' 79.66' 11'08'57" C4 108'22'37" 20.00' 32.92' 21.57' 29.33' 9419'14" C5 R6 20.00' 25.88' 15.11' 24.11' 74'08'56" C6 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55'09'00" C8 50.00' 12.75' 6.41' 12.71' 14'36'31" C9 20.00' 15.50' 8.16' 15.12' 44'24'55" 010 20.00' 38.36' 28.51' 32.75' 109'54'24" CURVE RADIUS 1 LENGTH TANGENT CHORD DELTA R1 20.00' 29.19' 17.89' 26.67' 83'37'45" R2 20.00' 33.26' 21.94' 29.56' 9517'12" R3 20.00' 26.12' 15.30' 24.30' 74'49'27" R4 20.00' 37.83' • 27.72' 32.44' 108'22'37" R5 20.00' 20.77' 11.43' 19.85' 59'29'23" R6 20.00' 16.96' 9.03' 16.46' 48'34'58" +0.0130 - 0.0080 - 0.0080 - 0.0080 th i■ommo7 .. I a 1 . r. • •=.'.71'flwP_ii•/41�7uMIIIIIAM • ::� : MOW - 1eEINIM`yMG!'JC.'!5 • • . r.1■a . .... OMIN - : �i• UNE - FINISHED GRADE TOP O' C J R R 01111:1:1■ IPA +n n1 ?3 +0 L2U0 LEFT CURB 2030 RIGHT CURB 28th AVE. 4 +84- -' r_-) 1 VII N I 1 L V L \ \7 \LLI V 7 1 . COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 83.22' CR 31.75 L =3 2.8 d 83.22' L =36.21 CR 31.15 1 MCR 30.81 CR 30.47 z 0 0 EVERGREEN POINT 4TH ADDITION EVERGREEN POINT 4TH ADDITION CR 31.47 MCR 31.06 POND B3 6' .0 7 POND D REMOVE EXISTING DRYWELL 8 +45.47 TEMPORARY ROCK SUMP CURB RETURN INFORMATION CURVE TABLE SEC. 26, T.25 N., R.44 E., W.M. 4 UTILITY EASEMENT of FOR EXISTING 10" WM J POND C3 -■:\ 1.29' EVERGREEN POINT 4TH ADDITION 3 6 F 10 +38.50 B 11 2 POND 01 c_ I ' 60'35' Rs 0 BANNEN COURT C : 111.66' 4 L : JJ L =58. ,,`V POND C2 CR 30.26 MCR 30.61 EVERGREEN POINT 4TH ADDITION INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS CR 31.15 MCR 30.81 CR 30.47 75.89' CR 30.46 1 12 13 I 12 +70.76 CALL BEFORE YOU DIG 456 -8000 1 POND A3 CR 31.21 70.76' CR 31.47 MCR 31.06 CR 30.64 MCR 31.06 CR 31.75 76.29' 13 +98.50 , _ DEVELOPER'S APPROVAL D`A TE 1 J 0 rn CO cn a_ 2 J z 0 w m O 0 N 0 0) 0 0 Q I N to � CT) o 0 Z O P o E 001 o + Q re) O O cc D Z T- O Z W m W 0 ce z ce z > < W m 1- W 1- cn SHEET 1 OF 2 JOB NUMBER 89104 LEFT CURB 2030 RIGHT CURB 2020 28th AVE. 4+84 I L *COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 CR 31.75 MCR 31.06 CR 31.21 83.22' L =32.8 83.22' L =36.21 CR 31.15 MCR 30.81 CR 30.47 EVERGREEN POINT 4TH ADDITION EVERGREEN POINT 4TH ADDITION CR 31.47 MCR 31.06 CR 30.64 CR 30.46 MCR 30.61 CR 30.26 RADIUS TANGENT CHORD DELTA 111.78' 138.47' 69.90' 215.69' 30'30'00" 137.81' 19'21'03" 79.66' 11'08'57" 29.33' 9419'14" 24.11' 74'08'56" 26.92' 84'36'40" 18.52' 55'09'00" 12.71' 14'36 15.12' 44'24'55" 32.75' 109'54'24" 79.78' 40.02' 20.00' 32.92' 21.57' 20.00' 25.88' 15.11' 20.00' 29.53' 18.20' 20.00' 19.25' 10.44' 50.00' 20.00' 20.00 38.36' 28.51' REMOVE EXISTING DRYWELL 8 +45.47 TEMPORARY ROCK SUMP CURB RETURN INFORMATION CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R1 20.00' 29.19' 17.89' .26.67' 83'37 R2 20.00' 33.26' 21.94' 29.56' 9517'12" R3 20.00' 26.12' 15.30' 24.30' 74'49'27" R4 20.00' 37.83' • 27.72' 32.44' 108'22'37" R5 20.00' 20.77' 11.43' 19.85' 59'29 R6 20.00' 16.96' 9.03' 16.46' 48'34'58" CURVE TABLE EVERGREEN POINT 4TH ADDITION ANNEN COURT CR 31.15 MCR 30.81 CR 30.47 75.89' EVERGREEN POINT 4TH ADDITION INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS POND A3 70.76' CR 31.47 MCR 31.06 CR 30.64 76.29' 13 +98.50 PERT,;'; t REQUIRED! NOTIFY. THE PERMIT ENGINEER �i DEVELOPER S APPROVAL S A o CALL BEFORE YOU DIG 456 -8000 7 III lin 111 I ii r 7n')A •i•i ; � - �-NM _ I L EW" M1101�= _ MMIIIIrn. =I MI -P11.1■11 -P11111Wilmmorarnimmi mom anima iM 1RIMiMIWEN = �1 �iN� >alll� Kn. L � it _dI.MINELs r I.ti � = w I w lr M= �� :11C11101Cffei t11/ - 0111 - D1 =M\ 11 :4 •i•1iM L RICHT •A• Mole Z•A•Melo Z•ill• Melo SHEET 1 OF 2 JOB NUMBER 8910 Z -o o N °II 0 11 0 H O • 1 6 %1 H 1--I gcn <4 ri:7 v W !� 10 gl ::4 QI I N 2 . 45 -07 ir4 O fns 1.4 z 0 _ P 1 E 0) Qre) r- 0 tri c ~ + o 00 0 oo 0 n Z ° DO O I �' w 0 . I w ° 14.1 O W Z Q co W CO N W W N J CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 410.00' 218.25' 111.78' 215.69' 30'30'00" C2 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 410.00' 79.78' 40.02' 79.66' 11'08'57" C4 20.00' 32.92' 21.57' 29.33' 94'19'14" C5 20.00' 25.88' 15.11' 24.11' 74 C6 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55 C8 50.00' 12.75' 6.41' . 12.71' 14'36'31" C9 20.00' 15.50' 8.16' 15.12' 44'24'55" C10 20.00' 38.36' 28.51' 32.75' 109'54'24" CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD DELTA R1 20.00' 29.19' 17.89' 26.67' 83'37'45" R2 20.00' 33.26' 21.94' 29.56' 95'17'12" R3 20.00' 26.12' 15.30' 24.30' 74'49'27" R4 20.00' 37.83' • 27.72' 32.44' 108'22'37" R5 20.00' 20.77' 11.43' 19.85' 59'29'23" R6 20.00 16.96' 9.03' 16.46' 48'34 588 Nisi Pis �!P Z! 3 • MO- rnr ∎wwl r=IM3 LBW mui 1111111 *] ■ •IIIIIM■.. WPM til.i■-■1.11 Chi IPA ZIAW4UI Z•AW4I1R Z•AW4•1U LEFT CURB 2030 RIGHT CURB 0.0080 L 1 1 "t 11R " -- I L V L∎7LLI )nIk1T 1 VIM 1 r) • COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 EVERGREEN POINT 4TH ADDITION EVERGREEN POINT 4TH ADDITION REMOVE EXISTING DRYWELL TEMPORARY ROCK SUMP CURVE TABLE CURB RETURN INFORMATION SEC. 26, T.25 N., R.44 E., W.M. 4. /,. UTILITY EASEMENT of FOR EXISTING 10" WM p -J POND C3 i1 : \ L_71.29' 10 EVERGREEN POINT 4TH ADDITION 3 B F 10 +38.5 POND Cl Vi i�.. -.,� 60` )5' RS 1 2 Cg, : 4 = L =58. , POND 6 EVERGREEN POINT 4TH ADDITION 11 INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS NEN URT 1 CR 31.15 MCR 30.81 CR 30.47 75.89' 66' CR 30.26 MCR 30.61 CR 30.46 12 4- 12 /--ZZ 1 / 13 I 12 +70.76 CALL BEFORE YOU DIG 456 -8000 13 10 1 POND A3 CR 31.21 1 '0 70.76' CR 31.47 MCR 31.06 CR 30.64 76.29' 7 13 +98.50 tit PER .3 T REQUIRED! NOTIFY. THE PERM!T ENGINEER .e456 -3600 24 HRS. PRIOR- TO CONS T RUC1 IOM DEVELOPER iVA S APPROVAL 14 C/L 2020 J Z P r p 00 Q F cc O H a Z 5 a_ 1-- z W Ov ec o LZ > < W m N m 0 N 3 5 CL t In 0 W 0 U � Z 1-4 <4 r:4 p. w Z Z � c 0 cr■ c p cb °' 0 0 0. 1/) o 0 Q I N 0 f/1 i n w w SHEET 1 OF 2 JOB NUMBER 89104 BASIN MAP GRAPHIC SCALE 50 0 25 50 100 (IN FEET) SCALE: 1" = 50' RECEIVED DEC 0 81992 SPOKANE COUNTY ENGINEER 4 UTILITY EASEMENT FOR EXISTING 10" WM 5 / POND C4 1 24' POND C3 2 POND C1 BOTTOM ELEV. = 2027.77 EVERGREEN POINT 4TH ADDITION 3 CURB DROPS STA. 11+10 & 11+20 RS 10 +38.5% A B 6 POND C1 I F - 1 1 F IL.JI BOUNDARY OF LEVEL FLAT POND BOTTOM LL_JJ POND C2 BANNEN COURT EVERGREEN POINT 4TH ADDITION BOUNDARY OF LEVEL FLAT POND BOTTOM INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS 1 CR 31.15 MCR 30.81 CR 30.47 CR 30.26 MCR 30,61 CR 30.46 12 POND C2 BOTTOM ELEV. = 2027.77 CURB DROP ® STA. 11+00 7 POND A3 CR 31.21 CR 31.47 MCR 31.06 CR 30.64 1 MCR 31.06 CR 31.75 13 +98.50 4 INSTALL SPO. CO. STD. TYPE " B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2026.91 3 POND C3 BOTTOM ELEV. = 2026.41 BOUNDARY OF LEVEL FLAT POND BOTTOM CURB DROP SAC STA. 1+72 CURB DROP SAC STA. 1+65 UTILITY EASEMENT FOR EXISTING 10" WM 4 POND C4 BOTTOM ELEV. = 2026.93 • DEVELOPER'S APPROVAL CURB DROP SAC STA. 1+24.85 DATE 0) 4 N W 0 0 i 0 �N C0) ..0 C) N C 0 0 0 0 0 't QI In N LC) z 0 0 ° V) v z 0 1 1-' 0 0 0 H z O 0 Z W W C� ce W SHEET 1 OF 1 JOB NUMBER 89104 4 UTILITY EASEMENT FOR EXISTING 10" WM 5 POND C4 POND C1 BOTTOM ELEV. = 2027.77 L. f 2 24' POND C3 CURB DROPS @ STA. 11+10 & 11+20 EVERGREEN POINT 4TH ADDITION BOUNDARY OF LEVEL FLAT POND BOTTOM POND Cl IL JI LL_JJ POND C2 BANNEN COURT 7 EVERGREEN POINT 4TH ADDITION BOUNDARY OF LEVEL FLAT POND BOTTOM INSTALL STREET SIGN PER SPOKANE COUNTY STANDARDS 1 CR 31.15 MCR 30.81 CR 30.47 Av 13 12 +70.76 POND C2 BOTTOM ELEV. = 2027.77 CURB DROP @ STA. 11+00 POND A3 CR 31.21 MCR 31.06 CR 31.75 7 CR 31.47 MCR 31.06 CR 30.64 13 +98.50' INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2026.91 3 POND C3 BOTTOM ELEV. = 2026.41 3- . BOUNDARY OF LEVEL FLAT POND BOTTOM CURB DROP C� SAC STA. 1+72 CURB DROP @ SAC STA. 1+65 f. C a- J 3. aee L,„„a\) CA---% 0 I t POND C4 BOTTOM ELEV. = 2 UTILITY EASEMENT FOR EXISTING 10" WM 4 s}� !/ � DEVELOPER'S APPROVAL 3 CURB DROP @. SAC STA. 1+24.85 DATE i 0 :v, z EDGE 0 EXIST. AS OWNER'S APPROVAL SIGNATURE ► lay CI: MI , _ 4- 539% +870 5 a ` 0 ��. ._..... t;�s. T.B.M.- R.R. SPIKE IN P POLE NE. COR. MIDWAY AND HATCH EL. 1896.88 EXIST. ELEVATION (TYP.) MIDWAY ROAD _ - 1885 _ -- FOREST — 5.5' CONC. SIDEWALK 83.8; 70' - - 0 J - INSTALL COUNTY STANDARD - >--- -b CI TYPE 1 INLET WITH TYPE 1 ' D - _- ___ - -- FRAME a GRATE RT. OF STA.4 +00 ,---- ''- , SEE NOTE 3 , SHT. I ' P.C. STA. 0 +80 CONNECT TO DRYWELL AS PER- -- _ - COUNTY STANDARDS - _ - M jJ __., - _ - - - _ _ ,- • - - PO C ST 8 w ^ - A EXIST. PROFILE LEFT CURB EXIST. PROFILE RIGHT CURB NEW PROFILE LEFT 8s RIGHT CURB T.00 EL 1896.06 2' DEDICATION Revision INSTALL 45° TAPER FROM END OF.. NEW CURB TO EXISTING ASPHALT ' INSTALL SPOKANE COUNTY STANDARD ROAD NAMES SIGN AND STOP SIGN. 1 , 85' - FOREST 4 Date z -6 -90 2 -5 -9U S 88°51'24"W FOREST VIEW ESTATES SECOND ADDITION ( FUTURE) VIEW- ESTATES - INSTALL COUNTY STANDARD i - TYPE "B" DRYWELL WITH TYPE 1 ; FRAME a GRATE LT. OF STA. 4+ 00 SEE NOTE 3, SHT. 1 STA. 7 +45 ' 11 IO IRON PIPE G = _0300 MIN. ADDITION INSTALL STANDARD RAMP PER SHEET SPOKANE COUNTY WHEELCHAIR S-8 OF ROAD STANDARDS STA. I +63.56 TO.C. EL.1874.02 . D.W. OFFICE OF SPOKANE COUNTY ENGINEER N. 811 Jefferson St. Spokane Wa. 99260 456- 3600 o - \8 8 2 , 1- . \ 8 80 E — - FOREST VIEW ESTATES SECOND ADDITION - Q ( FUTURE) Q STA. 1+29.01 T.O.C. EL. 1874.71 INSTALL COUNTY STANDARD —r TYPE "B" DRYWELL WITH TYPE 1 FRAME & GRATE LT. OF STA. 8 +04 0 o MIDWAY SEE NOTE 3, SHT. I. ROAD Date: INSTALL TEMPORARY !z....° ROCK SUMP cb SEE DETAIL ON DWG NO I W=3' ,L= 55' ,D= 2.5' /INSTALL SPOKANE COUNTY STANDARD ROAD NAMES SIGN 0 CURVE DATA A = 14 R = 250.00' L = 64.48' T= 32.42' INSTAL COUNTY STANDARD TYPE B" DRYWELL WITH TYPE I FRAME & GRATE RT. OF STA. 7 +07 SEE NOTE 3, SHT. I. - Apppoved: COUNTY ENGINEER SCALE FEET CONTOUR INTERVAL = ONE FOOT REGION NO STAT E SHEET NO 0 2 FOREST VIEW ESTATES ADDITION MIDWAY ROAD FROM STA. 0 +00 TO STA. 8 +05 FOREST VIEW COURT FROM STA. 0 +00 TO STA.1 + 44.48 (ROAD) SHEET 2 of 2 R/W 4 ■ ■ 6' 2% 4 ROADWAY SECTION £ E �KP i CEMENT CONC CURB TYPE "A" . c Fs' I ' W LLS • • • , , , , , • ' ' ' , , - , , / , MIDWAY ROAD CATCH BASIN 3.28CF5 PAS( YWELLS COURT • 9 2 CF 1 ' 1 ' 2% MIN. , , 1� 1 ' ' V ' DUPLEX ,�'� /r , ��i , I 6' / , , 75 ROADWAY SECTION / 1 1 1 . 1 1 1 1 1 1 1 1 i 1 i 1 , 1 1 1 , 1 1 1 1 11 1 1 , 1 fie MIDWAY ROAD — ASPHALT CONC. PAVEMT. 2" THICKNESS /5 - 10 , , ., • .fla" cor • DUPLE , 1 • \ l 1111 F- \,; ,, 11 11 , — 1,%' , +, - 1, \ ,,, 1 1,+ 11 1 ,,1,I, \, ,111 1, \ 11\ \ ' ,, \ \ • \ �l \ 1 , 1 ; 1 1 1 , ,1 1 1 , 1 1.i' 1 11 I it 1 , 1� ' , 11 1 , V 1 ` • 1 U7 l 1 \ \ \\ \ \ t•- 60' 40' 2 %MIN. B.H 6' 2% 1' DESIGN STANDARD CONC. SIDEWALK (TYP.) CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE DETERMINED BY TRAFFIC 81 SOILS 5" THICKNESS , • CONTOURS (TYP.) , R/W ► 2 .. R/W oule STANDARD CONC. SIDEWALK • 1' • • 6' —4 owe- 2 % • , • • • • • • ASPHALT CONC. PAVEMT. CEMENT CONC. CURB 2" THICKNESS TYPE "A" • • • • • • 2% MIN. 60' 36' ROADWAY SECTION FOREST VIEW COURT 1 , 1 1 I 1 ,' • 18' 2% MIN. • ,2. 95 CF -5, ,,„/, i 1 / r 1 , / ,. , I e , // ' al .a,1 ,' / , CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE DETERMINED BY TRAFFIC a SOILS 5 11 THICKNESS • N. R/ W 1 INSTALL GRAVEL BACKFI LL SEE NOTE , • • t L PLAN VIEW TEMPORARY ROCK SUMP DETAIL NOTE: GRAVEL BACKFILL SHALL BE I" TO 3" WASHED NATURAL GRAVEL 1 • TYPE "B DRYWELL • PHASE I BOUNDARY THIS PLAN IS FOR PHASE 1 ONLY CONSTRUCTION DETAILS AND DESIGN INFORMATION WILL BE ADDED FOR PHASE s. 2& 3 PRIOR TO PHASE 2 a 3 DEVELOPMENT. \\ • • • • • • • • • • • • • • • • ` • END OFASPHALT ROAD DESIGN CONTOURS (TYR) • • • • • • • 1 • • 1 SIDE VIEW END OF ASPHALT / ROAD A, B.H. 5 INSTALL GRAVEL BACKFILL SEE NOTE TYPE II DRYWELL , • • • • • c • 1 . rL- NOTES : I. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 4 OF 5/8 MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. SPECS.. 2. ALL A.C.P. SHALL BE CLASS "B W.S.D.O.T. SPEC. WITH ASPHALT CONTENT OF 5 -3/4% TO 6 —I /4 %. 50 25 0 SCALE FEET CONTOUR INTERVAL = ONE FOOT 3. CENTERLINE OF DRYWELL AND CATCH BASIN OPENING SHALL BE 0.96' FROM FACE OF CURB WITH TOP OF GRATE SET 0.17' BELOW GUTTER FLOWLINE. STATIONING IS SHOWN ON ROAD PLANS. 2' TO BE,OED /CATCD TO SPOiK,9/I/E COl/NrK ' 1 1 -• A 11 - l 1 ; ; , 00 1 , , / , , , , / / / 1 , , 1 4 4 4 / , , 1 1 , 1 , r 9'" , / / , , , , , • , N t i 50 (ROAD) ROAD _ 7 CF5 OWNER'S APPROVAL SIGNATURE DATE ,,,,, /7/,79 _ REVISIONS DATE: APP F RU IN, .. w Taylor Engineering, Inc. Chi' Design and Land Planning FOREST VIEW ESTATES ADDITION ROAD AND DRAINAGE PLAN PLAN NUMB PRDPERTY OF SPOKANE COUNTY gin ASSESSOR L EMEA/ ni8PRR/f /9:0.12 EARLY DAWN SECOND. ADD 7 EARLY DAWN F /RST ADD p MINIP • 1 640 s . -- 01. - _ _ Mi 26 — — 1 PE. RG� 1 � . 25 35 1 KARMA � ADD 1 -- 1 L 44 �-- - - 1 1 1 BELLA VISTA I 1 DIVISION NO.1 1 1 (DRAM' FMELD) 1 ___ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OM 'MED --- ----- - - --1 PARKLAND I ESTATES P r U D- - = - ra 1 i 1 : 1_ ....mit l 119 4 s ' 1/) 2 10 55.31 - 3 (-3-)", N� 1 1 (p ie. 4•} I25-34' 45' 125.3 3'� 10 Q \ i 6 AC 125.29. .. ' 5 O i 7 7 0 105.03' 5,., 119.70' 26 N 112.55' f I 12.So' 112.4S' 6 \ 't32.5o' 1 N to /E %e Y� `� q d 2 n4 132.5. L 5 132.5.. .1 - Q \ 3 IIZ.4S 55 6 V N ^ . X78.98 0 3 N '7 44.34 'CO'LZ / v\ O� In g 9 5 C s y N /E %e Y� `� q d 8/.98 g 0 8 , c / °s i y` 0 •tt 14 N O a !4 ///H -2 7 /33.07 1 j N CI 95 gas 12 11 .J e \ 95 95 3 4 15. N 1 .9 9 10 l0 9f / 88.0S N o � : RL. N O O t g• log 2 S7I E 0 fh 0 0 :0 4 ; ,, 4) 80 0 N ,. a 9 0 z. .. szi 0 m r a t) w 7 /22 01771 ( \J in i _ l0 27 , 52 CO 66'b o� 7 -iii «!o• , 8 ; 80 80 80 o S'1*/ N ry O m � N O N � r • lS 1Zl /22. ' 2 0 /22 CD 05 I* N ry r l '�1 /02.47 5 O N 122.5o 19 *l CO N O /. /Z! O9 /22 8 '• 7 /22 01771 ( \J pRf1 VC' 'r Ur SPOKANE COUNT' ASSESSOR a 32 5 Ioo' 105.0.6 23 RD. AVE 1:- 9 10 5. 90 ' , 138. / ,c vE/\' 7 ENri1 /60.11 /71.2 /00.21 /6 1 . 2 14 11 7-7 /E ' zz /91. t 41•ST 9 • 125 11 O 23 RD ,SvE - 1 �t:71 64.22 4 V 74 -5 as '17 73.04 /04.22 / 7 st 59 75,44 99. /2'1.91 L7520® /•STP. / 45-. C7 O = 2 ' /45 • 0 0 , 3 /S• :124 /,f s..'1 5 /95 -e3 - 'I r/, C'o./9 ..3EC - -dam B c.on 5 98 20 TH 1 ►5 8. 11499' 24 2 0 X3 4.31 0 -- k 21 ST. AVE 0 fr 112 .45' ' a rJ- C 0 w 25 ° , 1 ' m 32. 0 AVE 10 R r 125. m q8' IOW :8) C, , 8 9 1 `16 79.97 24 TH. AVE _ _57 x TC E /VT� 1= A RED AREA - AIRWAY HOMES ADf) ✓ h • /0 / 00 / /1.;" o A /05.o ,V,K2 Sec. 262",i. 25;y17.B. T I•sn L / l 02! /7 1 ' 4 ' p 98 Avs 14 ' 6 12 Av N. t 4 &-/4: s - -- - - /F /4 20120 0 90 0 0 h 1 0 110.Y2 107.57 0 /5 /4 3 . 0 110.50 105 105 103.50 104 /7 7i/ AVE. 90 1 90.03 /20,/4 105. 109.84 /33. 21 St COURT / 07.8 0 /03./5 /03. /48.12 /24.44 /24.55 /04.6,5 /38.72 0 2 -4 !! 142.91 ? v 78.64 /24 2z z1 243.34 /24 0 2 229.48 9 229.35 50 124 20 20 ° / 00. /3 o //0 89.94 0 I O 90.43 7 / 0z 2 /50 ®4 /30 /00 IO ` 1 1ZO 122.73 N •1 h O /02.6$ i /02.63 N I' It 0 L. y /22.53 ADDI 0 m O N 2• 90 O /22 ro z = ®1 CHU /22 36) 22 ND AvL 37 16 v /22 4 C /22 /22 j 2 3 4 ADDITION O /22 L 1/J 4 /22 /22.44 s .N 2.t5 N 0 /o /22.42 /0 5 24 107 231s?3 1 21 sr 22 "° /_ /02.80 /22 rJ g 0 N $ N 4 N N •- N 122.69 /22.69 m® U 7 \ 6 ,04.72 81.19 /04.5 23 COu 2 86.- 6 m 13 ! 3 If / f2 ��L z at_ O /t/ T / 12 /00 00 /6 8.5o 3 67.35 i1 /22 3 / 22 /30 8 200.98 0 0 AVE A v E /2 4L22 N 22 350 z9 /'O7 //V 8 ri 4 01 140 19 S /20.03 J 0 /02.1_7 \ {� ll P< A / 90 /90 0 1 m N 122.50 /0 _247/•2 10 0 a 0 5 1 1 7 2 h+ T Gtr" lV T y ZS I/7 T f7� / 9 [Y 7 d /99 �z 111 14 -q - 1. - 2a _ �- 1� c7 "W L_ 2 1� 10 / 4 51 2 O 12 2 74 /20_ N. E. C oq, � SEC 26 3 -- -12a v4 CO*? / 691 J 1 86 2 3 n-, -r r .1243 ` I 3 :/2 63 4 u,`�( ■ • f78 E /3 1 T. 8 5v ©6 7 2.a3 313 11 11 zit 0 'l2 43 i / �' - ` J i .4. irl 13 ® 13 f 0 13 1z 11 ID 9 8 84 M e l-A.EHLI N 86 b6 a -J - �.� I � 1 2 � Ni � I _y ,te / 1 73' 1 /!z ti: ® ' F '�2 ag f 2 X 5 0 A , .,2 43 r .1243 ` I 3 :/2 63 4 -•. m 5 0 , 4? ■ • f78 E /3 1 T. 8 5v ©6 7 2.a3 313 11 11 zit 0 'l2 43 i / �' - ` J 69 51 I 0 © 86 3 3 A b O5 g6 4 65.99 b9 t 32 Ei 12 J 2 11 11 .l 9 � °2)1 j oN(-1119 4 14 - 6 15 $6 13 T . ..... - 1 r - -- z— I 2/ (2 C-5) E. se0 u l 24-0 E -4 , k /JO q 63 1-40 l /30 2 , 2toS6 3 Z9 22r5 1 .14 3 — 2.3.9 SY; mSf'('. 26 Tom. 2 . R. 44. 2 29 2.36 0 4 19 J50 -r Try :'4 c U H . 4.S 7 CiD 22/ 2.3 O 2,33 () G _f J J -440 -440 • Jath — rfit BLOCK 22 0 z O \ r� 1 ` fAi 1201 ,3/ 43 2 7, 1 ? b 19479 1 /z0 1 1 ( SQ ( R 0 A LD C) 69,31 O 3 86 i 1, 2 � 1 2 70 2 7o 9-9 2 25 19 O 5 $o 65.48 O 7 0 0 17.5. 53 0 , c') 135.34 CO 22 .. En s ;c. C c.F - -- _c 250' (0 125 -- ..1 P N ti r4 � N . o M h N M cr (�, A�'5g�3 f Q V B (6-0 ' i2' 250' 4 5 NMI J E coa .1 EC 26 No. 12.01 -40 W J 93 20 4 AVE. No. 2173 -50' t CZ, • ° <-0"T T E ; pGl4Tl�N OF A l At WAY 1.- /C2AWS A DID Al 64 - 5 /5 14 EPG- 3 /,.r:o N,7. 995-B- 24 H Av No 214 3 - Go -- 6 190 27 22 R ya I'lo.44 -60' 3 4 • 0 Z 0 z 2 0 0 0 0 Z 23 35 3 %- - 3 DATE 6- /5- 72 SEC. 26 T.25N.R.44E.WM. AVM. NC>.12SZ -4 o "N.8 ° 51 "�. Z'.4- 322 Ave, - 40 SCd&. ...E 1" °4Q0' • ch Ate 9 I d B 7 6 4 3 2 / T 2 ! /2 13 gignsmort 2131— 'r50 • N•• 2/3 = 50' Q ag 644.75' T P G44./ I,p 644./ i,z NZ 643.55' /3 4 No.4-12= 0"-60' ACCESS 647.8 4 -5.72 ' ti 0 0 0 2 DESCR /PTION TH /S SECT /O/v REPRODUCED FROM Li/vElr TD M NOTE wpm S DED AREA DES /GA/ATES "VACATION" 12 , 1 13 E-'v/ No.12O1 40 D 0 L 0 0 0 BY G. Ro y 35 2 1 23 0 elY i24 25' EC, GOq, 0 z It 0 O w 0 0 20 _ >� J J 3 6" per aaD j2•Ct / - NG, 4 ..: !O 30• )SA1..TwSE RD.Cij R I / ? vi Q N D.:l d r N 0 c , � /a , Z 4 2.7°38 'Rt. n - r. s14L' °' R.35S.1' IY 0 Z 25 3;6 0 1 6 r 2 -r 6a r- a - • •• •- Ili ,. W NI 4 m No. 12.01 -40 W J 93 20 4 AVE. No. 2173 -50' t CZ, • ° <-0"T T E ; pGl4Tl�N OF A l At WAY 1.- /C2AWS A DID Al 64 - 5 /5 14 EPG- 3 /,.r:o N,7. 995-B- 24 H Av No 214 3 - Go -- 6 190 27 22 R ya I'lo.44 -60' 3 4 • 0 Z 0 z 2 0 0 0 0 Z 23 35 3 %- - 3 DATE 6- /5- 72 SEC. 26 T.25N.R.44E.WM. AVM. NC>.12SZ -4 o "N.8 ° 51 "�. Z'.4- 322 Ave, - 40 SCd&. ...E 1" °4Q0' • ch Ate 9 I d B 7 6 4 3 2 / T 2 ! /2 13 gignsmort 2131— 'r50 • N•• 2/3 = 50' Q ag 644.75' T P G44./ I,p 644./ i,z NZ 643.55' /3 4 No.4-12= 0"-60' ACCESS 647.8 4 -5.72 ' ti 0 0 0 2 DESCR /PTION TH /S SECT /O/v REPRODUCED FROM Li/vElr TD M NOTE wpm S DED AREA DES /GA/ATES "VACATION" 12 , 1 13 E-'v/ No.12O1 40 D 0 L 0 0 0 BY G. Ro y 35 2 1 23 0 elY i24 25' EC, GOq, 0 z It 0 O w 0 0 20 _ >� J J 3 6" per aaD j2•Ct / - NG, 4 ..: !O 30• )SA1..TwSE RD.Cij R I / ? vi Q N D.:l d r N 0 c , � /a , Z 4 2.7°38 'Rt. n - r. s14L' °' R.35S.1' IY 0 Z 25 3;6 0 1 6 r 2 -r 6a r- a - • •• •- IIIMILI11111111L■11114 a e = = = = = = = = = = = = = C � is 1f♦C) C"K I C,)f■ U IT 1.,.V1LPS\ 1 \L-LIV 1 Lilly I ■ V IJ r11.,1U1 I\JI LS = 7:2'3 = = C6 L:A -- =C = = = = Imes 0 - 5 BOLIVAR R S = = = _ _ = _ = = = = _ _ _ C = r\ (r ^) /•'^)rrKI 4)t'11PI C V L R \7F \LLI V 1 \_/114 a fl = m = = - - = e m - - m o = - = Nit r� /� I t_'") rC - nl JnIKIT LVLh ■71\LL1V i VIIV I r-1 T A r1111TI I I.) I nUU1 1 I■./I V U u . = a a n 1r�)r ^ 1 ..,)rrF l x 1'11 Kim LVL \ \71 \LLIV , \JIM f• A I"1 f1 1T1 r\ A I 1 rill\ nUUI 1 I\JI +25 , .114A 11111 11111/11 1/111 II �.. . 1 11111 1111 :1111 � o I 0 J L J BASIN MAP GRAPHIC SCALE 50 0 25 50 I 1 1 (INFELT) SCALE: 1" = 50' ■ 100 MINIMUM TOP OF DIKE ELEVATION FLAT "POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND ASPH ALT PAVEMENT O 1_0'07:S1 DRAINAGE STRUCTURE --- -, DRAINAGE EASEMENT AS SPECIFIED, ON PLAN 2' TYPICAL DRAINAGE EASEMENT AS SPECIFIED ON PLAN P OF CURB ELEVATION TOP OF CURB ELEVATION 4' LONG DROP (UNLESS OTHERWISE SPECIFIED GRATE ELEVATION GRASS TURF ` NSTALLED CONCURRENT 1TH OCCUPANCY OF ADJACENT HOUSE CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE TYPICAL 3 MAX. X/Z//W STREET RIGHT OF WAY LINE NORMAL GUTTER LINE DROPPED GUTTER LINE CURB DROP i®,r siiiii, ii1, i / ®i ®si�fi,ii,r /iriii,'. ~. �.ii. ,7 iiiii ® ®. ioi®f.00 CURB DROP GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE ASPHALT PAVEMENT ASPHALT PAVEMENT INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2030.36 CURB PLAN :' VIEW POND A3 BOTTOM ELEV. 2029.86 RB DROPS . 11 +08 & 11+4-0 CURB DROP @ MCR END OF ASPHALT PAVING AND CURB ASPHALT PAVING SHAPE SUBGRADE LOCALLY TO CREATE POSITIVE" DRAINAGE INTO ROCK SUMP 20 8 POND DETAILS POND BOTTOM AND DRAINAGE EASEMENT DIMENSIONS ARE SHOWN INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2029.35 CURB DROPS CAA SAT. 7 +40 & 7 +50 POND C2 BOTTOM ELEV. = 2027.77. CURB ' DRO • `@ STA. 11+00 BELOW POND'` C3 BOTTOM ELEV.= , 2026.40 CURB. DROP @ SAC STA. 1 +60 CLASS "B". ASPHALT' CONCRETE - CONTAINING 5 3/4' % TO "6 1/4 % ASPHALT ON 4" • CRUSHED ROCK` TOP COURSE-1N ACCORDANCE WITH WSDOT SPECIFICATIONS :. • CURB DROP STA. INSTALL SPO. CO. STD. TYPE "6" DRYWELL WITH TYPE 3 METAL FRAME & GRATE: GRATE ELEV. = 2028.75 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE \ GRATE EL EV. = 2026.90 \ CURVE r RADIUS LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 410.00' 218.25' 111.78 215.69' 30'30'00" C2 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 410.00' 79.78 40.02 79.66' 11'08'57" C4 20.00' 32.92 21.57 29.33' 94'19'14" C5 20.00' 25.88' 15.11 24.11' 74'0856" C6 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55'09'00" 08 50.00' 12.75' 6.41' 12.71' 14'36'31" C9 20.00' 20.00' 15.50' 38.36' 8.16' 28.51' 15.12' 32.75' 44'24'55" 109'5424' C10 NOM t3f RAI iAL BEAt 1N 1 " 0 ' 4 5163 4 ' S(36JJ��'0 2t W •. «... �... S34`08'OO'E v.. 5 548'44'30 "E N481 eb E 7 S20"37 24 W 8 S11 "51'57 W _ 7 _ 7 G_ LJ LIJ IJ� LiJ > LiJ IWO 'r ED l•T 1 � \r\.' 1 N00'43'00 "E 49.75' 1 E) A `'� °r ') :� ` 7 r, �.' 1 / BAN AL EARINGS 0 0 27.38' 0) w7 6 c0 N - 15,666 SF NQ "W 10{ Situate in Spokane County, Washington. 4 DRNG. ESMT. 5 DEDICATION 74 SF A L1- .07' S05 6 (BASIS OF BEARINGS) N00'43'00 "E 170.12' /0 Qo 6 V BOLIVAR ROAD _ -116.3 S� UTIL. ESMT. GRANTED \��' TO VERA WATER & POWER FOR EXISTING 10" W.M. 13,556 SF KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife and HAROLD G. ANDERSON, JR., individually, have caused to be platted into Lots, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT FOURTH ADDITION and being a replat of portions of Tracts 224, 225, 226 and 227 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of Lot 5, Block 2 of EVERGREEN POINT, per final plat recorded in Volume 18 of Plats, page 33, in the Spokane County Auditor's Office; thence N.00'43'00 "E. along the easterly line of said plat a distance of 49.75 feet to the TRUE POINT OF BEGINNING; thence continuing N.00'43'00 "E. along said easterly line a distance of 525.00 feet to the northeast . corner of Lot 1, Block 1 of said plat; thence S.8917'00 "E. a distance of 187.50 feet; thence S.00'43'00 "W. a distance of 21.54 feet; thence S.89'17'00 "E. a distance of 130.00 feet; thence 5.06'29'04 "W. a distance of 134.33 feet; thence S.58'47'00 "E. a distance of 60.00 feet; thence S.3113'00 "W. a distance of 50.00 feet; thence S.05'36'06 "W. a distance of 297.35 feet; thence N.89'17'00 "W. a distance of 305.00 feet to the True Point of Beginning. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 2, Block 13 and Lot 2, Block 14, being one -foot (1') wide strips as shown hereon, are hereby dedicated to Spokane county as general county property, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. No more than one (1) dwelling structure shall be placed on any one lot; nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and receiving approval of a replat. WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and noise. 1 r - ' 'EE)('E)r - r_ - N l �� r\ N 1 L_ vL_1 \' \,1 \L_L_IV i \JIIV 1 rn 297.35 r D A, v L1 \r\ 85.00' 2 11,528 SF DRNG. ESMT. N G \/\ � r z4' G 60. 1 0 M 53 7 T 525.00' 97.50' 1 13,270 SF 10' WIDE UTIL. ESMT 2 75. 89 '- 1 4.4/ ,0 °Is 0 cb co N M oo O 0 o N d co z 12,= ;0 SF 111.66 DRAINAGE ESMT. 7 15,121 SF N COURT if) N 23.07' 134.33 O N rei � N z 25' 1 25' LOT 2, BLOCK 14 1' WIDE STRIP 1 1 95.00' 0 1 moo) 0 13,017 � 193' DRAINAGE LI o '�i EASEMENT C' R IN I 76.29' N00'43'00 "E 127.74' S °29'04 »W 134.33' 0 SF w O 0 0 r - 0 00 00 i 5 / A L� S00 °43'00 "W 21.54' A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on- site sewage systems shall not be authorized. 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 R.C.W. 36.94 which the petition includes the owners' property and further not to object by signing of a protest petition against the formation of a ULID by resolution method pursuant to R.C.W. Chapter 36.94 which includes the owners' property. PROVIDED, this condition shall not prohibit the owners or successors from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under R.C.W. Chapter 36.94. Public drainage easements lying adjacent to the public road rights of way, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the street are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easement. The County of Spokane is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will maintain the drywelis, as shown on the approved road plans, located in said public drainage easements. The public water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County Building & Safety Department, and the water supplier (purveyor) will be installed within the plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. - 7 L- 0 1- - 0 <c - A �� 1 I- \nv 1 LOT 2, BLOCK 13 1' WIDE STRIP _ :) A ( _T_ t) r) JI 1 1 \/ u ; G - t HAROLD G. ANDERSON, JR. SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 CURVE INFORMATION ( IN FEET ) LEGEND FND. 1/2" REBAR W/ YPC • STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT SET 1/2" REBAR W /YPC STAMPED " MOORE 18091" AS: O ANGLE POINT IN BOUNDARY � - LOT CORNER © CENTERLINE MONUMENT BASIS OF BEARINGS 100 THE BEARING OF N.00'43'00 "E. ON THE EAST LINE OF THE FINAL PLAT OF EVERGREEN POINT IS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX- SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332 - 130 -90 SECTION "C ". Utility easements are hereby granted to the serving utility companies over a ten foot (10') wide strip adjoining all public road rights of way, as shown hereon. Vera Water and Power is also hereby granted an utility easement for an existing water main, over portions of Lots 4 and 5, Block 15, as shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POINT FOIJRTH ADDITI0N BEING A REPEAT OF PORTIONS OF TRACTS 224, 225, 226 & 227 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON MAY 1990 SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Examined Examined and County of Spokane Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT and approved this day of Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of , 19_ Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT Examined and approved this day of for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this day of , 19 STATE OF WASHINGTON) ) ss Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT approved this day of , 19_ Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19 . Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19 Spokane County Treasurer by Deputy ACKNOWLEDGMENT , 19 . 19_ On this day personally appeared before me ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and seal this day of , 19 . Notary Public in and for the State of Washington, Residing at Spokane CURVE RADIUS | LENGTH | TANGENT 1 / CHORD DELTA C1 410L00` 218.25' 111.78' 215,89' JO~JO'OO" C2 410'00' 138'47 88.90' 137.81 1B^21'O3 C3 410'00' 79.78' 40'02` 78'66 11^O8'57 C4 20'00 32.92' 21.57' 29'33` 94°19'14" C5 20'00` 25.88' 15.11' 24.11' 747}8'58 CO 20'00` 29.53' 18^20' 28'92` 84'36'40" C7 20'OO 19.25 10.4 18.52' 55^08 C8 50'00' 12.75' 6.41' 12.71' 14'30'31" CQ 20L00` 15'50' 8J6' 15.12' 44°24'55" C10 20L00 38'36` 28'51 32'75" 108~5 [ m[) x /` NO0^43' 00 E 19.75' u� _ 27.38 [] A (N r)r} -r � | �� ^ ~-~ 15.656 SF 17,174 SF A 170.12' N063 ^/o) UTIL. ESMT. GRANTED TO VERA WATER 8c POWER FOR EXISTING 10' W.M. m 1 00.07' S05°36 "��N/ -~ .v DEDICATION [-‘ /[-[l /�[)[-[�: 3 (BASIS OF BEARINGS) =� � ��"��,�� /. w^^-r~��w 13,556 SF M8Q17`OO 5.00' ! 5n� - 'r 6 12,470 SF Situate in Spokane County, Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 2, Block 13 and Lot 2, Block 14, being one—foot (1') wide strips as shown hereon, are hereby dedicated to Spokane county as general county properfy, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county rood system. No more than one (1) dwelling structure shall be placed on any one lot; nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and receiving approval of a rep|ot' WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and noise. BANNE�� 1 27.29' ��7'�' 297.35' KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY 8' ANDERSON and ALICE M. ANDERSON, husband and wife HAROLD G. ANDERSON, JR., individually, have caused to be platted into Lots, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN FOURTH ADDITION and being a rop{ot of portions of Tracts 224, 225, 226 and 227 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginnlng at the southeast corner of Lot 5, Block 2 of EVERGREEN POINT, per final plat recorded in Volume 18 of Plats, page 33, in the Spokane County Auditor's Office; thence N.00^43'00"E' along the easterly line of aoi. plat a distance of 49.75 feet to the TRUE POINT OF BEGINNING; continuing N.00^43"OO"E. along said easterly line o distance of 525'00 feet to the northeast corner of Lot 1, Block 1 of said plat; �� thence S.8017'00"E' a distance of 187'50 feet; thence S.00°43'00" W. distance of 21.54 feet; thence S.8817 a distance of 130.00 thence S.O6.2Q`O4"VK a distance of 134.33 feet; thence S.58-47 a distance of 60.00 feet; thence 8.31l3 o distance of 50.O0 feet; thence S.O5'36 a distance of 297.35 , feet' thence N'8817'OO"V� a distance of 305.00 feet to the True Point of Beginning. \p : O r - co 85.00 . %J co \ —/ [] | k | - r 11,528 SF WIDE UTIL —60 05' � NOO�3 ry COURT 232.26' to --��.(�/�' ------ ///.vu 5' WIDE UTIL. ESMT. / 7 15,121 SF 1 13,270 SF ESMT. 75 ^89'— �� ^ ~��^�^�� 97.50' 1 1 1 | | / \ ' / \ l __� `^ __L. . I- _ _____ __ 7 to 11 o os _ co 25' | 25' m � o 13.O17 SF o — | oO ~- t70.76' — I.^ s' y/ ' v/ � / �� U ~�^ J 13,276 �� /4�/n or 1 'Cr ~^ 44.1 � � o / ` ' ^� � 4 �_��~ | S - ' ,v 1�^� ��^ _ ..^�^� LOT 2, BLOCK 1�1 �w' �, ��^m �-r 1' WIDE STRIP 1 i ^ 95.00' �~ —76_29'__ �- m� NOO�3'OO"E 127.74' C] r} m| cNi Public drainage easements lying od' oent to the public road rights of way, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the street are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easement. The County of Spokane is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will maintain the dryweUo, as shown on the approved road plans, located in said public drainage easements. The public water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County Building & Safety Department, and the water supplier (purveyor) will be installed within the plat, and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. --- ��v��wUV ~^�w�www "" 21.54' A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on— site sewage systems shall not be authorized. 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 R.C.W. 36.94 which the petition includes the owners' property and further not to object by signing of a protest petition against the formation of a ULID by resolution method pursuant to R.C.W. Chapter 36.94 which includes the owners' property. PROVIDED, this condition shall not prohibit the owners or successors from objection to any assessment(s) on the property as a result of improvements called for in con junction with the formation of a UL1D by either petition or resolution method under R.C.W. Chapter 36.94. _ - r [} A /• - r , )r) �� LOT 2, BLOCK 13 �� / �, w�wv�^^ 1' WIDE STRIP - r[) A ( ~-r r>r) A HAROLD G. ANDERSON, JR. GRAPHIC SCALE 50 0 25 50 MI III LEGEND ( IN FEET ) SCALE: 1 m __ 50' ^��r`��-. � — �� FND. 1/2" REBAR W/ YPC • STAMPED " WDORE 18081 PER FINAL PLAT OF EVERGREEN POINT SET 1/2" REBAR STAMPED "MOORE 18091" AS: 0 CURVE INFORMATION ��/� v�- //"/ ��/wv/r` //��/n ANGLE POINT IN BOUNDARY LOT CORNER CENTERLINE MONUMENT 1 00 NOTES �� 1. THE BEARING OF N'00'43'OO"E' ON THE EAST UNE OF THE FINAL PLAT OF EVERGREEN POINT IS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT r��/�r�� / ~� /r� /�_o,/�-/� / THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 E1X-8ECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332-130-90 SECTION "C". Utility easements are hereby granted to the serving utility companies over the o five foot (5') wide strip d i g all public road rights of way and over five foot by ten foot (5'x1O') strips, as shown hereon. Vera Water and Power is also hereby granted an utility easement for an existing water main over portions of Lots 4 and 5, Block 15, as shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 ' ROY H. NYHOLM MARIE E. NYHOLM WESLEY 8' ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535-1410 99202 FINAL PLAT OF EVERGREEN POINT FOURTH ADDITION BEING A REPLAT OF PORTIONS OF TRACTS 224, 225, 226 �� 227 OF VERA & LOCATED IN THE SW 1/4 OF SECTION 26, T N., R.44 E W.M. SPOKANE COUNTY, WASHINGTON MAY 1990 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this day of , 19 . Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of , 19 . Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT ExornincA and approved this day of Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this day of , 19 Examined and approved this This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 18 ' } do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of STATE OF WASHINGTON) ss County of Spokane SURVEYOR'S CERTIFICATE ^ for Spokane County Health Officer SPOKANE COUNTY ASSESSOR day of , 19 . Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER Spokane County Treasurer by Deputy ACKNOWLEDGMENT On this day personally appeared before me ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDER3{}N, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the oorne as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and seal this day of , 19 . Notary Public in and for the State of Washington, Residing at Spokane CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 410.00' 218.25' 111.78' 215.69' 30'30'00" C2 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 410.00' 79.78' 40.02' 79.66' 11'08'57" C4 20.00' 32.92' 21.57' 29.33' 9419'14 ", C5 20.00' ' 25.88' 15.11' 24.11', 74'08'56" C6 ` 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55'09'00" C8 50.00' 12.75' 6.41' 12.71' 14'36'31"'` C9 20.00' 15.50'' 8.16' 15.12' 44'24'55" C10 20.00' 38.36' 28.51' 32.75' ' 109'54'24" 7 L ( � L1 _ 1 .1 I , I 1 NO0'43'00 "E 49.75' T � ) A (`_r `7') L. I I \r 1 'TE)A ( T 1 1 \ 1 v 1 0 r') 27.38' � J Cd 15,666 SF L_ L_ 1 4 DEDICATION A J 1 S05'36'06 "W \ ir A V L_ I \ r - ' 'r D (' ED r r r' I L_ V L_I \ \71 \L_L_1 ti (BASIS OF BEARINGS) N00 170.12' 3 O 0 56 SF 0) co Z 13,5 ��71.29 N 06 ° 3 ' 27 »W (0 11 344' __ 0 U) BANNEN 297.35' KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife and HAROLD G. ANDERSON, JR., individually, have caused to be platted into Lots, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT FOURTH ADDITION and being a replat of portions of Tracts 224, 225, 226 and 227 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of Lot 5, Block 2 of EVERGREEN POINT, per final plat recorded in Volume 18 of Plats, page 33, in the Spokane County Auditor's Office; thence N.00 °43'00 "E. along the easterly line of said plat a distance of 49.75 feet to the TRUE POINT OF BEGINNING; thence continuing N.00 °43'00 "E. along said easterly line a distance of 525.00 feet to the northeast corner of Lot 1, Block 1 of said plat; thence S.8917'00 "E. a distance of 187.50 feet; thence S.00'43'00 "W. a distance of 21.54 feet; thence S.8917'00 "E. a distance of 130.00 feet; thence S.06'29'04 "W. a distance of 134.33 feet; thence S.58'47'00 "E. a distance of 60.00 feet; thence S.3113'00 "W. a distance of 50.00 feet; thence S.05'36'06 "W. a distance of 297.35 feet; thence N.89 °17'00 "W. a distance of 305.00 feet to the True Point of Beginning. Situate in Spokane County, Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 2, Block 13 and Lot 2, Block 14, being one -foot (1') wide strips as shown hereon, are hereby dedicated to Spokane county as general county property, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. No more than one (1) dwelling structure shall be placed on any one lot; nor shall any lot be further subdivided for the purpose of creating additional Tots, ownerships or building sites without first filing and receiving approval of a replat. WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and noise. 85.00' 2 11,528 SF nIN \/1I V I 5' WIDE UTIL - 60.05'' 0 ESMT. 1 75.89'- ' 7 SO O OO ry 525.00' 97.50' 13,270 SF (1 • N COURT N 00 43 00 E 232.26' in N 1 1 1 ► 1 1 1 1 _ 7 L _ L1_ ,O 0 0 evak cb 4 3 cc. I N 1'6 03 U / Lij `Z) J t- 1 • J 13,276 SF �_h 1 34 . 33' 1 S06 "29'04 " 134 .33' , LOT 2, BLOCK 14 1' WIDE STRIP N in I 11 I oeJ 95.00' o N H N N cn 1.6 Li- oo 00 z ; � 1 25' 25' wo 13,017 SF oo U 0 O O -UTIL. ESMT. GRANTED TO VERA WATER & POWER FOR EXISTING 10" W.M. 17,174 SF N8917'00 "W 5.00' 50' 3 15,121 SF 0 ° • W O 76.29'-- - 1 00 N00°43'00 "E N rn 127.74' in 1 S00 °43'00 "W w 21.54' o O O O A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on- site sewage systems shall not be authorized. 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 R.C.W. 36.94 which the petition includes the owners' property and further not to object by signing of a protest petition against the formation of a ULID by resolution method pursuant to R.C.W. Chapter 36.94 which includes the owners' property. PROVIDED, this condition shall not prohibit the owners or successors from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under R.C.W. Chapter 36.94. Public drainage easements lying adjacent to the public road rights of way, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the street are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easement. The County of Spokane is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will maintain the drywells, as shown on the approved road plans, located in said public drainage easements. , The public water system, pursuant to the WATER PLAN approved' by County and State health authorities, the local fire protection district, Spokane County Building & Safety Department, and the water supplier (purveyor) will be installed within the plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County, _ 7 Tom) A /NT 1 1 \ r\ v LOT 2, BLOCK 13 1' WIDE STRIP _1 I \n t HAROLD G. ANDERSON, JR. GRAPHIC SCALE 50 0 25 50 100 MI Ell MI MI NI ( IN FEET ) SCALE: 1" = 50' LEGEND CURVE INFORMATION FND. 1/2" REBAR W/ YPC • STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT SET 1/2" REBAR W /YPC STAMPED " MOORE 18091" AS: ANGLE POINT IN BOUNDARY LOT CORNER CENTERLINE MONUMENT NOTES 1. THE BEARING OF N.00'43'00 "E. ON THE EAST UNE OF THE FINAL PLAT OF EVERGREEN POINT IS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332 - 130 -90 SECTION "C ". Utility easements are hereby granted to the serving utility companies over the a five foot (5') wide strip adjoining all public road rights of way and over five foot by ten foot (5'x10') strips, as shown hereon. Vera Water and Power is also hereby granted an utility easement for an existing water main over portions of Lots 4 and 5, Block 15, as shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POINT FOURTH ADDITION BEING A REPEAT OF PORTIONS OF TRACTS 224, 225, 226 & 227 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON MAY 1990 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this day of , 19 . Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of , 19_ Examined Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this day of , 19_ for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this day of , 19_ This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19_ I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19 . STATE OF WASHINGTON) ) ss County of Spokane SURVEYOR'S CERTIFICATE Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT and approved this day of Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS , 19_ Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER Spokane County Treasurer by Deputy ACKNOWLEDGMENT On this day personally appeared before me ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and seal this day of , 19 Notary Public in and for the State of Washington, Residing at Spokane CURVE RADIUS 1 LENGTH 1 TANGENT 1 CHORD DELTA C1 410.00' 218.25' 111.78' 215.69' 30'30'00" C2 410.00' 138.47' 69.90' 137.81' 19'21'03" C3 410.00' 79.78' 40.02' 79.66' 11'08'57" C4 20.00' 32.92' 21.57' 29.33' 9419'14" C5 20.00' 25.88' 15.11' 24.11' 74'08'56" C6 20.00' 29.53' 18.20' 26.92' 84'36'40" C7 20.00' 19.25' 10.44' 18.52' 55 °09'00" C8 50.00' 12.75' 6.41' 12.71' 14'36'31" C9 20.00' 15.50' 8.16' 15.12' 44 °24'55" C10 20.00' 38.36' 28.51' 32.75' 109 °54'24" NUMBER RADIAL BEARING 1 S05 °02'14 "W 2 S16'34'04 "W 3 S06'06'20 "W 4 S34 °08'00 "E 5 S48'44'30 "E 6 N4618'05"E 7 S20'37'24 "W 8 S11'51'57 "W - 7 L LIJ 1 J LIJ - r - E) A ( T 1 I \r\v 1 z_ 1/4J TL) A ('T r") r) -7 1 1 \rev 1 _z_ / 4- N 00'43'00"E 49.75' RADIAL BEARINGS ■ I 0 O O N • 00 z 27.38' 170.12 4 ao 15,666 SF N06 °34'27 "W - = 116.34'(8) _ t5` UTIL. ESMT. GRANTED \ ` i �� TO VERA WATER & POWER FOR EXISTING 10" W.M. 0) N 5 Situate in Spokane County, Washington. DRNG. ESMT. /O 2 (° I 17,174 SF DEDICATION A BOLIVAR ROAD 1 (BASIS OF BEARINGS) N 00 °43'00 "E 100.07' S05636'06 „w L_ V L_ I \ \ 7 1 \ L_ L_ I '1 13,556 SF ,\t \c6 cy N89°17'00 "W 5.00' 50' to And they do hereby dedicate to public use forever the streets and roads shown within this plat. Lot 2, Block 13 and Lot 2, Block 14, being one -foot (1') wide strips as shown hereon, are hereby dedicated to Spokane county as general county property, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. No more than one (1) dwelling structure shall be placed on any one lot; nor shall any lot be further subdivided for the purpose of creating additional Tots, ownerships or building sites without first filing and receiving approval of a replat. WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and noise. 0 o; DRNG. ESMT. N � 24 . --L 60.05' X29'/ N KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife and HAROLD G. ANDERSON, JR., individually, have caused . to be platted into , Lots, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT FOURTH ADDITION and being a replat of portions of Tracts 224, 225, 226 and 227 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of Lot 5, Block 2 of EVERGREEN POINT, per final plat recorded in Volume 18 of Plats, page 33, in the Spokane County Auditor's Office; thence N.00'43'00 "E. along the easterly line of said plat a distance of 49.75 feet to the TRUE POINT OF BEGINNING; thence continuing N.00 °43'00 "E. along said easterly line a distance of 525.00 feet to the northeast corner of Lot 1, Block 1 of said plat; thence S.8917'00 "E. a distance of 187.50 feet; thence 5.00'43'00 "W. a distance of 21.54 feet; thence S.8917'00 "E. a distance of 130.00 feet; thence S.06'29'04 "W. a distance of 134.33 feet; thence S.58 °47'00 "E. a distance of 60.00 feet; thence 5.3113'00 "W. a distance of 50.00 feet; thence S.05'36'06 "W. a distance of 297.35 feet; thence N.8917'00 "W. a distance of 305.00 feet to the True Point of Beginning. 85.00' 2 1 1:1')r\It. T \JI I N I 11,528 SF 0 to 1 ro 13,270 SF 10' WIDE UTIL. ESMT. 232.26' in 525.00' 97.50' 75.89 N N I3 IN I BANNEN N00'43'00 "E N COURT ® O O O O 00 ,- z O N 03 00 25' 25' 95.00' N w N CO w 3,017 SF j 19J53' to r DRAINAGE �► EASEMENT 0 l N 76.29' 1 N 00 °43'00 "E 127.74' � C h 20 J 7 1 58 �� 4.\/ t 9.97' CART _ T - - � 10 WIDE UTIL. F o \ W DRAINAGE ESMT. O 7 rn I" 6 12,470 SF 1 27.29' 297.35 Go rr) 15,121 SF it - D A VL_I 111.66' DRAINAGE // o EASEMENT -- /O, V ,,� 7 0.00' C4 /0 6 '.'4° . S� 7 3, 'v Op � Ai/ C � - 170_76' 7 1 0 1 J I / ,�� 1 fit O 13.27 SF //k ) / r 2 4 ,p 2 o/ � O „<r) mo o° S 134.33 , LOT 2, BLOCK 14 1' WIDE STRIP - -a- - -- ; - - - C> 0 1- - C� 0 0 U M 10 in N O 10 0 00 A L.1- �- S00'43 '00 "W w 21.54' O- 0 0 N o A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on- site sewage systems shall not be authorized. 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 R.C.W. 36.94 which the petition includes the owners' property and further not to object by signing of a protest petition against the formation of a ULID by resolution method pursuant to R.C.W. Chapter 36.94 which includes the owners' property. PROVIDED, this condition shall not prohibit the owners or successors from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under R.C.W. Chapter 36.94. Public drainage easements lying adjacent to the public road rights of way, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the street are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easement. The County of Spokane is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will maintain the drywells, as shown on the approved road plans, located in said public drainage easements. The public water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County Building & Safety Department, and the water supplier (purveyor) will be installed within the plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. <i Tom) A /\T 1 1 \nv 1 O 0 L Z_. `. LOT 2, BLOCK 13 1' WIDE STRIP � C)A(' -- r"' ') r) 1 1 s fi ROY H. NYHOLM GRAPHIC SCALE 50 0 25 50 ( IN FEET ) LEGEND SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS: CURVE INFORMATION tti,) le-7!) q'. k&-St"(--- . SCALE: 1 " = 50' O ANGLE POINT IN BOUNDARY 1 LOT CORNER © CENTERLINE MONUMENT 100 NI MI Ell FND. 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE EAST LINE OF THE FINAL PLAT OF EVERGREEN POINT IS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332 - 130 -90 SECTION "C ". Utility easements are hereby granted to the serving utility companies over a ten foot (10') wide strip adjoining all public road rights of way, as shown hereon. Vera Water and Power is . also hereby granted an utility easement for an existing water main, over portions of Lots 4 and 5, Block 15, as shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this ',rv`ny of. 'F , 19 MARIE E. NYHOLM p WESLEY E3: ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POINT FOURTH ADDITION BEING A REPEAT OF PORTIONS OF TRACTS 224, 225, 226 & 227 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON MAY 1990 Examined and Examined and Examined and Examined and STATE OF WASHINGTON) ) ss County of Spokane GIVEN under my hand and seal this f SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT approved this 2. day of SPOKANE COUNTY ENGINEER approved this / " day of . Director, Spokane Cot)nty',Utilities Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT approved this : day of Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT approved this ." day of ACKNOWLEDGMENT • day of SPOKANE COUNTY COMMISSIONERS SPOKANE COUNTY TREASURER 7PIA-- 665P. 5 ,1 9q() , 19 . , 19If. .. i.5. for Spokane County Health officer SPOKANE COUNTY ASSESSOR Examined and approved this /.. day of ` „ - � n. , 19 �1' tb t�/�' Spokane County Assessor by 'D puty This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19 ? ; . Chairman, Spokane County Commissioners 1 do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of -u .cc'.- , 19q%: :: Spokane County Treasurer by Deputy t (09 On this day personally appeared before me ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary .act and deed for the uses and purposes therein mentioned. 19 `per ". Notary Public in and for the State of Washington, Residing at Spokane MINIMUM TOP OF DIKE ELEVATION .2' MIN FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND 3 MAX. Q 1 DRAINAGE STRUCTURE FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF CURB ELEVATION TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW DRAINAGE EASEMENT AS SPECIFIED ON PLAN .2' MIN. 3 TOP OF CURB ELEVATION TYPICAL 208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW 2' —O" 4 ASPHALT PAVEMENT 6" A- A ' „ 4' LONG DROP ( UNLESS OTHERWISE SPECIFIED) GRATE ELEVATION STREET RIGHT OF WAY LINE 3 GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE STREET RIGHT OF WAY LINE .5' 3 MAX. 1 Pr /// /// A /oi / /// , A CURB • POND _C4 BOTTOM "ELEV. _ 1026.93 P NI : C _ 7.p5 — :; L - "AS> MENT FhR :EXISTING TO" WM • � CURI3 PROP SAC STA. I +24.85 ARE e;€. / .s DEVELOPER'S APPROVAL DATE � CP A Q E court ; EN NOTI. MINIMUM TOP OF DIKE ELEVATION CONCRETE CURB 2' TYPICAL SECTION />\ / / / > / >\/ / / TYPICAL CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE 2' TYPICAL NORMAL GUTTER LINE DROPPED GUTTER LINE DROP CURB DROP CURB DROP GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2030.36 CURB CONCRETE CURB POND C1 BOTTOM ELEV. = 2027.77 1 18 ' 1 1 it 1.I 1i iI 24' SEEM CURB DROPS @ STA. 11 +10 & 11 +20 STORMWATER FLOW POND A3 BOTTOM ELEV. = 2029.86 5' DIAMETER ROCK SUMP PLAN VIEW 3" MAX. DIA. WASHED GRAVEL TEMPORARY ROCK SUMP ELEVATION VIEW 5.5' TYP. END OF ASPHALT PAVING AND CURB CURB DROP @ MCR ASPHALT PAVING SHAPE SUBGRADE LOCALLY TO CREATE POSITIVE DRAINAGE INTO ROCK SUMP POND BOTTOM AND DRAINAGE EASEMENT DIMENSIONS aV 13 '208' POND DETAILS INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2029.35 CURB DROPS @ STA. 7 +40 & 7 +50 POND B3 BOTTOM ELEV. = 2028.85 s 66' POND C2 BOTTOM ELEV. = 2027.77 CURB DROP @ STA. 11 +00 Ii 7' coif - i 1 1 t _J 1 L -- —J 20 7 R/W SHOWN BELOW 50' RIGHT OF WAY POND D BOTTOM ELEV. = 2028.25 7 6. ■ POND C3 BOT TOM ELEV.= 2026.40 TYPICAL CROSS - SECTION TYPE "B" DRYWELL WITH \Q TYPE 3 METAL FRAME & GRATE ••� GRATE ELEV. = 2026.90 \ CURB DROP @ SAC STA. 1 +(05 7 2% CURB DROP @ STA. 8 +25 INSTALL SPO. CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2028.75 CURB DROP @ SAC STA. 1+72. R/ 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 7 INSTALL SPO. CO. STD. T EQU THE PERMIT ENGINEER 456 -36 PRIOR TO CONSTRUCTION rn co a. ‘,4 0 0 a 0 SHEET 2 OF 2 JOB NUMBER J 89104 1--(09 t z 0 w ce >- m 0 0 zJ z 1- H 0 L 1- 0 O a_ 1— W w 0 w w