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PE-1423B-82Bldg. Permit Fee No. Project Name Address Sponsor's Name Planning Contact Date Submitted 10' - / - 9 0 - Z4 --`ice 02, Telephone # Es t y 371 / Engineer /Sur veor s/Aichitect 's Nam Person elt Description Lnitials RA 440A. 1St - 4,1m ( PA a ( , 1 P G ■. i 71 r tic /D -1 )._-("TD l �o-K. c r, o - �-�-• y cam. �� to r50 D itt +,t File No. (f'ic Parcel No. 02553f — nn Phone # 7l� /99/ 99a /6o ,�� ,,- 2A r fitne,4 er A Q Qg!„41c Alt vn fie R oc Lors i( Pi- Ar (Heck Fee 1j(Oo - l - f // (' ar: I Ytt Fre e a- ,ve <2....2 6 A /mtrN /Y,e•o(✓ 40 IC srAtta (3 (C Le6Eiuo o A. 4S AssnAssn 8�. ce/Ar4s i > r _� F vlu it 4: — © Ph-Air Loe.PTioivey Tn.. m K CD e_ S le v eke eS rs.CTIP' KAhrir 0 c �S e, .FO A/.4 -I F,5 ,, ) / / e C h o K ui,Drisss o I� gartfC en,r hg"-.4 c C Zor f4& ace Nu wLssls O L. 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IN THE MAII'EROF ) ESTABLISHMENT OF TIMBERLANE DRIVE, .: ) 20TH AND 21ST AVENUES, SONORA STREET, ) 21ST AND CHERYL COURTS ) COUNTY ENGINEERS FILE NO. 412 "0" -) 772 °tug RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of TIMBERLANE DRIVE, 20TH AND 21ST AVENUES, SONORA STREET, 21ST AND CHERYL COURTS, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 93 -0944, 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 50 and 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 31st day of August, 1993, being more particularly described as follows: BY TIMBERLANE DRIVE - 50 feet wide, from south line of Lot 6 Block 1 (one foot strip) in.Ridgemon Estates No. 4 - 3rd Additi n to the north line of Lot 15 Block 1 in Ridgemont Estates No. 4 - 5th Addition. ATTEST: WIL 20TH AVENUE - 60 feet wide, from Sullivan Road east to the west line of Lot 3 Block 4 in Ridgemont Estates No. 4 - 4th Addition. 21ST AVENUE - 50 feet wide, from the east right of way line of Timberlane Drive to the west right of way line of Sonora Street in Ridgemont Estates No. 4 - 4th Addition. SONORA STREET - 50 feet wide, from the north line of Lot 8 Block 2 to the south line of Lot 3 Block 3 in Ridgemont Estates No. 4 - 4th Addition. 21ST COURT - 50 feet wide, from the west right of way line of Timberlane Drive west to and including cul-de -sac in Ridgemont Estates No. 4 - 4th Addition. CHERYL COURT - 50 feet wide, from the north right of way line of 20th Avenue north to and including cul-de -sac in Ridgemont Estates No. 4 - 5th Addition. DEPUTY Lot 2 Block 4 in Ridgemont Estates No. 4 Lot 1 Block 4 in Ridgemont Estates No. 4 Lot 6 Block 1 in Ridgemont Estates No. 4 - Lot 5 Block 1 in Ridgemont Estates No. 4 - Lot 5 Block 3 in Ridgemont Estates No. 4 - Lot 2 Block 2 in Ridgemont Estates No. 4 - OF THE BOA ✓1 ■ A .4/ AM E. DONAHUE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON i /. . Patricia A. Mummey, air Steven Hass C D.E. - 4th Addition - 4th Addition 3rd Addition 2nd Addition 1st Addition 1st Addition ilberg Located in the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 E.W.M. 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 TIMBERLANE DRIVE, 20TH AND 21ST AVENUES, SONORA STREET, 21ST AND CHERYL COURTS, Road File No. 412 "0 ". The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED that the one foot strips described as follows is hereby dedicated for public road purposes: PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 31st day of August, 1993. Dear Gary: Sincerely, September 20, 1991 Mr. Gary Nelson Spokane County Engineers North 811 Jefferson Spokane, WA 99201 KENNETH J. TUPPER Tupper, Inc. Re: Ridgemont Fk 0 Fem, IEEE F:a. SEP 2 51991 Additio Estates No Block 1 Lot 2 Block 2 Lot 3 Additio h 147' Block 1 Lots 1 5 Block 2 Lots 1 6 If you have any questions, please give me a call. TUPPER & ASSOCIATES, INC.. REALTORS E. 12929 SPRAR'E AVENUE F/2/ F/% Regarding the lots referenced above, I am requesting that, effective immediately, on all building permits you follow the new program established for a $1000 set - aside for swale and sod for each home. SPPOKANE WA 09215 PHONE. (509) 928.1991 Sieve 1 -1/4" 1" 5/8" 1/2" 3/8" 1/4" 1110 1140 #80 0200 Pan *Weights to nearest gram IC/ 2 -53 /x/°13— SPOKANE COUNTY ENGINEERS OFFICE Q� c!_5?M� aRO - FsQ�� QUICK EXTRACTION Contract No 2146-400 AGGREGATE GRADATION Weight Percent Retained Retained (Accumulative)* (Accumulative) ** * *Compute to nearest percent except #200 only to nearest 0.1% Sample No. 1 Class Asphalt Determination Date ( 1. Filter Paper + Diat. Silica After Use and Dried 1 )9. 7 ) 2. Filter Paper + Diat. Silica Before Use 32.3 3. Gain in Weight (200 Minus) ( #1 - 112 4. Aggregate Weight After Drying 2-519._3 5. Total Aggregate Weight (113 + 114) 7 Szo 6. % Asphalt S •7 Original Sample Weight Zte' Minus Total Aggregate Weight (115) 'DLO. 3 Total Grams Asphalt BSI Wt. Asphalt % Asphalt = Original Sample Wt X 100 c r 5. - 7 4.0 -7 S Percent Passing r) 0 I�� t 0 44.5 Z _ yo -In) 4dt9 Ilo 84 7Si o ci an i) 3 (03 e3 It) S (0 2153. gS 6 I -z4 z3(eoiL 94- Co - C lJ q 6 3 3 ._ 3 -7 ).4. Not used in computing grading (Checks Line 11) 252o, Total Aggregate (Form Line #5) 3)5 6.5 i os Specs AEI Inspector CONTRACT NO. PERMIT NO. =,.s- loo PROJECT ENGINEER T- y R Ica ACP CLASS B DATE (o- 4 -Q SECTION I� .n \ 0,2 n,.cnit 3 (sXaOrG ) CONTRACTOR 01 n-,--. O • A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) _ (CLE - APPROX 1500 GMS) S 2 D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE _ 4 -65.4- E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = /x /S' F = RICE DENSITY (LBSJCU. FT.) = L .4 ea A A +D -E X62.2= 15 4- . ( 0 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. RVP -1 (3) DATE (D q (4 ( ( (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) RICE DENSITY S4. A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) _ (CLE - APPROX 1500 GMS) S - 4 . y D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = 14 g6 .4- E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = AVERAGE = (LBS. /CU. FT.) I caoS .4— F = RICE DENSITY (LBS. /CU. FT.) = 7_4.9 A A +D -E X62.2= IS-St DISTRIBUTION White PROJECT ENGINEER Canary INSPECTOR Pink CONTRACTOR (t) CALCULATED BY: wh DATE AGGREGATE GRADATION Weight Percent Retained Retained Percent Sieve (Accumulative)* (Accumulative) ** Passing Specs 1 -1/4" 1 " 5/8" 0 ,; 0 _l__ l �i ) 1/2" /.0.2.i/ C __!T.:1 c1O--I co 3/8" 39a.1 Il _ 'W -9C 1/4" 739 , O 73S cc=-)S 1110 / 3 3 6, 3 64- .1 = ., -4 -8 140 1 7&`7• `i 2R L l) -2_4 #80 / 9 y2 . 8 q Z > L-6 1120O 2,OOS. 2. cis 3 4.1 3- Pan go / a .5 Not used in computing grading (Checks Line #) *Weights to nearest gram SPOKANE COUNTY ENGINEERS OFFICE QUICK EXTRACTION Contract No. 58,-6-1 w Sample No. 1 Class V Asphalt Determination Date ( — ?-r—cl I 1. Filter Paper +.Diat. Silica After Use and Dried 3Q. s 2. Filter Paper + Diat. Silica Before Use S , h 3. Gain in Weight (200 Minus) ( #1 — #2) 1.2_ 4. Aggregate Weight After Drying 2_10377 5. Total Aggregate Weight ( #3 + #4) 2 0c1C\ 6. X Asphalt Original Sample Weight 2 7 44.2_ Minus Total Aggregate Weight ( #5) Z IU�I.q Total Grams Asphalt 1 39.3 Wt. Asphalt % Asphalt = Original Sample Wt X 100 z t oy.9 Total Aggregate (Form Line #5) * *Compute to nearest percent except #200 only to nearest 0.1% SIS AE4 Inspector CONTRACT NO. PERMIT NO. PROJECT ENGINEER ACP CLASS DATE Ea4-6 - P \l v 8 6-S-9 1 SECTION CONTRACTOR c A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) = (CLE - APPROX 1500 GMS) 506 D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = /y[S, c/ E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = 176x: g F = RICE DENSITY (LBS. /CU. FT.) = lRj 2 A A +D -E X62.2= &' >. ) 5t.1 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. RVP -1 DATE RICE DENSITY ( (n -3— 153,0 (2) (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) = (CLE - APPROX 1500 GMS) r? y, 2 D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = 171 9.7 F = RICE DENSITY (LBS. /CU. FT.) = Z. A A +D -E X62.2= 15_3 2. 3 AVERAGE = (LBSJCU. FT.) DISTRIBUTION White PROJECT ENGINEER Canary INSPECTOR Pink CONTRACTOR (*) CALCULATED BY: Pe vv.() DATE L3 -5 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Sedgewick James of Washington, Inc. W 601 Main Ave. Suite 1400 Spokane, Wa. 99201 RE: Ridgemont Estates No 4, 3rd Add. PE 1423B Dear Sir or Madam: cc: Tupper & Assoc., Inc. N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director June 11, 1991 Please be advised that Bond Number 5672337 issued by Safeco Insurance Co. of America for roadway improvements for the above mentioned subdivision, in the current amount of $11,292.00 may now be reduced to $5,600.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C: Hormann, P.E. Spokane County Engineer JLrry Sims Plat Inspector SE(w JA:'.�iES JUN 13 1991 SPOKANE SE©CWICK JAMES JUN 1 1991 SPOKANE Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456-4715 SAFECO SURETY RIDER SA J INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 To be attached to and form a part of r .a Type of Bond SUBDIVISION ROADWAY IMPROVEMENT BOND �'r. �� ', �' �+° Bond No 5672337 JUN 1 9 1991 dated effective April 1, 1991 $P ^iu °.I.ECL'�,.)7L:.::IPr:e'A (MONTH, DAY, YEAR) ti v..m...� executed by ELLER CORPORATION as Principal, (PRINCIPAL) and by SAFECO INSURANCE COMPANY OF AMERICA (SURETY) in favor of SPOKANE COUNTY (OBLIGEE) In consideration of the mutual agreements herein contained the Principal and the Surety hereby consent to changing THE BOND PENALTY From Eleven Thousand Two Hundred Ninety —t To FIVE THOUSAND SIX HUNDRED AND NO /00 - -- $5,600.00 Nothing herein contained shall vary, alter or extend any provision or condition of this bond except as herein expressly stated. This rider is effective June 14, 1991 (MONTH, DAY, YEAR) Signed and Sealed June 14, 1991 (MONTH, Y, TH Y � Corporation �poration °A11 er Cor By v o and no /00 -- $11,292.00 PRINCIPAL TITLE SURETY Helen M. Eller, President Safe o Insur ce Company of America Lois Stewart ATTORNEY -IN -FACT as Surety, 5 -443 R12 10/86 PRINTED IN U.S.A. NO 91 0471 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) ` RIDGEMONT ESTATES NO. 4, 3RD ADDITION ) 1, I \ FILE NO. PE- 1433 -82 AND LOCATED IN //_ /4/Z3 SECTION 25, TOWNSHIP 25 NORTH ) RESOLUTION RANGE 44 EWM, SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Ridgemont Estates No. 4, 3rd Addition, PE- 1433 -82 /q2.3 that portion of the NW 1/4 of Section 25, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: BEGINNING at the Northeast corner of Lot 4 in block 3 of RIDGEMONT ESTATES NO. 4, 1ST ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said RIDGEMONT ESTATES NO. 4, 1ST ADDITION, South 67° 45' 35" West a distance of 77.37 feet; thence South 85° 04' 03" West a distance of 83.88 feet; thence North 89° 32' 42" West a distance of 374.46 feet; thence North 89° 32' 42" West a distance of 80.00 feet; thence North 00° 39' 38" East a distance of 300.00 feet; thence South 89° 32' 42" East a distance of 175.97 feet; thence North 27 39' 38" East a distance of 100.00 feet; thence South 62° 20' 22" East a distance of 125.00 feet; thence North 27° 39' 38" East a distance of 56.00 feet; thence South 62° 20' 22" East a distance of 175.00 feet; thence South 88° 33' 20" East a distance of 126.44 feet to a point on the west line of Block 1 of RIDGEMONT ESTATES NO. 4, 2ND ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 71, in Spokane County, Washington; thence the next two courses along said West line of RIDGEMONT ESTATES NO. 4, 2ND ADDITION, South 00° 39' 38" West a distance of 187.37 feet; thence South 23° 28' 54" West a distance of 80.73 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS 9 DAY OF REV 1/90 mo osanne Montague, Dep won, Chairni BOARD OF C• ': TY COMMISSIONERS OF SPOKA ' , WASHINGTON Patricia A. Mummey , 1991 9104040040 SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington Vr" 1180 PAGE 11 R EECEBYlD FILED Oil RECORDED REQUEST Or APR '1 I0 is 40 '91 Wi1LIAM E. DONAHUE AUDITOR SPOKANE. COUNTY. WASH. SAMPSON DRAINAGE EASEMENT The Grantor(s) Sullivan South Enterprises, A Washington Corporation 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, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage Easement over that portion of the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44. East, W.M., in Spokane County, Washington, described as follows: Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 - 1st Addition as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said Ridgemont Estates No. 4 - 1st Addition, S67`45'35 "W a distance of 77.37 feet. thence 585'04'03 "W a distance of 83.88 feet; thence N89 ° 32'42 "W a distance of 374.46 feet; thence N89`32'42 "W a distance of 80.00 feet; thence N00 "39'38 "E a distance of 300.00 feet; thence 589'32'42 "E a distance of 175.97 feet; thence N27'39'38 "E a distance of 100.00 feet; thence 562'20'22 "E a distance of 125.00 feet to the True Point of Beginning; thence N27'39'38 "E a distance of 56.00 feet; thence N62`20'22 "W a distance of 13.00 feet; thence S27 "W a distance of 56.00 feet; thence S62'20'22 "E a distance of 13.00 feet to the True P.O.B. Situate in the County of Spokane, State of Washington. The Easement granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and /or runoff over and across the above described lands. The Grantor(e) hereby agree not to obstruct, artificially cbllect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage Easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage Easement per plane on file in the office of the Spokane County Engineer. 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 Easement. The Easement described hereinabove ie to and shall run with the land. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. E' Excise Tax Exempt Dale 402 199/ Spokane County ,Twee. (over) 4 160 150 110 100 90 CONTRACT: a A E / 8 p STA COMPACTION TEST DATA ( MOISTURE CONTENT — /.OF DRY WEIGHT 35 40 LOCATION 1�f DGe.4cohr 4 3 (La � DOLT- DATE: 4 -z-9/ 11111•111•1111111 �► 11111•111111111111•11111111111116. 11111•111111111111•11111111111116. •11u•na1111a11Mn IlIIIIIIIIIIIlIIi ■■■■ISMU•■■■.■■■■.■■L MOLD DIA. ( VOLUME OF SAMPLE 1.013 F 3 W UNIT W IGH ca/pr MOISTURE SAMPLE NO. WGT. OF WET SOIL E DISH ci WGT OF DRY SOIL E DISH WGT. OF WATER WGT. OF DISH WGT. OF DRY SOIL Free Water MOISTURE 0 l CONTENT DRY UNIT WEIGHTta 1 48•3 9 333 Nil 1 0 1415.1 4979 U c • 2..2-• c I ca. M CHANI AL ANALYSIS SAMPLE GRAVEL SANO FINES S9. 'R' Value % ° o R Retained ,ETAINED ": fl 1 � �_ •� ' o PASSINGQ 4 Field Soil CI sification h LG• i2AVeC L//SAND T2 CLA • � � OPT, MOISTURE CONTENT MAX. DRY 0 NSITY SPGR ■■■■•■■■■■■■•■■■■■■■■■■■■■■■■■\ T S ED BY CMEI(ED DA1 � EA Na 8�0 1111H11111111111111il1111110111 Br No. 200 Pan COMPACTION T — tgo BLOWS PERLAYERSt N0. LAYERS S WGT. OF WET SOIL y TAMPER W /o to WGT. OF MOLD DROP HT. / 'r WGT.OF WET SOIL II6 493 4 MD 8Z zl 14775" 4,4 Wash Moisture % Frac. Face LL PL PI Seive Wt. Sizes Ret. Wash % Ret % Pass 2 3 Total % Specifi- Pass cations 45 50 Size or type Sampled and test by Source Weights Sand Equiv. Project: ria.ri©GcAw r 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 A. WGT OF DRY MAT 5 S B. WGT OF PYE + H 0 2 A +B= Z o 1 7, 3 C. WGT OF PYE + H 0 + MAT / `8i 0( 2 SP -1 71 Date: 4- Z- '5/ Material: Svrs a Contract: £4 E / 8 8 ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD 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 WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= W.S.T.D. TEST METHOD 705A (68 °) A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 A +B= C. WGT OF PYE + H 0 + MAT 2 A +B -C 21/,3 A +B -C RICE SP GR = A = Z , 6,0 RICE SP GR = A = A +B -C A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT /45451 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 Dear Madom7; W. 1026 Broadway Ave. a : 4":3 1 --- 1 r a•-a-A L ”c 4:: Coi T OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, RE., County Engineer Dennis M. Scott, P.E., Director r...;ewick ....omen of WohLggton, Inc. W .:11/11 Main E: 1' .5okane,,Wo. 99201 REg Rimgemont Estatfl Mo 4, arc. Pidd PI4E,3E Turoner ;S: Pssoclotes, lnc. Ee 1. i94 1:r.2erme be advi2ed that Bond Number •E72337 °.dsmed Ini !=.merida ad :urety 'y ?-oams adsnciat dra±nace fE4ci1tties . ; : o" the mbdvb lentioned •iated Rbril 1, 1?91, in tho mdrr amount of 5d.W0.00 mou mow be VC:A haVe AnV t7t CAi our aT'f±ce very truly yours, Rona.:.c Rormarm, 2. ;E. EpoRane County Eog.neer Devd Z. Bcrto Commir2ancd •urvovor Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 T o From Subject Inter- office Communifation Form 327 —C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dot 2 OFFICE Or Ti IE COUNTY IiNCINEER Ronald C. Hormann, RE., County Engineer Sedgewick James of Washington, Inc. W 601 Main Ave. Suite 1400 Spokane, Wa. 99201 RE: Ridgemont Estates No 4, 3rd Add. PE 1423B Dear Sir or Madam: cc: Tupper & Assoc., Inc. N. 811 Jefferson A DIVISION OF Ti IE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director June' 11, 1991 Please be advised that Bond Number 5672337 issued by Safeco Insurance Co. of America for roadway improvements for the above mentioned subdivision, in the current amount of 611,292.00 may now be reduced to 65,600.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Jlrry Sims Plat Inspector t S) ne, WA 99260 -0160 15091456-3600 FAX 1509) 456- -1715 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hofmann, 1'. E., County Engineer Washington Mutual Savings Bank PO Box 324 Spokane, WA. 99201 -0324 Dear Sir or Madam: cc: Tupper & Associates, Inc. N. 811 leffersun June 11, 1991 RE: Ridgemont Estates No. 4- 3rd Addition PE 1423B A DIVISION OE THE PUIILIC WORKS DEPARTMENT • Dennis M. Scott, P.E., Director Please be advised that Land Loan No. 01- 832 - 158603 -1 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $45,008.00 may now be released. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer j 16/ 4 ' erry Sims Plat Inspector Spokane, WA 992o0 -0130 (509)456 -3600 FAX (509) 456 -4715 PROJECT Ridgemont Estates #4 3rd DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Adjust Drywells 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK NAME J Sims UNITS EA EA EA EA EA CY EA LF LF LF LF EA ER CY SF LS DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD GRADING AND SURFACING GRAND TOTAJ jo %a QUANITY PRICE 1250.00 1480.00 325.00 330.00 320. 00 14.70 610.00 20.00 24.60 30.50 24.00 1435.00 300.00 110 9.20 2966 0.70 DATE 11- Jun -91 1 1000.00 1000.00 0.00 0.00 0.00 0.00 0.00 5 160.00 32.00 2 75.00 9.20 10.60 10.60 44.40 6.20 7.90 7.20 15.30 COST 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 1012.00 2076.20 4088.20 800. 00 0.00 150.00 950. 00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 5,038.20 late 6/6/91 Inspector fly.,, 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 I) Nerd , a Signing checked 'REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER am pm 1 2 3 4 5 6 p•m• Equipment List rn..cc it'?OEi „ ,S1.e , �lr Pg. 1of Project Name Project No. CRP /RID Report No Contractor and /or Sub(s) Eller ) £dk..., .„And Hrs. Used Standby Number 5 y�f� Ps nh nil S rtr Wells ;vrvJ ( )di 40 f-o el tilt” Pit 1.1 rte 3 ) /1/4/ tr./ 1-n tent, / 7 l. in 4r71n >' 1 c - i „ 1c�.S 41) InsJ- , / /Af'r, -,, elf ra S- erX 51ins rex spnkawir. Co. Sper.. �. nrn,..4 an 755 6) Aiae,.( ire MA,nrlvaI 5>; 5eu )n,e5 7) )J,.e,,J 't, TV in y is like.. e) ti (tk) Lrb pfess$4rc (Moan rjr.a.e t Mite S 9) Cloan Plan La /es /n) Ra,rwrL3r int :eft +"• —a1/ brlju sit rr1ent ri. eis a.,J frJ,ynv yeL L L.-7,.t br r7K', 4!sn J /Rn Mm4ar inSie4 a 'tgh,ri.k r:., ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE I NT. INSPECTOR'S SIGNATURE SUBDIVISION ROADFJAY IMPROVEMENT' BOND KNOW ALL MEN BY THESE PRESENTS, that ET,TER CORPORATION (contractor), as "Principal," and SAFECO INSURANCE COMPANY OF AMERICA (bonding company), a corporation organized and existing under the laws of the State of Washington, as "Surety," are held and firmly bound unto Spokane County, a political subdivision of the State of Washington, as "Obligee," in the penal sum of ELEVEN THOUSAND TWO HUNDRED NINETY -TWO DOLLARS ($11,292.00), lawful money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal is a contractor to the owner of a tract of land in Spokane County divided and platted into lots and known as RIDGEMONP ESTATES #4. - 3RD ADD'N and being located in Section 25, Township 25 North, Range 44 E.W.M., in Spokane County, Washington, and said County has required that a bond be furnished in an amount sufficient to pay the construction costs of grading and surfacing to the approved grades and typical section of the roadways of said plat and the installation of drainage structures and such other work as is incidental and necessary thereto, all .�,..� n ac� or ce with those Plat Roadway Improvement Specifications dated Octo r 0 / and to the satisfaction of the Spokane County Engineer; such improvements to be completed not later than August 30, 1991, unless said date be extended at the option of the Spokane County Engineer. Upon failure of the Principal to comply with the requirements stated herein within the time authorized, and upon delivery of the written notice thereof by Obligee to Surety, the Surety shall be obliged to the Obligee up to the penal sum of this Bond. The obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the requirements herein stated have been satisfied, in which event written release will be given by the Obligee, the Obligee having sole right to grant such release. SIGNED, SEALED AND DATED this FIRST day of APRIL, 1991. Helen M. Eller, President (Typed Name /Title) APR 0 1991 _________________J SPOMNE CO ENGINEER ELLER CORPORATION SAFECO INSURANCE COMPANY OF AMERICA Principal Surety g lib -0 By: Bond No. 5672337 Lois Stewart Attorney -in -Fart (Typed Name /Title) SAFECO KNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY _ SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 1148 No That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation, does each hereby appoint . RICHARD W. MERRILL; WM. DINNEEN; W.W. WELLER; LOIS STEWART; JoANNE DAVIS, Spokane, Washington its true and lawful attorney(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents ea�> nrcner ucveram / / S -974 R103/86 this 21st day of CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS .. the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business ... On any instrument making, or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity.of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect. the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." _ I, Boh A. Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation. � cpw PORA R 4 t � / � ` � �7' y this 1st day of Apr i 1 19 a1 R O � N tPl F SEAL 1953, OF riASHC EAT EA REX:EP/F.0 APR 01 1991 SPOPLRNE COUNTY ENGINEER June . W CANNON PNEANNI BCO A MOON. SIPA TAR 19 89 PRINTED IN USA. MAR 29 '91 15 :10 WASH MUTUAL SPO HLC Ca WAR {{ 2 '' :4 \, Mu uiDgton March 29, 1991 Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 RE: TUPPER & ASSOCIATES, INC. LOAN NO: 01- 832- 158603 -1 Dear Sir: Construction Finance 1201 'rhea Avenue Tale0L5ne oepanmant WMTm02 (208) 4814E.20 Seanle, WA 98101 RECEIVED APR 01 1991 SPOKANE COUNTY Ef <CItiEER P.2 F'.2%3 . Funds in the amount of $45,008 are being held in a non - interest bearing account in the name of Tupper & Associates, Inc., for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Ridgemont Estates No 4 - 3rd Addition in accordance with the drawings and specifications as submitted to and appro the unty of Spokane Engineer's Office on OstoS&r 1, No funds will be disbursed from this account without the prior written authorization of the Spokane County Engineer, This set aside of funds will not be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above -named improvements for maintenance by the County of Spokana aro not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to Washington Mutual Savings Bank. It is agreed that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve (12) months from the date of the forfeiture of funds. it is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against Tupper & Associates, Inc., named above. r� MAR 29 ''91 15 :11 WRSH MUTURL SPO HLC It is specifically understood and agreed by the parties, that in holding funds for this development, Washington Mutual Savings Bank is not serving as guarantor for any additional costa incurred by the County of Spokane in the completion and acceptance of the above -named improvements. ACCEPTED AND APPROVED this day of , 1991 TUPPER & ASSOCIATES, INC. By:�� By: By: th J. Tuppe Kenn haron L. •pper OFFICE OF THE SPOKANE COUNTY ENGINEER Ronald C. Hormann, P.E. P.3 WASHfrGTO ,J SAVINGS By De 4,42 neon, V.P. I I % Washington March 29, 1991 Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 RE: TUPPER & ASSOCIATES, INC. LOAN NO: 01 -832- 158603 -1 Dear Sir: Construction Finance 1201 Third Avenue Telephone: Department WMTU702 (206) 461-6500 Seattle, WA 98101 Funds in the amount of $45,008 are being held in a non - interest bearing account in the name of Tupper & Associates, Inc., for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Ridgemont Estates No 4 - 3rd Addition in accordance with the drawings and specifications as submitted to and approved by t eCounty of Spokane Engineer's Office on October -1-, No funds will be disbursed from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above -named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to Washington Mutual Savings Bank. It is agreed that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve (12) months from the date of the forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against Tupper & Associates, Inc., named above. G l Group It is specifically understood and agreed by the parties, that in holding funds for this development, Washington Mutual Savings Bank is not serving as guarantor for any additional costs incurred by the County of Spokane in the completion and acceptance of the above -named improvements. ACCEPTED AND APPROVED this day of , 1991 TUPPER & ASSOCIATES, INC. WASH By: By Kenneth J. Tupper, Pres. Dean Jo'nson, V.P. By: OFFICE OF THE SPOKANE COUNTY ENGINEER By: Sharon L. Tupper Ronald C. Hormann, P.E. Group UAL SAVINGS March 29, 1991 Mr. Ronald Hormann Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Dear Mr. Hormann: It is mutually agreed that funds for work completed will be released in the following order: 1. Work completed by the funds set aside by Washington Mutual. 2. Eller Corporation's bond for the sewer improvements. 3. Eller Corporation's bond for the drainage work. Thank you for your attention to this matter. Kenneth J. Tupper Tupper & Associates Charles Eller, Date Eller Corporation Date APR D 1 1991 I SP'OONE CUUr'17Y ENGINEER Ridgemcnt Estates No" 4 3rd DRAINAGE ITEMS 1) Dr %well - Type-A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Gackfill For DW 7) Concrete Inlet ,8) C.M. Pipe 10" Dia. 9) .C:M. Pipe 12" Dia, 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation . .5) Sod 1NON STANDARD DRAINAGE ITEMS , 16) Monuments 17) Barricade 18) Street Signs 'OND ESTIMATE GRADING, SURFACING, CURB, 'AND SIDEWALK 19) Rough Grade 20) Top Course • 21) Base Courte 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON-STANDARD ROAD ITEMS NAME rbt UNITS EA EA - 'EA EA EA CY .EA LF. LF LF LF EA EA CY SF DRAINAGE SUBTOTAL . EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD GRADING AND SURFACING 44008"65 GRAND TOTAL 9UANITY PRICE 3 1250.00 2 1465.00 5 325.00 330.00 320.00 14.70 575.00 18"00 24�60 29.06 24.00 1435.00 300"00 110 8.65 2966 0.50 1229.7 614.8 420.1 14O],6 5 140.00 32^00, 2 75.00 � ,r����D � � / DATE 14-Feb-91 COST 3750.00 2930.00 1625.00 0.00 0.00 0,00 0.00 0.0n V.00 0^00 0.00 0.00 0.00 951.50 1483.00 ()�00 (}.0o 0.00 0"0u V 0.00 10739.50 ' 700"00 0.00 150.00 850.00 8.65 10636.91 10�60 6516.88 10.60 0.00 42.65 17917.27 6.00 8937.60 7.90 0.00 6.90 0.00 . . 14.75 ' 0.00 55,598.15 Pl : `et. STREET QUANTITIES PROJECT NO.- PE1423B DESIGNER- J SIMS PROJECT DESCRIPTION- Ridgemont Estates No 4 3rd STREET # 1 NAME- TIMBERLANE DRIVE LENGTH- 405.24 FT. WIDTH- 36.00 FT. BEGINNING STATION = 456.12 ENDING STATION = 861.36 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 25.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM SURFACE AREA- 16648.57 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. ITEM SURFACE AREA- 6796.08 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. DATE- 2/11/91 MERSUREMENT QUANTITY 616.6 C.Y. 308.3 C.Y. 0.0 C.Y. 210.7 TONS PROPOSED 789.9 FT. STREET # 2 NAME- 22ND CT WEST LENGTH- 97.32 FT. WIDTH- 36.00 FT. BEGINNING STATION = 500.00 ENDING STATION = 597.32 TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 5K 0.00 RAD 25.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 RADII = 25.00 MERSUREMENT QUANTITY 251.7 C.Y. 125.9 C.Y. 0.0 C.Y. 86.0 TONS PROPOSED 266.8 FT. STREET # 3 NAME- 22ND CT EAST LENGTH- 175.00 FT. WIDTH- 36.00 FT. BEGINNING STATION = 325.00 ENDING STATION = 500.00 TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- 9756.22 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. TOTALS MERSUREMENT QUANTITY 361.3 C.Y. 180.7 C.Y. 0.0 C.Y. 123.5 TONS PROPOSED 432.9 FT. OFFICE OF Ti IE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer DATE: TO: ATTENTION: CITY/STATE: FAX NUMBER: FROM: COUNTY FAX NO.: N. N I 1 col lers,m A DIVISION OF TIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director FACSIMILE COVER SHEET ECA !x, L>i c(Lje Cc teAr 9 2E5 4 2_no . NUMBER OF PAGES (INCLUDING COVER SHEET): t v - i v -. S (509) 456 -4715 Z MFSSAGE/SPECIAL INSTRUCTION: n t �' 4 ! R < r r y O r r9- T.t.r/' c�t� p-a� k_ Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. Spokane. WA `T42o0 -0 ISO 15OM .I5o -3D00 FAX (500) .150-1715 S i 0 IC A N E - sna ne x C O U N T Y A DIVISION OF TTIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director OITmCE OF Ti IE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer DATE: TO: ATTENTION: CITY/STATE: FAX NUMBER: FROM: COUNTY FAX NO.: MFSSAGE/SPECIAL INSTRUCTION: N. 81 I lel l erson FACSIMILE COVER SHEET his wp ,o.pr 1U 5 - Cc- 9 ) -. ¢ zS-a NUMBER OF PAGFS (INCLUDING COVER SHEET): (509) 456 -4715 i c c/ Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. Spokane. WA 00) 00 -0180 1 50 0 1 . -3000 FAX (50 450-1715 SPOKANE COUNTY COURT NOUS( Thank You. sam Enclosure Kettnizanig MEMORANDUM I[} Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No. 1 Vera Water and Power FROM: Tim Lawhead, Planner I1 C DATE: October 8, 1990 SUBJECT: Review of Final Plat PE- 1423 -82 RIDGEMONT ESTATES 4 - 3rd ADDITION Enclosed find copies of the above referenced final plat. Please review and forward any comments by October 22, 1990. If you have any questions you may contact Tim Lawhead at 456 -2205. Please direct your review comments to Tim Lawhead. PLANNING DEPARTMENT ( lErrikr BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 4 56 -2205 SPOKANE, WASHINGTON 99260 RECEIVZa OCT 8 1990 4 Eioeerillg c: Sullivan South Enterprises c/o Ken Tupper, 12929 E. Sprague, Spokane, WA 99216 Charles E. Simpson, 909 N Argonne Rd, Spokane, WA 99212 SPOKANE COUNTY COl■T HOUSE RE: Gentlemen: GSN287:sla Attachment Thank, you. COUNTY ENGINEER Ronald C. Honnann, P.E. COUNTY ENGINEER Si'csisea ,R;t 1) /1Weer ON 99260 Date: 9 - - ` 0 r &s- I Nd , — 3 A Owl A review of the road, drainage, and parking plans for the above- refer- enced plat, short plat, binding site plan, and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Gary S. Nelson, P.E. Planning Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: 6Ag`/ 5. WEL SON pa. sepfr:frore COQ,rrl CNG( NEE 'g5 y SUBJECT: f'I PGEMOKT ESTAT ES Na. 4 3 E 'e A PD( T Gant DATE: 51i 90 Ali cu*ed - c - ILW y Wr reviP QN2 privt +S' of +ke_ re4 Strad' (MA dr'0.1vnasc PIahS. r-,w. 41 - 0 — —4 " _ t 7 .JOLLJ ° N � /J tAV L...■_ A.S.L US /NI AL sa ateLa �N ( / � f _ . I CL.,,sENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 Signed FROM DIST NOR'_ EAST TO PE14238 BLOCK 2 SIDELINE 10/08/90 AUTO INVERSE ***** START 1297.48423 1517.55732 7 7 INV S 88 33 20.0 E 126.4400 1294.29698 1643.95714 8 8 INV S 0 39 38.0 W 187.3700 1106.93943 1641.79702 9 9 INV S 23 28 54.0 W 80.7300 1032.89487 1609.62970 10 10 INV S 67 45 35.0 W 77^3700 1003°61098 1538.01566 11 11 INV S 85 04 03.0 W 83,8800 996.39880 1454.44630 12 12 INV N 89 32 42.0 W 208"4000 998.05374 1246.05287 26 RADIAL N 77 07 50.0 W DELTA 14 47 28.0 RT RADIUS 710"0000 TAN 92,1569 L-ARC 183.2890 RADIAL N 62 20 22.0 W RP 839.91527 1938.21775 27 26 CHORD N 20 15 54.0 E 182.7805 1169.52027 1309.36122 28 TAN@PT N 27 39 38.0 E 28 INV N 27 39 38.0 E 40"0000 1204.94881 1327.93051 29 RADIAL N 62 20 22.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L-ARC 31.4159 RADIAL N 27 39 38.0 'E RP 1195.66416 1345.64478 30 29 CHORD N 72 39 38"0 E 28.2843 1213.37843 1354.92943 31 TAN@PT S 62 20 22.0 E 31 INV S 62 20 22"0 E 78.7700 1176.81084 1424°69707 32 RADIAL N 27 39 38.0 E DELTA 52 01 13.0 RT RADIUS 15.0000 TAN 7.3193 L-ARC 13.6189 RADIAL N 79 40 51.0 E RP 1163.52514 1417.73359 33 32 CHORD S 36 19 45.5 E 13.1559 1166.21211 1432.49097 34 TAN@PT G 10 19 09.0 E RADIAL S 79 40 51.0 W DELTA 284 02 26.0 LT RADIUS 50"0000 TAN 39"0358 L-ARC 247.8721 RADIAL N 24 21 35°0 W RP 1175.16868 1481.68222 35 34 CHORD N 27 39 38.0 E 61.5383 1220"71737 1461"05902 36 TAN@PT S 65 38 25.0 W RADIAL S 24 21 35.0 E DELTA 52 01 13.0 RT RADIUS 15.0000 TAN 7.3193 L.-ARC 13.6189 RADIAL S 27 39 38.0 W RP 1234,38198 1454.87206 37 36 CHORD N 88 20 58.5 W 13.1559 1221.09628 1447.90857 38 TAN@PT N 62 20 22.0 W 38 INV N 62 20 22.0 W • 78.7700 1257.66386 1378.14092 39 RADIAL S 27 39 38.0 W DELTA 90 00 00.0 RT RADIUS 20^0000 TAN 20.0000 L-ARC - 31,4159_ - RADIAL N 62 20 22"0 W RP 1275.37813 1387.42557 40 39 CHORD N 17 20 22.0 W 28.2843 1284.66278 1369"71130 41 TAN@PT N 27 39 38.0 E 41 INV N 27 39 38.0 E 80"0000 1355.51985 1406.84989 42 42 INV S 62 20 22.0 E 125.0000 1297"49080 1517.56407 43 LAT & DEP -0"00657 -0"00675 43 HCLOSE S 45 47 11.8 W 0.0094 1297.48423 1517.55732 7 PREC = 1 TO 179125 Area = 88600.73 sq ft 2.03399 ac FROM ANGL DIST NOW EAST TO P'E1423B FLAT BOUNDARY 10/08/90 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 39 38.0 E 300.0000 1299.98006 1003.45858 2 2 INV S 89 32 42.0 E 175.9700 1298.58266 1179.42304 3 3 INV N 27 39 38.0 E 100.0000 1387.15400 1225.84628 4 4 INV S 62 20 22.0 E 125.0000 1329.12495 1336.56045 5 5 INV N 27 39 38.0 E 56.0000 1378.72490 1362.55747 6 6 INV S 62 20 22.0 E 175.0000 1297.48423 1517.55732 7 7 INV S 88 33 20.0 E 126.4400 1294.29698 1643.95714 8 8 INV S 0 39 38.0 W 187.3700 1106.93943 1641.79702 9 9 INV S 23 28 54.0 W 80.7300 1032.89487 1609.62970 10 10 INV S 67 45 35.0 W 77.3700 1003.61098 1538.01566 11 11 INV S 85 04 03.0 W 83.8800 996.39880 1454.44630 12 12 INV N 89 32 42.0 W 454.4600 1000.00775 1000.00063 13 LAT & DEP - 0.00775 - 0.00063 13 HCLOSE S 4 38 05.8 W / 0.0078 1000.00000 1000.00000 1 PREC = 1 TO 249899 Area = 204584.01 sq ft 4.69660 ac FROM ANGL DIST NOW EAST TO PE14238 BLOCK 1 SIDELINE 10/08/90 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 39 38.0 E 300.0000 1299.98006 1003.45858 2 2 INV S 89 32 42.0 E 175.9700 1298.58266 1179.42304 3 3 INV N 27 39 38.0 E 100.0000 1387.15400 1225.84628 4 4 INV S 62 20 22.0 E 125.0000 1329.12495 1336.56045 5 5 INV S 27 39 38.0 W 154.0000 1192.72508 1265.06866 14 RADIAL N 62 20 22.0 W DELTA 2 38 43.0 LT RADIUS 760.0000 TAN 17.5473 L -RRC 35.0883 RADIAL N 64 59 05.0 W RP 839.90846 1938.21087 15 14 CHORD S 26 20 16.5 W 35.0852 1161.28199 1249.50262 16 TRN @PT S 25 00 55.0 W RADIAL S 64 59 05.0 E DELTA 136 41 15.0 RT RADIUS 20.0000 TAN 50.3697 L -ARC 47.7129 RADIAL S 71 42 10.0 W RP 1169.73919 1231.37872 17 16 CHORD N 86 38 27.5 W 37.1766 1163.46026 1212.38991 18 TRN @PT N 18 17 50.0 W RRDIRL N 71 42 10.0 E DELTA 279 59 31.0 LT RADIUS 50.0000 TAN 41.9610 L -ARC 244.3391 RADIAL S 28 17 21.0 E RP 1147.76294 1164.91787 19 18 CHORD S 21 42 24.5 W 64.2841 1103.73459 1188.61396 20 TAN @PT N 61 42 39.0 E RRDIRL N 28 17 21.0 W DELTA 136 41 15.0 RT RADIUS 20.0000 TAN 50.3697 L -ARC 47.7129 RRDIRL S 71 36 06.0 E RP 1086.12325 1198.09239 21 20 CHORD S 49 56 43.5 E 37.1766 1079.81082 1217.07010 22 TAN @PT S 18 23 54.0 W RRDIRL N 71 36 06.0 W DELTA 6 21 27.0 LT RADIUS 760.0000 TAN 42.2079 L -ARC 84.3291 RADIAL N 77 57 33.0 W RP 839.93853 1938.22284 23 22 CHORD S 15 13 10.5 W 84.2858 998.48117 1194.94347 24 TAN @PT S 12 02 27.0 W 24 INV N B9 32 42.0 W 194.9400 1000.02922 1000.00961 25 LAT & DEP - 0.02922 - 0.00961 25 HCLOSE S 18 12 35.2 W 0.0308 1000.00000 1000.00000 1 PREC = 1 TO 49052 Area = 73298.54 sq ft 1.68270 ac FROM ANGLI;rz,. DIST NOR" EAST TO 1 PE14238 BLOCK 1 SIDELINE 10/08/90 �J Z% 12 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 39 38.0 E 300.0000 1299.98006 1003.45858 2 2 INV S 89 32 42.0 E 175.9700 1298.58266 1179.42304 3 3 INV N 27 39 38.0 E 100.0000 1387.15400 1225.84628 4 4 INV S 62 20 22.0 E 125.0000 1329.12495 1336.56045 5 5 INV S 27 39 38.0 W 154.0000 1192.72508 1265.06866 14 RADIAL N 62 20 22.0 W DELTA 2 38 42.0 LT RADIUS 760. 0000 TAN 17.5454 L -ARC 35.0846 RADIAL N 64 59 04.0 W RP 839.90846 1938.21087 15 14 CHORD S 26 20 17.0 W 35.0815 1161.28533 1249.50418 16 TAN @PT S 25 00 56.0 W RADIAL S 64 59 04.0 E DELTA 136 41 14.0 RT RADIUS 20.0000 TAN 50.3693 L -ARC 47.7128 RADIAL S 71 42 10.0 W RP 1169.74262 1231.38032 17 16 CHORD N 86 38 27.0 W 37.1765 1163.46369 1212.39151 18 TAN @PT N 18 17 50.0 W RADIAL N 71 42 10.0 E DELTA 279 59 22.0 LT - RADIUS 50.0000 TAN 41.9628 L -ARC 244.3369 RADIAL S 28 17 12.0 E RP 1147.76637 1164.91947 19 18 CHORD S 21 42 29.0 W 64.2858 1103.73698 1188.61364 20 TAN @PT N 61 42 48.0 E RADIAL N 28 17 12.0 W DELTA 136 41 14.0 RT RADIUS 20.0000 TAN 50.3693 L - ARC 47.7128 RADIAL S 71 35 58.0 E RP 1086.12523 1198.09130 21 20 CHORD S 49 56 35.0 E 37.1765 1079.81207 1217.06876 22 TRN @PT S 18 24 02.0 W RADIAL N 71 35 58.0 W DELTA 6 21 35.0 LT RADIUS 760.0000 TAN 42.2226 L -ARC 84.3586 RADIAL N 77 57 33.0 W RP 839.91180 1938.21220 23 22 CHORD S 15 13 14.5 W 84.3153 998.45445 1194.93283 24 TRN @PT S 12 02 27.0 W 24 INV N 89 32 42.0 W 194.9400 1000.00250 999.99897 25 25 LAT & DEP - 0.00250 0.00103 HCLOSE S 22 19 04.8 E 0.0027 1000.00000 1000.00000 1 PREC = 1 TO 558912 Area = 73303.41 sq ft 1.68281 ac FROM ANGL DIST NOR' EAST TO PE1423B CENTERLINE TIMBERLANE DRIVE 10/08/90 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 39 38.0 E 300.0000 1299.98006 1003.45858 2 INV S 89 32 42.0 E 175.9700 1298.58266 1179.42304 3 3 INV N 27 39 38.0 E 100.0000 1387.15400 1225.84628 4 4 INV S 62 20 22.0 E 125.0000 1329.12495 1336.56045 5 5 INV N 27 39 38.0 E 56.0000 1378.72490 1362.55747 6 6 INV 8 62 20 22.0 E 25. 1367.11909 1384.70030 44 44 INV S 27 39 38.0 W 125.0000 1256.40491 1326.67125 45 45 INV S 27 39 38.0 W 85.0000 1181.11927 1287.21150 46 RADIAL N 62 20 22.0 W DELTA 15 13 11.0 LT RADIUS 735.0000 TAN 98. 1987 L -ARC 195.2412 RADIAL N 77 33 33.0 W RP 839.90846 1938.21087 47 46 CHORD S 20 03 02.5 W 194.6677 998.25048 1220.46941 48 TANCdPT S 12 26 27.0 W 48 INV N 89 32 42.0 W 220.4800 1000.00135 999.99636 49 LAT & DEP - 0.00135 0.00364 49 HCLOSE S 69 39 22.9 E 0.0039 1000.00000 1000.00000 1 PREC = 1 TO 362910 Area = 92850.92 sq ft 2.13156 ac FROM ANGLE DIST NORTH EAST TO 22ND COURT EAST CENTERLINE AUTO INVERSE * * * ** START 1256.40491 1326.67125 45 45 INV S 62 20 22.0 E 175.0000 1175.16424 1481.67110 50 LAT & DEP 0.00443 0.01112 50 HCLOSE N 68 15 28.5 E 0.0120 1175.16868 1481.68222 35 PREC = 1 TO 14618 No Area FROM ANGLE DIST NORTH EAST TO 22ND COURT WEST CENTERLINE AUTO INVERSE * * * ** START 1181.11927 1287.21150 46 RADIAL N 62 20 22.0 W DELTA 5 57 09.0 LT RADIUS 735.0000 TAN 38.2142 L -ARC 76.3597 RADIAL N 68 17 31.0 W RP 839.90846 1938.21087 47 46 CHORD S 24 41 03.5 W 76.3253 1111.76834 1255.33665 51 TANCdPT S 21 42 29.0 W 51 INV N 68 17 31.0 W 97.3200 1147.76480 1164.91853 52 LAT & DEP 0.00156 0.00095 52 HCLOSE N 31 11 45.7 E 0.0018 1147.76637 1164.91947 19 PREC = 1 TO 95108 No Area STAR TUPPER REALTORS E. 12929 SPRAGUE ATTN: KEN TUPPER cc: Spokane County Engineering cc: Spokane County Planning cc: Simpson Engineering The following matters affect the property covered by this order: X No Changes X There has been no change in the title to the property covered by this order since July 20, 1990, EXCEPT the matters noted hereinabove. Dated as of January 7, 1991 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY wdl SUPPLEMENTAL TITLE COMMITMENT NUMBER 1 Transamerica No.: GD- 152577 Customer No. Certificate for Filing Proposed: RIDGEMONT ESTATES 4 -3RD ADDITION s /4,a �lil Doddridye) Title Officer 0 1 Prepared for: STAR TUPPER REALTORS E. 12929 SPRAGUE ATTN: KEN TUPPER TRANSAMERICA TITLE INSURANCE COMPANY 720 North Argonne Road, Suite T Spokane, WA 99212 (509) 922 -2222 Transamerica No.: Customer No. • Certificate for Filing Proposed: RIDGEMONT ESTATES 4 -3RD ADDITION SUPPLEMENTAL TITLE COMMITMENT NUMBER 2 ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. S C H E D U L E "A ": X The vesting is changed as follows: SULLIVAN SOUTH ENTERPRISES, a Washington General Partnership, as to a portion of said Legal Description; and TUPPER & ASSOCIATES, INC., as to the remainder. (continued) GD- 152577 X The legal description is changed as follows: Order No.: Page No.: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the Northeast corner of Lot 4 in Block 3 of RIDGEMONT ESTATES NO. 4 -1ST ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said RIDGEMONT ESTATES NO. 4 -1ST ADDITION, South 67 °45'35" West a distance of 77.37 feet; thence South 85 °04'03" West a distance of 83.88 feet; thence North 89 °32'42" West a distance of 374.46 feet; thence North 89 °32'42" West a distance of 80.00 feet; thence North 00 °39'38" East a distance of 300.00 feet; thence South 89 °32'42" East a distance of 175.97 feet thence North 27 °39'38" East a distance of 100.00 feet; thence South 62 °20'22" East a distance of 125.00 feet; thence North 27 °39'38" East a distance of 56.00 feet; thence South 62 °20'22" East a distance of 175.00 feet; thence South 88 °33'20" East a distance of 126.44 feet to a point on the West line of Block 1 of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 71, in Spokane County, Washington; thence the next two courses along said West line of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, South 00 °39'38" West a distance of 187.37 feet; thence South 23 °28'54" West a distance of 80.73 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. S C H E D U L E "B ": X (X Paragraph /.Note) No. 5 of the preliminary commitment is deleted. X Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re- examined. Dated as of March 29, 1991 at 8:00 A.M. wdl By G %/G' J Gil DoddricJe(%�, Title Officer GD- 152577 2 TRANSAMERICA TITLE INSURANCE COMPANY " Prepared for STAR TUPPER REALTORS E. 12929 SPRAGUE ATTN: KEN TUPPER TRANSAMERICA TITLE INSURANCE COMPANY 720 North Argonne Road, Suite T Spokane, WA 99212 (509) 922 -2222 Transamerica No.: Customer No. Certificate for Filing Proposed: RIDGEMONT ESTATES 4 -3RD ADDITION SUPPLEMENTAL TITLE COMMITMENT NUMBER 2 ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. S C H E D U L E "A ": GD- 152577 X The vesting is changed as follows: SULLIVAN SOUTH ENTERPRISES, a Washington General Partnership, as to a portion of said Legal Description; and TUPPER & ASSOCIATES, INC., as to the remainder. (continued) c .4% Situate in the County of Spokane, State of Washington. Order No.: GD- 152577 Page No.: 2 X The legal description is changed as follows: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the Northeast corner of Lot 4 in Block 3 of RIDGEMONT ESTATES NO. 4 -1ST ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said RIDGEMONT ESTATES NO. 4 -1ST ADDITION, South 67 °45'35" West a distance of 77.37.feet; thence south 85 °04'03" West a distance of 83.88 feet; thence North 89 °32'42" West a distance of 374..46 .._. feet; thence_ 11; ., , 89 °32'42" West a distance of 80.00 feet; thence North 00 °39'38" East a distance of 300.00 feet; thence South 89 °32'42" East a distance of 175.97 feet thence North 27 °39'38" East a distance of 100.00 feet; thence South 62 °20'22" East a distance of 125.00 feet; thence North 27'39'38" East a distance. of 56.00 feet; thence South 62 °20'22" East a distance of 175.00 feet; thence South 88 °33'20" East a'distance of 126.44 feet to a point on the West line of Block 1 of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 21, in Spokane County, Washington; thence the next two courses along said West line of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, South 00 °39'38" West a distance of 187.37 feet; thence South 23 °28'54" West a distance of 80.73 feet to the Point of Beginning; S C H E D U L E "B ": X (X Paragraph/ Note) No. 5 of the preliminary commitment is deleted. X Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re- examined. Dated as of March 29, 1991 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY wdl By 64/ 6 Gil Doddrid e, Title Officer Prepared For: Star Tupper Realtors E. 12929 Sprague Attn: Ken Tupper CC: Spokane County Engineering CC: Spokane County Planning CC: Simpson Engineering Effective Date: July 20, 1990 at 8:00 a.m. As hereinafter attached. TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Order No.: GD- 152577M Certificate for Filing Proposed: RIDGEMONT ESTATES 4 -3RD ADDITION PLAT CERTIFICATE Charge: Tax: Total: 5125.00 9.75 8134.75 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane Count 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: (continued) RECEIVED AUG 1 5 1990 SPOKANE COUNTY ENGINEER LEGAL DESCRIPTION: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the Northeast corner of Lot 4 in Block 3 of RIDGEMONT ESTATES NO. 4 -1ST ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said RIDGEMONT ESTATES NO. 4 -1ST ADDITION, South 67 °45'35" West a distance of 77.37 feet; thence South 85 °04'03" West a distance of 83.88 feet; thence North 89 °32'42" West a distance of 374.46 feet; thence North 89 °32'42" West a distance of 80.00 feet; thence North 00 °39'38" East a distance of 300.00 feet; thence South 89 °32'42" East a distance of 175.97 feet thence North 27 °39'38" East a distance of 100.00 feet; thence South 62 °20'22" East a distance of 125.00 feet; thence North 27 °39'38" East a distance of 56.00 feet; thence South 62 °20'22" East a distance of 175.00 feet; thence South 88 °33'20" East a distance of 126.44 feet to a point on the West line of Block 1 of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, as per plat thereof recorded in Volume of Plats, page, in Spokane County, Washington; thence the next two courses along said West line of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, South 00 °39'38" West a distance of 187.37 feet; thence South 23 °28'54" West a distance of 80.73 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. (continued) Order No.GD- 152577M Page No. 2 VESTED IN: ALFONS B. RENZ and HILDA E. RENZ, husband and wife, as to that portion lying within the southwest Quarter of the Northwest Quarter; and in ALFONS B. RENZ and HILDA E. RENZ, husband and wife and their assigns, as shown under Real Estate Contract recorded January 28, 1982 under Recording No. 8201280204, shown as Paragraph No. 5 herein, as to the remainder. EXCEPTIONS: 1. 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 45255.9054 45255.9058 2 Assessment for Road Improvement District No. 37, in the amount of $824.25 plus interest at 8 %. The next installment is due on April 13, 1991, in the amount of $824.25 plus interest. Affects Parcel No. 45255.9054. 3. Assessment for Road Improvement District No. 38, paid in full. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: 1990 $4,640.36 1990 $4,463.57 Alfons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. (continued) $4,640.36 $4,463.21 Order No.GD- 152577M Page No. 3 $00.00 $00.00 MEMORANDUM OF CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Purchaser's interest assigned to 'Spokane County, a political subdivision of the State of Washington, by instrument recorded June 13, 1983 under Recording No. 8306130249. Affects the West 42.5 feet of the North 604.18 feet of the NW1 /4 of NW1 /4 of said Sec. 25. Seller's interest in said Contract has been assigned as follows: a. Seller's interest of Alfons B. Renz and Hilda E. Renz, husband and wife, assigned to: Seller /Assignee Grantors: Alfons B. Renz and Hilda E. Renz, husband and wife Grantees: Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustee, Evergreen Wholesale Lumber, Inc., Profit Sharing Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell & Associates, Inc., a Washington corporation Fern B. Klaus, .a single person Tony Higley, a married man dealing in his sole and separate property (continued) Order No.GD- 152577M Page No. 4 Alfons B. Renz and Hilda E. Renz, husband and wife Sullivan South Enterprises, a Washington partnership January 27, 1982 January 28, 1982 8201280204 Portion lying in SW1 /4 of NW1 /4, with other property Undivided interest 09.1050 11.3600 15.905% 09.090% 09.090% 09.090% 09.090% Seller /Assignee Undivided interest (cont) (cont) Douglas Coins, Inc., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust (continued) Order No.GD- 152577M Page No. 5 09.090% 09.090% 04.545% 04.5450 Total 100.000% By instrument recorded June 3, 1986, under Recording No. 8606030268. b. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982 by instrument recorded April 12, 1988, under Recording No. 8804120237. c. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded April 26, 1988 under Recording No. 8804260191. d. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded May 5, 1988, under Recording No. 8805050165. e. A portion of Seller's interest was assigned by James E. O'Connell & Associates, Inc., a Washington corporation, to Douglas Enterprises, Inc., a Washington corporation, by instrument recorded May 6, 1988, under Recording No. 8805060180. f. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc. to Delores L. Douglas by instrument recorded June 17, 1988 under Recording No. 8806170313. g. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc., to Jack R. Felgenhauer and Gloria E. Felgenhauer, by instrument recorded June 17, 1988, under Recording No. 8806170315. h. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, by instrument recorded September 9, 1988, under Recording No. 8809090164. i. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., a Washington corporation, to Fern B. Klaus, a single woman, by instrument recorded June 14, 1989, under Recording No. 8906140120. 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Spokane County, a political subdivision of the State of Washington AND: Sullivan South Enterprises, a Washington general partnership, and Alfons B. Renz and Hilda E. Renz, husband and wife DATED: RECORDED: RECORDING NO.: REGARDING: September 15, 1988 September 21, 1988 8809210088 Sewerage system 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Spokane County PURPOSE: Sewer facilities AREA AFFECTED: A portion of said land DATED: September 15, 1988 RECORDED: September 21, 1988 RECORDING NO.: 8809210092 (continued) Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210091 Order No.GD- 152577M Page No. 6 kc 9. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. , In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY By 7 Gil Do•dridg For Service n this order call: (509) 922 -2222 ENCLOSURES: Paragraph(s) 1 -8 Plat map Order No.GD- 152577M Page No. 7 NI. a l!O �• l � 'r 1 � l w RUUD SI CF C,- .,;j7r.,;5; 6=,2S 18d 11 4 I`0 ?h 'N sv,•n WO.niI tIL1 1:.. . Gr: .i•XY Y •- THIS INDEMNITY AGREEMENT made and entered into by and between Alphons B. Renz and Hilda E. Rena, husband and wife, residing at South 2909 Sullivan Road, 'ieradale, Washington 99137, hereinafter referred to as the "Indomnitors" and Spokane County, a political aubdlvision of the State of Washington, having offices for the transaction of business at Went 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Indemnitoe ", jointly hereinafter referred to along with the Indemnitora as tho "Parties ". Gin or '2111211 :115190 INDEMNITY AGREEMENT W I T N E S SETH : WHEREAS, the Board of County Commissioners of Spokane County has tho care of County property and the management of County funds; and WE'EREAS, the Board of County Commissioners of Spokane County pursuant to the Revised Code of Washington, Chapter 52.'_1 (Plats--Subdivisions--Dedications) in approving plats may roduire conditions therein for the health, safety, and welfare of the public; and WHEREAS, applicable departments within Spokane County have approved a drainage contrul cystem in conjunction with Renz subdivision, to be recorded as Ridgemont Estates, and designated as PE 963 by appropriate Ccunty departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Indemnitors hereinabove wore obtained; and WHEREAS, in conjunetica with easements granted by the indcanitors horelnabove, the parties hereto desire to execute an agreement releasing the indemnitee from any and all looses ,e H. ,. frprs" lm am gg- 0835 Page - 1 8809210088 ° "• 994 f:.6E 1133 YIt. W I T N E S S E T H: �rW -• F iL1 U I... L: Fx;5;rT-0 Su 21 9 21 AH'00 MITII.%H E.f0iii(12 minib t SPOKANE COUNTY SEWERAGE AGREEMENT:SP smice."'•'i1.M I:8 Lt ; I ' SAMPSON THIS AGREEMENT, made and entered into the /S`Gn day of , 1958, by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereafter referred as the "County ", and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, hav ng offices for the transaction of business at e i19 u 7 p^ q[ a..,- Spokane, Washington, 99.)/t., and ALFONS B. REN' AND IIILDA E. RENZ, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commis- sioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, pursuant to the provisions of Chapter 36.94 RCW, Spokane County has the ability to construct, operate, and maintain a system of sewerage within Spokane County consistent with the adopted Comprehensive Waste Water Management Plan; and WHEREAS, Owners are the legal owners of certain real estate located at the northeast corner of Sullivan Road and 24th Avenue, Spokane County, as more particularly described in Attachment "A ", attached hereto and incorporated by reference herein, and hereinafter referred to as the "Property "; and WHEREAS, Owners have made application for a preliminary plat of the Property, to bo known as Ridgemont Estates Fourth Addition, and arc desirous of subdividing the Property with the availability to connect to the County's general sewerage system; and WHEREAS, the County is desirous of extending a system of sewerage from Sullivan Road and 24th Avenue through the Property, to the Timbcrlano and Ridgemont Subdivisions, for the purpose of connecting said subdivisions to the County's general sewerage system; and WHEREAS, Owners are willing to provide the County with perpetual easements through the Property, in an alignment acceptable to Owners and the County Utilities Department, and with appropriate access thereto, in order to allow for installation of 8809210091 EASEMENTS FOR SEWER FACT I.i'19P.^ Of. 994 r,.c(1 '1'1111 GRANTOR(S), ALFONS B. RENT, and 11II.DA E. IIENZ, husband and wife, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the Statement of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A strip of land, said strip having a variable width, in that portion of the Southeast Quarter of the Northwest Quarter of S.ecion._25 T.__2 _N., R. 44 E.W.M., in Spokane County, Washington, lying westerly of " the - westerly boundary of the final plat of Ridgemont Estates, per final plat thereof recorded in Volume 12 of Plats, Page 36, in the Auditor's Office of said County; the centerline and widths of said strip being described as follows: Beginning at the West Quarter Corner of said Section; thence N.00 °39'38" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide easement strip; thence N. 83`34'48" E. a distance of 208.87 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide easement strip; thence 5. 89° 32' 42" E. a distance of 970.00 feet; thence N. 80° 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence S. 80° 33' 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a paint on the west line of Lot 14, Block 1 of RIDGEIIONT ESTATES, said point being the terminus point of this centerline description and a paint on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. EXCEPT County road right -of -way. TOGETHER WITHH a temporary construction easement over a strip of land 50.00 feet in width, the northerly margin of said 50.00 foot strip being the southerly margin of the above - described 20.00 and 30.00 foot wide easement. The easements granted to Spokane County are for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is expressly understood and agreed that Spokane County and /or its authorized agents shall have the right of ingress and egress to the property described hereinabove for the purpose of installing, operating, maintaining, altering and repairing such sewer system. Spokane County and /or its duly authorized agents at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the installation, operation, maintenance, altering and repair of such sewer system. The Grantor(s) reserve the right to use the strip for purposes which will not interfere with grantee's full enjoyment of the rights hereby granted, provided that grantor(s) shall not erect or construct any building or other structures, or diminish or substantially add to the ground cover on the easements. K. E Eama lar Eamnp, suit., laanl 1 . '1'1111 GRANTOR(S), SULLIVAN ::0111'11 ENTERPRISES, a Washington general partnership, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A strip of land, said strip having a variable width,in that portion of the Southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.W.M., in Spokane County, Washington, Ehe centerline 5nd - widths of said strip being described as follows: Beginning at the West Quarter Corner of said Section; thence N.00 "39'38" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet. to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide casement strip; thence N. 83 °34'48" E. a distance of 208.87 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide easement strip; thence 5. 89° 32' 42" E. a distance of 970.00 feet; thence N. 80° 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence S. 80" 33' 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a point on the west line of Lot 14, Block 1 of RIDGEMONT ESTATES, said point being the terminus point of Ehrs centerline description and a point on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. and 8809210092 EASEMENTS FOE SEWER FACILITIES EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in width, the northerly margin of said 50.00 foot strip being the southerly margin of the above- described 20.00 and 30.00 foot wide easement. A strip of land 30.00 feet in width in the Southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.W.M., in Spokane County, Washington, the centerline of said strip being described as follows: Beginning at the intersection of the centerline of 'twenty- Fourth Avenue and Timberlane Drive, per final plat of TIMBERLANE ADDITION., as recorded in Volume 8 of Plats, page 90, in the Spokane County Auditor's Office (from which point of beginning the centerline of 'twenty Fourth Avenue bears N. 89° 32' 42" W.); thence N. 00° 29' 59" W. a distance of 300.04 feet to the terminus of this centerline description. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction casement over a strip of land 50.00 feet in width, the easterly margin of said 50.00 foot strip being the westerly margin of the above - described 30.00 foot wide easement. i Lb.. ( . [am pau,,jFL 2 / IlJJ swkmm .....ay °I 994 1111(1156 II1. `7 ••4 for I'^cnnl nl: 1. L p of' Li; • r.::::1'„ fa;NE, Mc11KY. id1 Ll: P. & REIN, F, S. -g '•:As's,ing ton Tt 1:, r. Financial Center uns, Washington 99204 Attention: Edward F. Wroe F:Ei:ORANDUM OF REAL ESTATE CONTRACT _S HEREBY GIVEN that as of the J. day of g 1982, ALFOIIS 8. kENZ and IIILDA E. RE:12, husband and as "Seiler ", and SULLIVAN SOUTH ENTERPRISES, n Washington partnership, as "Purchaser ", have entered into a Real Estate Contract, pursuant to which the Seller has agreed to set 1 and transfer to the Purchaser and the Purchaser has agreed to buy f rom the Seller, upon the terms and 'conditions stated therein, that certain real property consisting of approximately 88 acres located between 16th and 24th Av oast of Sullivan Road, Spokane County, Washington (the "Property "), which Property is more fully rtes - rite: as follows: Rarg ^_! 1: The 541/4 of the 11'41/4 of Section 25, T. 25 FI., R. 44 E. W.14., in the County of Spokane, State of Washington, EXCEPT county road right -of -way. P et 2 The 1141/4 of the ;1'41/4 of Section 25, T. 25 R. 44 E.W.M„ in the County of Spokane, State of Washtngtcn, E.,CEPT county road right -of -•way. Parcel 3: The North 480.00 feet of the West 726.00 e the t of th IE1 /4 of the 441/4 of Section 25, T. 25 N., R 44 5 .'4X[., in the County of Spokane. State of • `.ing.on. EXCEPT the North 30.00 feet for county road right -of -way. - . terns of such Real Estate Contract are incorporated herein by this reference as though fully set forth. DATED this day of January, 1982. b:.iv 12bu2 580 rst 059 I d.cn UII nEcnllnlnl IICOUL ST Or It::l:'.':'n S.t lltil JLH 3 ..i �h4a:.uLI �Jdtpi S'li;lee= SULLI VAN SOUTH ENTERPRISES, a Washington partnership ' '7.7. 'C' a. !KENNETH J. TUPPE R, Managing Pait "Seller" ldt..T e. F.:_ew, "Purchal\e\ T. + }1 !, G - V '.,.L. � Tnna . , Ili 4.00 PIONFf H NAIIONAI 11110 INSUfANCf raid tot Record at IIMseas oI TO THE GRANTOR :1 1;111.:. l y 11„5 sr.'I ,, 14rv1C , n , Nar..oI's usl 1 11r U sin '•'' r 9Wir O: . County Fnv.tneel JUN 1 3 3 53 r ii 'IP WILLld' -. t. RUE '.31)1161) SPOKAIIE. C'JCRIT. IYASFC OEPUTY S N E L L xxx Reg Courthouse Statutory Warranty Deed ICOMPO,ATE IOrr41 Sullivan South Enterprises Ry F.�. �..g. f/I 11 114 I ': .1.1, 1 sr. wit netts Sul 1 %van IIonJ1'91f' 91:1' 1619 Faroe !/3 for and in consideration of One and no /100 - - - - is hand paid, conveys nd warrants to Spokane County, a pot it Seal subdivision of the State of Nash ing ton the following deathbed real estate, situated in the County of Washington: Iwo Lif Spokane ,State 0 The West 42.5 feet of the North 604.16 foot of the Northveat Quarter (Nij) of the Northwest Quarter (Hie -) of Section 25. Township 25 North. Ean5e 44 E.W.M. , in Spokane County, - Aaehxngtont LAL.bl ll' existing 1I ET of - Way. 'P<ie' undersigned hereby agrees to surrender posaeeaion of the lands herein conveyed, granted, transferred and /er released an this :':.f 31. 19 . tog. ten on g_ I tow j Nitelz <> tto- 273821 Sf'ik sy COUNTY Tow IN WITNESS 0.1tEREOF, Rid anaemia. has canned this Instrument to be masted by k poem aluss end Re serpents teal 'to be become meted this 31' s t &yet 1'.ry 1?.3 BY 'CA y ra•.. 1 Sk'A1E OF WASHINGTON, County d Spokane (arc. son this 57., 1 day nr ,?/ '7n y/ / j.'J , ttInre me, the undenlgned, I Notary Tablic in end On the Sn:g Washinw1nn, duly co m missiened end ,w0111. pen,melly appeared b ate 'known tobethea- -. O..'/r.1'rrdMnt find Sn'mnp', rerctivny, df Sull Senn South F• tcrprisee Ole 'corporation I inn that edr Utrd.t1 i n, 9, o r th e L o and acknowledged rpntetherein ,e se ei id Instrument to be the s Int and iroMnu3y ah and deed di did cotl"'ronnn,� ler4h use, end purp,ws thrrein men Unnd, and an rw staid that tlae. ethorind Yn'e'kndte 'foe d,ld runie4t and th,t thr sent minted Ls the m,p.mte teal of aid teu.,,e WYW4 te my h N and .4 'of wad h rat 44061 It .h1 day end .45) h,n e written. / W A eJ , I,fl, I end I 4 /✓ r JI II Jielle.. r4v Alne'dl al: 1 bGJ1 )10246 Piled for Record at the Regnant of, LUKINS b ANNIS, P.S. 1600 Washington 'Crust Financial Center Spokane, Washington 99204 (509) 455-9555 . b:llv.'+f i : Attn.: Ronald P. Douglas - - - -- SECLAN:c - Ok r -= t_,t,r va= 1 0&31 I 306 _='== __.e = == == __ DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONT ?ACT (AND GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) THE GRANTORS, ALFONS B. RENZ and HILDA E. RENZ, husband and wife, for value received, hereby convey and warrant to the Grantees described herein, the indicated undivided interests in the following - described real estate situate in the County of Spokane, State of Wash- ington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M. ; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M..; [`r. 820 F . :1 1(G7 I'f ' f [ 1 ID.;H5AMLN_G1. INC. • J!Jx 3 4 sF;l EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; and do hereby assign, transfer, and set over to the Grantees the cor- responding undivided interests in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between the Grantors hereun- der, as "Seller," and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantees hereby assume no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. Following recordation of this instrument, the undivided interests in the Seller's interest in the Contract and in the Property shall he as follows: Seller /Assignee Undivided Interest Grantors; Alfons B. Renz and Hilda E. Renz, husband and wife 09.10Si • PI lud loll 1.6 .1 '1 Lh Roqunn Llll(INK 1. ANN1f:, P.S. 161)11 Wn:hi ug tun'I'rust. Pin:mein] Center Spokane, Washington 99204 (509) 455-9555 Attn: Ronald P. Dou 8604121)237 nrN ,1�•: DENT) AND SELLER'S PARTIAL, ASSIGNMENT OF REAL ESTATE CONTRACT The CIiANT'ORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICIIARD W. McEACHRAN and BRUCE A. MCEACIIRAN, co- trustees of the Robert W. Mcsnchran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.N.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, 'Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.N. : EXCEPT 14th Avenue; 8• 11711H1 4L1ILA 11110 nth le 3 1 17 NI All situate in the County of Spokane, State of Washington; Excise tax /)253713 and does hereby assign, transfer, and sot over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract"), between Alfons 0. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Decd, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Ilundred 'Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through April 10, 1988. Excise To. Paid oR 8800003821 rata AM. 7.[. "SKr CI1IL0[RG Ipe� l, C�o Tr.a. Fllc.l fur Ib,cunl at thn Ite,lucol: oft LUKIIIS 6 AUNTS, P.S. 1600 Washington 'Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas 881)4260191 «k 964 17.61 750 HnouC,lor Are 16 1 1 41 AM '86 WILLIAM O ( NAIHUE bPCAAN DM Y. WA/H1 SPi L. I.. DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DUIIGI.AS COINS, 1NC., for value received, hereby conveys and warrants to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: / The Southwest quarter of the Northwest quarter of 1 9 Section 25, Township 25 North, Range 44 E.N.M., / EXCLT 24th Avenue and Sullivan Road; PARCEL CEI. 2: /9 The Northwest quarter of the Northwest quarter of Seoilan_ Township 25 North, Range 44 EJOUPT 16th Avenue and Sullivan Road; lt/ . _.. . _..... PARCEL. 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Egy')ghii 25 North, Range (XT 16th Avenue; Al-l in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Benz and Hilda E. RCM:, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -Seven Thousand Four Hundred Thirty -three and 62/100 Dollars (5327,433.62), and that interest has been paid through March 10, 1988. Excise Tax Paid 6/13/86, Receipt No. 05881 E kn■tt, ��2. La.mp1 Dos Ce- w -/tj‘ 1194P Seek.,. Cony Tress. ;r -Wiled for Record at t'.h,, Request of: Attn: Ronald P. Douglas 8805050165 LUKINS 6 ANNIS, P.)). 1600 Washington 'Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Excise Tax Paid 6 /13/86, Receipt No. 05881 hiCi uiQji M V1,11t29 REI. 01:1.1 OF HAY 5 11 04 Alf 'BC WILLIAM 1'. DONAHO E -- ACOilto I$POOANC COUNTY. WASH .01 FIIT'i. S tWI L L • Y(L p.. , v 906 eta 747 DEED AND SELLERS PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, DOUGLAS COINS, INC., for value received hereby conveys and warrants'to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PeIRCGL 1 �i The Southwest quarter of the Northwest quarter of ± S�ection 25, Township 25 North, Range 44 E.W.M.: r r.XC1 4.th Avenue and Sullivan Road; ARCEL The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; aXC'I'T 16th Avenue; All situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Wash ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, up completion of Purchaser's performance thereunder, upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereof, is Three Hundred Twent y-fiv e and Four Hundred Forty and 01 /100 Dollars (5325, that interest has been paid through April 10, 1988. A. E Wise Tax Laompt Pas ia� y 79 "' 57y Tress. The GRANTOR, JAMES F. O'CONNELL E ASSOCIATES, INC., a Washington corporation, for value received hereby conveys and warrants to DOUGLAS ENTERPRISES, INC., a Washington corporation, an undivided .0909 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: i cir 6605060160 I'1. lcd for Record at Request of I4nnal1 1'. Douglas LONINS M1 ANNIS, P.S. 16011 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT PARCEL 1: The Southwest quarter of the Northwest quarter of f S otioq tbwmfrrp 25 Nostl>.,_Ran9L49 C._W.:1.; EX C. 24th Avenue and Sullivan Road; 1 PARCEL 2: The Northwest quarter of the Northwest quarter of / \ S 25, Township 25 North, Range 44 E.W.M.; .XCEPT/16th Avenue and Sullivan Road; PARCEL 3: 1\ The North 480 feet of the West 726 feet of the ,\J Northeast quarter of the Northwest quarter of actao • n 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -three Thousand Four Hundred Twenty -two and 01/100 Dollars (5323,422.01), and that interest has been paid through May 10, 1980. Excise Tax Paid 6/13/86, Receipt No. 05801 I:. a1JJ3 ......t1 UhHBU(bF'x ?a C F01 ?F _ MAr 6 121cPM'06 WILLIAH 1', oido !'aC numr S COUR Ly. WASH.; 6, its 10!AIi9. S IQ F Ll. R. L ( facir lox tamp *dune C,J`!y Iran. Filed for Record at the Request of: PARCEL 7 EXCEPT 16th Avenue; 6606170313 LUKINS s ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P,_Douglas Excise Tax Paid 6/13/88, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received hereby conveys and warrants to DOLORES L. DOUGLAS an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: The Northwest quarter of the Northwest quarter of /.1 Section 25, Township 25 North, Range 44 E.W.N.; / PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.G.M.; EXCEPT 24th Avenue and Sullivan Road; EXCEPT 16th Avenue and Sullivan Road; 2.auntornease'zt PEUUIfS! OF JUN 4 WILLIAM 1. 04■tI!!IE U1 Am41I011 SPOKANE CUUNTT: WASH'. PARCEL The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; G n mrun 'S NEI. L C71 All situate In the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 2G, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Gult Claim Deed, upon completion of R..1. Excl. 1a. iw.mpl o•IeL .Le,✓ Svc Cwnly Treat Ise i7 14 EP S Cam T,ot, ei�i(f 8806170 15 Filed for Record at the Request of: !(INS S ANNIS, P.S. 00 Washington Trust Financial Center spokane, Washington 99204 (509) 455 -9555 6 111 Attn: Ronald P. Douglas Excise Tax paid 6/13/86, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, • Inc., for value received, hereby conveys and warrants to JACK R. FELGENHAUER AND GLORIA F. FELGENHAUER an undivided .04545 Interest In the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: BARCFJ, 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.M.{ , EXCEPT 24th Avenue and Sullivan Road; PARrFT. 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 1' The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of _Section 25, Township 25 North, Range 44 E.V.M.; EXCEPT 16th Avenue; IT` 975 ?at :1358 F (. �+uu (rllB gMI RF.000SI OF' Jux 17 4 131 WILLIAM r, toX /.M9r, f-- (SPOKANE cowa , W45H' OLNi' SNE1.L All situate in the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of 0. L Lac^ lu IacmpI 6v +iYil:;ds; (Fled fun Rrronl at the acgcust. of: I 41 1.11( I1: A ANIII3:, 1(1111 Wau)'Iigl.nu'I'runl 1'l u:111C i Ilrnl.,•Y �W �I ::pok,, nu , Wash i ion 05204 67 :Er J 1125 mH '80 (5n9) 455 -9555 l Cl 1 Attn: Ronald P. Douglas DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICHARD W. MCEACIIItAN and BRUCE A. MCEACIIRAN, co- trustees of the Robert W. NcPachran Life Insurance Trust, dated May ID, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Scction_25,- Lav,aship 78 North ((Inge 44 F w Na • EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Townshit25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Sectioa_25.Township_.f North Range 44 E.W.M.: EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise Tax 1253713 1` J' ' _ ii,ci d43 A,d.i WAr.i 44'145 5111 U.4i,P "4.Nnlf °INN - C N�' YnN 49,9 ID AIiI'. fSl'41Y, W15X Ia and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Beal Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons B. Itcnz and Hilda E. Itmrz, as :1 lcr" and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Peed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree an follows: S `i'0 Filed for Record at Request of / Cl y Ronald P. Douglas LUKINS & ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Excise Tax No. 253713 WJU6140120 JaN ILI II 26 U.1 'OS QR SAMPSON DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The Grantor, DOUGLAS ENTERPRISES, INC., a Washington corporation, for value received hereby conveys and warrants to Fern B. Klaus, a single woman, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; (%CEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Se t' n 25 Townshin 25 North, Range 44 E.W.M. ; EXCEPT 16th Avenue and Sullivan Road; vot. 10 41 PAc€1287 a'ARCEI, 3: The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of..si Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. 4. L Ends. lax tamp o.0 8 b.... 98y Sy,t .o o [puny IIws. S 89 °32'42 ° E !(riu : -rrr FZ�:JGEM3N l Xfts •..� SM aS - A DJi TRANSAMERICATITLE INSURANCE COMPANY' I SPOKANE, WASHINGTON r„' S This.print Is made solely 1or.tile burins° of assisting in loeating said premises and the company assumes no liability for variations, if any. m dimensions and location ascertained by actual survey. -b0 tr r ' IUu ■ 388' . 126.44 . 126.44 „ . n r5.`: " r :. 11400 r 14 •8°41' iI r r:r'- !ETar4XU1It • 01 • % ie. 1M41NaIC s 'UnuTT MOOR 4"r'E TJ i. � H, rW • S2tuate in '41e county Ot spoxane, scns.e us. nom sfly t ln e:. public ,eater sljstem pursuant t WATER PLAN approved by County ;.and state »health authorities, he,local fire district, r`County Builditg'and Safety Department, and water purveyor, will ,be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire :protection to each lot prior to sale of each lot and prior to :issuance of a building permit for each lot. _- than one dwelling unit shall be placed on any one lot - : .nor: ±shall any lot be further subdivided for the purposes of :'`creating additional lots or building sites without first filing a replat.. Individual driveway access permits will be required prior to : °.issuance of a building permit for driveway approaches to the `:County road system. The ' owner(s) or successor(s) in interest agree to authorize the `:`'County to place their name(s) on a petition for the formation of - <'ULIDE by petition method pursuant to RCW 36.94 which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by - `resolution method pursuant to RCW Chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shah not '.prohibit the owner(s) or successor(s) from objection to any assessments) on the property as a result of improvements caller: for ;in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. t Lot 3 Block 1, Lot 2 •Block and Lot 5 Block 3 as shown hereon are.''dedicated to Spokane' County to be deeded for road ' purposes 'forever•at such time as; adjacent property is platted. Use;of• private ;wells and water systems is prohibited. The''plattor - does hereby dedicate forever the streets shown hereon for ppublic road purposes Utility. easements as shown are hereby.granted. ta'inage easements, as platted and shown hereon, which are for Lthe:purpose of installing, • •operating and maintaining :,a 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.' H, The property owner shall maintain the drainage swale with a. permanent live cover of lawn turf, with ptional 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:, property owner or his representative shall inform each <succeeding.; purchaser• of all drainage easements on the property ''and tesIabhpibility for maintaining drainage facilities within saidieasements. - -Ind driveway access permits 'shall be required prior to ;` of a building permit for driveway approaches to the County. road system. Driveway approaches shall be constructed it 'accordance_..with t approved plan on file in the County °Engineer's.office. rect .access to 2'4 Avenue from lots is prohibited. `Lot,2, Block 1; Lo 2,. Block 4; Lot 1, Block 3 and Lot 6, Block 4 may • require: no - typical driveways, depending on driveway location: Loc ion shall .be and approved by Count} Engineers.', A •ubtic sewer-.system will be rnade availab p: i.dual serv'Ice will, be proided to each got :r i or 10 Sale. Use of individual on -site sewage dispcsal systems shot; -not be auth.rized WiTNES WHEREOF, I hove hereunto set our hand and. 2ffixeci ,my, t is `e day of p...cC\-,• ,1990. • Su I i.wan South Enterprises Kenneth 3. Tupper,\Managit3(JPortncr ',, k rat - JP (.0 c i ,.��,,, ., t FINAL PLAT w �, RIDGEMONT ESTATES NO.4 -1 � J ADD TI nt A7 1 hI A DnoT1nml !lr 0035p OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: TO : . I jaS n t - E/ U L 1 FROM ( o 14/J5 L SON Standard Drainage Language for the Dedication on c r 1 , 19 Ch) , IR; Ac e mor 'rsT. - g Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities 'to dispose of runoff, are hereby granted. The County of Spokane is hereby ,granted the right of ingress and egress to all drainage easements adjacent to the public right —of —way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. (2) ,The owners of Lots , & , of Block , and Lots , , & , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man —made drainage flow over and across the property. The 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 , and Block , and Lots , & , Block Grading must conform to said plan on file in the County Engineer's office. (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owner(s) or successors) 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. / 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. SULLIVAN RD RD # 4597 * ** NORTH * ** 07/05/84 - 3,541 CURRENT - 4,444 + 5 YRS - 5,407 + 15 YRS - 8,004 + 20 YRS - 9,738 24TH AVE RD # 5951 * ** EAST * ** 07/05/84 - 992 CURRENT - 1,245 + 5 YRS - 1,514 + 15 YRS - 2,242 + 20 YRS - 2,727 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4170 SULLIVAN RD RD # 4597 * ** SOUTH * ** 07/05/84 - 2,829 CURRENT - 3,552 + 5 YRS - 4,322 + 15 YRS - 6,396 + 20 YRS - 7,782 24TH AVE RD # 5951 * ** WEST * ** 09/12/80 - 1,056 CURRENT - 1,539 + 5 YRS - 1,872 + 15 YRS - 2,771 + 20 YRS - 3,372 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. 1 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 6196 - 24TH AVE Start MP: 00.00 Function Class: Local Access Ending MP: 00.06 Rural /Urban: Urban Federal Route #: Pavement Shoulders Type: Gravel or Stone Surfaced Width (Feet): 30 # 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: None Left (Feet): 00 Right (Feet): 00 -'90 17:43 I, 7 fiL(1V $PO t Sr 0 ant f010I'1f COU.1,.n0Uff jai PUBLIC WORKS DEPARTMENT TEL NO:509- -4715 t5 4 84 PO1 - COUNTY OFFICE RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 E>12 T OR I TY ''EE AGREEl"II✓LV'In Agreement Number 2 3 This agreement between Spokane County and Kenneth J. Tu whose interest in the project is peer General Partnership this day of A ril Is entered into applicable to the project known as , 19 This agreement is 'Rid .emont.Estate Fourth - Third Addition inter Thatith named herein as having an following= property or project agree to the 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 costa 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: SULLIVAN SOUTH ENTERPRISES KENNETH J. E. 12929 SPR G SPOKANE, WS , I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -mvn /r1101 ,ITZ r TUPPER &I W ® RECEIPT PAY One hundred.dollars ** TO THE ORDER OF Received From 4 -17 -9 o Address 0 z TUPPER & ASSOCIATES, INC. EAST 12929 SPRAGUE AVENUE SPOKANE, WASHINGTON 99216 928 -1991 Spokane County Engineers Dote 7� MAIN OFFICE SPOKANE FIRST NATIONAL BANK SPOKANE. WASHINGTON 28 -5 1251 MAIN OFFICE SPOKANE FIRST NATIONAL BANK SPOKANE. WASHINGTON DATE 4 -17 -90 N OhCirS P j L /l PAY One hundred dollars and .00 /100 ** TO THE ORDER OF TUPPER & ASSOCIATES, "INC. EAST 12929 SPRAGUE AVENUE-. "SPOKANE,iWAEHINGTON 99216 _ 928 = 1991'+. - .,., Spokane` County.Engineers_%_:; "008 L8 3" i . L''25 L000 501: LO Lin L481110891iR CHECK NO, 08183 DATE AMOUNT 4 -17 -90 $100.00 ** AMOUNT $100.00 ** 28 -5 CEiECK NO. 08182 1251 32 9/ r NAME / ,&,,,frat-d-67:4(1_,44$dp Location Rt2( Road App ada _A Type of Development: Traffic founts Anticipated'A.W.V.T.E. from I.T.E. Manual Existing R.0:W. 1. Street I.• 2. Street 2. 3. Street 3, 4. Street 4.. Existing improvements 1. Street I. 2. Street 2. 3. Street 3. 4, Street 4. Right of Way Required 1. Street I. 2. Street 2. 3. Street 4. Street 4. Improvements Needed to Mitigate Traffic Impacts of this Development I. Street .1. 2. Street 2. 3. Street '3. 4. Street 4. Convnents: SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington DRAINAGE EASEMENT The Grantor(s) Sullivan South Enterprises, A Washington Corporation 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, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage Easement•over'that por.tion: .of the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 East, W.M., in Spokane County, Washington, described as follows': ' Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 ='1st Addition as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said Ridgemont Estates No 4 1st - Addition, S67 ° 45'35 "W a distance of 77.37 feet. thence S85 ° 04'03 "W a distance of 83.88 feet; thence N89 ° 32'42 "W % a distance'of 374.46.feet; thence 'N89 ° 32'42 "W a distance of 80.00 feet; thence N00 ° 39 1 38 "E a distance of 300.00 feet; thence S89 ° 32'42 "E a distance of 175.97 feet; thence N27 ° 39'38 "E a distance of 100.00 feet; thence S62 ° 20'22 "E a distance of 125.00 feet_ to. the True Point of Beginning; thence 1127 ° 39'38 "E a distance of 56.00 feet; thence N62 ° 20'22 "W a distance of 13.00 feet; ;thence S27`39'38 "W a distance of 56.00 feet; thence S62 ° 20'22 "E a distance of .13.00 feet to the True P.O.B. The Easement granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and /or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane"COlinty'accepts no responsibility for maintaining the drainage Easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage Easement per plans on file in the office of the Spokane County Engineer. 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 Easement. The Easement described hereinabove is to and shall run with the land. No modification of the 'boundaries of said Easement can be made without the prior approval of Spokane County: (over) s /91m %1.1 t %oo.. Parcels: 45255 -9054 9058 IN WITNESS WHEREOF, we have hereunto set our hand(s) and seal(s) this of 1990. Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust; and Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., ProfitSharing -Trust. STATE OF WASHINGTON COUNTY OF SPOKANE tupperde /forms /jim jP ) • ss SULLIVAN SOUTH ENTERPRISES Kenneth J. Tupper Attorney in Fact Alfons B. Renz Attorney in Fact Kenneth J. Tupper and Alfons B. Renz are Attorney in Fact for the following: Alfons B. and Hilda E. Renz, husband and wife; and Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust; and day James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing; and James F. O'Connell & Associates, Inc., A Washington Corporation; and Fern B. Klaus, a single person; and Tony Higley, a married man dealing in his sole and separate property; and Douglas Coins, Inc., A Washington Corporation; and Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust; and On this day of . , 1990, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Kenneth J. Tupper and Alfons B. Renz to me known to be the individuals described in and who executed the foregoing instrument for themselves and as Attorney in-Fact for Sullivan South Enterprises, A Washington Corporation also therein described, and acknowledged to me that they signed and sealed the same as their voluntary act and deed and as the free and voluntary act and deed of the said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the said principal is now living. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year first above written. Notary Public In and for the State of Washington, residing at Spokane. CLARENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 TO: GMz( s. NELSON ) eRC. SPOKANE COuN EN6,NcEQs SUBJECT: gi06E11I0NT ES TATES N0. 3-g- ADDrrioN DATE: APtzi L i!v , 19.510 Attacked for our review are F rInts of +Lie_ 51 ?lave - ,Profile, and drainage plan, Also ineiuded are Copies o -Ftia S torvnwader drainage_ e a �eula - F� outs. Signed .014 2VyV -\ -- 3)\ S- A C J - ,P1A- jbk.cf,p„it ) - !D r:, "3:2) • .1 t cut,4 .: - oegrwv-J Q-s 4 Ad Ir r , N/kAik3 (S Qzr tirJ Ptc{ c(r2div etetrin 2-rvm' TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: GD- 152577M Star Tupper Realtors E. 12929 Sprague Attn: Ken Tupper CC: Spokane County Engineering CC: Spokane County Planning CC: Simpson Engineering Effective Date: July 20, 1990 at 8:00 a.m. As hereinafter attached. Certificate for Filing Proposed: RIDGEMONT ESTATES 4 -3RD ADDITION PLAT CERTIFICATE 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: (continued) LEGAL DESCRIPTION: Order No.GD- 152577M Page No. 2 That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the Northeast corner of Lot 4 in Block 3 of RIDGEMONT ESTATES NO. 4 -1ST ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said RIDGEMONT ESTATES NO. 4 -1ST ADDITION, South 67 °45'35" West a distance of 77.37 feet; thence South 85 °04'03" West a distance of 83.88 feet; thence North 89 °32'42" West a distance of 374.46 feet; thence North 89 °32'42" West a distance of 80.00 feet; thence North 00 °39'38" East a distance of 300.00 feet; thence South 89 °32'42" East a distance of 175.97 feet thence North 27 °39'38" East a distance of 100.00 feet; thence South 62 °20'22" East a distance of 125.00 feet; thence North 27 °39'38" East a distance of 56.00 feet; thence South 62 °20'22" East a distance of 175.00 feet; thence South 88 °33'20" East a distance of 126.44 feet to a point on the West line of Block 1 of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, as per plat thereof recorded in Volume of Plats, page, in Spokane County, Washington; thence the next two courses along said West line of RIDGEMONT ESTATES NO. 4 -2ND ADDITION, South 00 °39'38" West a distance of 187.37 feet; thence South 23 °28'54" West a distance of 80.73 feet to the Point of Beginning; VESTED IN: ALFONS B. RENZ and HILDA E. BENZ, husband and wife, as to that portion lying within the southwest Quarter of the Northwest Quarter; and in ALFONS B. BENZ and HILDA E. BENZ, husband and wife and their assigns, as shown under Real Estate Contract recorded January 28, 1982 under Recording No. 8201280204, shown as Paragraph No. 5 herein, as to the remainder. EXCEPTIONS: Order No.GD- 152577M Page No. 3 1. 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 45255.9054 45255.9058 1990 $4,640.36 1990 $4,463.57 $4,640.36 $4,463.21 $00.00 $00.00 2. Assessment for Road Improvement District No. 37, in the amount of $824.25 plus interest at 8 %. The next installment is due on April 13, 1991, in the amount of $824.25 plus interest. Affects Parcel No. 45255.9054. 3. Assessment for Road Improvement District No. 38, paid in full. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: (continued) Alfons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. 5. MEMORANDUM OF CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: B y; SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Purchaser's interest assigned to Spokane County, a political subdivision of the State of Washington, by instrument recorded June 13, 1983 under Recording No. 8306130249. Affects the West 42.5 feet of the North 604.18 feet of the NW1 /4 of NW1 /4 of said Sec. 25. Seller's interest in said Contract has been assigned as follows: a Seller's interest of Alfons B. Renz and Hilda E. Renz, husband and wife, assigned to: Seller /Assignee Grantors: Alfons B. Renz and Hilda E. Renz, husband and wife Grantees: Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustee, Evergreen Wholesale Lumber, Inc., Profit Sharing Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell & Associates, Inc., a Washington corporation Fern B. Klaus, a single person Tony Higley, a married man dealing in his sole and separate property / &c.nuelh .J. 7c e , 4-ttc A N B y- / N - /MAGI (continued) Order No.GD- 152577M Page No. 4 Alfons B. Renz and Hilda E. Renz, husband and wife Sullivan South Enterprises, a Washington partnership January 27, 1982 . January 28, 1982 8201280204 Portion lying in SW1 /4 of NW1 /4, with other property Undivided interest 09.105% 11.360% 15.9050 09.090% 09.090% 09.090% 09.090% Seller /Assignee Undivided interest (cont) (cont) Douglas Coins, Inc., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust (continued) Order No.GD- 152577M Page No. 5 09.0900 09.090% 04.545% 04.545% Total 100.000% By instrument recorded June 3, 1986, under Recording No. 8606030268. b. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982 by instrument recorded April 12, 1988, under Recording No. 8804120237. c. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded April 26, 1988 under Recording No. 8804260191. d. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded May 5, 1988, under Recording No. 8805050165. e. A portion of Seller's interest was assigned by James F. O'Connell & Associates, Inc., a Washington corporation, to Douglas Enterprises, Inc., a Washington corporation, by instrument recorded May 6, 1988, under Recording No. 8805060180. f. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc. to Delores L. Douglas by instrument recorded June 17, 1988 under Recording No. 8806170313. g. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc., to Jack R. Felgenhauer and Gloria E. Felgenhauer, by instrument recorded June 17, 1988, under Recording No. 8806170315. h. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, by instrument recorded September 9, 1988, under Recording No. 8809090164. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., a Washington corporation, to Fern B. Klaus, a single woman, by instrument recorded June 14, 1989, under Recording No. 8906140120. 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Spokane County, a political subdivision of the State of Washington AND: Sullivan South Enterprises, a Washington general partnership, and Alfons B. Renz and Hilda E. Renz, husband and wife DATED: September 15, 1988 RECORDED: September 21, 1988 RECORDING NO.: 8809210088 REGARDING: Sewerage system 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 8. EASEMENT AND THE TERMS GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210091 AND CONDITIONS THEREOF: Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210092 (continued) Order No.GD- 152577M Page No. 6 kc 9. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY BY ( J J� ` Gil Do dridg, For Service 4in this order call: (509) 922 -2222 ENCLOSURES: Paragraph(s) 1 -8 Plat map Order No.GD- 152577M Page No. 7 175.97 574.48 - hOJE;VI3NI 4 .151 ea iJ rJi i' +: , ' . 6 65.0410, W. • . F��„1,,, 1 .. , .: c ��. 15 1 1 :' 11100 N 68 ti'Etit) • 1 •,'I --BULLDINe • 1p - SETBKX4NE ,N TRANSAMERICA TIRE COMPANY.:• SPOKANE, WASHINGTON_i s 1ri � 11 This print Is made solely for the purpase of assisting;; in locating said premises and the ccmpany assumes no liability for Variations, II any. in dimensions and location •ascertained by actual survey. - ...1 a vcc - ' 6U u ed iw 0 sr et , ^ ee e No pp 3 g 0^ =fled for Record at the Request of: LCd: E:3, A.: _ :S, SHINE, XciLLY, VAN ==ER & REP! P.S. '.:hr'. :ngton Trust Financial Center - akane, Washington 99204 Attention! Edward F. Wroe $FGa01,1'; f aiE/4 1va /' - NEXORANEUM OF REAL ESTATE CO^RRACT .NOTICE :5 HERESY GIVEN that as of the 'al __ day of -- _ 1982, r FO:1S 3. RE::Z and HILOA E. RENZ, husband and _ s "Seiler ", and SULLIVAN SOUTH ENTERPRISES, a = gton partnership, as "Purchaser ", have entered into a Real - state Contract, pursuant to which the Seller has . agreed to sell' and transfer to the Purchaser and the Purchaser has agreed to buy from the Seller,. upon the terms /L� and 'conditions stated therein, that certain real property 5 / consisting of approximately 68 acres located between 16th j • and 24th Avenues, east of Sullivan Road, Spokane County, //a`/ ' Washington (the 'Property "), which Property is more fully '/ descrited as follows: Farrel The SW1 /4 of the'NW1 /4 of Section 25, T. 25 >f., R. 44 E.W.H., in the County of Spokane, State of v:ashi.. EXCEPT county read right -of -way. ?artel 2: The HW1 /4 of the 1.%i1 /4 of Section 25, T. 25 R. 44 E.W."., in the County of Spokane, State of Washington, E1 :CEPT county road right -of -way. Parcel 3: The North 480.00 feet of the West 726.00 .feet of the i-1 /4 of the.1Ml /4 of Section 25, T. 25 N., R. 44 E.W.X., in the County of Spokane, State of Washington, EXCEPT the North 30.00 feet for county road right -of -way. The terms of such Real Estate Contract are incorporated herein by this reference as though fully set forth. DATED this 17 day of January, 1982. SULLIVAN SOUTH ENTER ?RISES, a Washington partnership • 64 4 ( ./ - x..- 4 - O,_.1 .latt By : -: ..: , '.,t. � • 1 j5 3. RENZ X KENNETH J. LU ?PLR, \�\ Managing ?e E:nv F :LED OP RECORDED) , REQUEST sr U:AC`.'-LC.47 Jey 22 3 46 PH'62 "Purchase s M1 Trr 9.. - a x. J Filed for Record at the Regnant of: 6G 820 F.11767 �:. E.1!'; 5 :': 1 fl ,1 hSAMCRIQI, INC. • Jua 3 4 as FH '2n I.UKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555. N1ll'.' g- , Attn.: Ronald P. Douglas .SFf I(AN-t(J \rv %.E RI 1°6 3068q CIFi,' DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT (AND GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) THE GRANTORS, ALFONS B. RENZ and IIILDA E. BENZ, husband and wife, for value received, hereby convey and warrant to the Grantees described herein, the indicated undivided interests in the following- described real estate situate in the County of Spokane, State of Wash- ington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: • The Southwest Quarter of the Northwest Quarter Of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.H.; EXCEPT. 16th Avenue and Sullivan Road; PARCEL 7: The North 480 feet of the West 726 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M. EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; and do hereby assign, transfer, and set over to the Grantees the cor- responding undivided interests in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between the Grantors hereun- der, as "Seller," and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantees hereby assume no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. Following recordation of this instrument, the undivided interests in the Seller's interest in the Contract and in the Property shall be as follows: Seller /Assignee Undivided Interest Grantors: Alfons B. Benz and Hilda E. Renz, husband and wife .Grantees: Bruce B. Butler, Trustee, Bruce 0. Butler, P.S., Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell 6 Associates, Inc., a Washington corporation Fern B. Klauo, a single person Tony Higley,. a married man dealing in his sole and separate property Douglas Coins, Inc.., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins,. Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc. Profit Sharing Trust 04.545% Total: 100.000% The Grantors hereunder hereby represent and agree as follows: '1. That the unpaid principal balance on the above- . described Contract, as of the date hereof, is Three Hundred Sixty -eight Thousand One Hundred Twenty -seven and 16/100 Dollars (f368,127.16), and that interest has been paid through May 10, 1986. In connection with the execution of this _instrument, Grantors have been paid by Grantees for interest accrued through the date hereof. Accordingly, all future payments under the Contract shall be allocated by the escrow agent according to the percentage undivided interests set forth above. 2. That the Contract is in full force and effect, that no par- tial fulfillment deeds have been requested or delivered, that all payments under the Contract are current, and that the Grantors have neither received nor delivered any notice of default under the Con- tract; 3. That Grantors hold all right, title, and interest of the Seller under the Contract, and no portion of such interest has been sold, transferred, pledged, conveyed, or otherwise encumbered; 4. That the Property has been or shall upon recordation of this of instrument be released from the lien of the mortgage in favor Claude A. Morgan and Louella Morgan, dated November 10, 820 FACE 1768 11.360% 15.905% 09.090% 09.090% 09.090% 09.090% 09.090% 09.090% 04.545% 4HANSAMLKIL'A 111 LC IIIK IN:. b ARMS, 1'. N. fd 117 PH 1600 Washington 'front Financial. Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas 8804120237 Piled For Record at the Ilequenl: of, 1117 on. ..lt':i:.4pn„; -1 ,„ .0 _ d M1t pi..i, iya,. a. V CO OCIAA : DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICIIARD W. McEACHRAN and BRUCE A. McIIACIIRAN, co- trustees of the Robert W. McIachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property"), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.N.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL. 3: The North 400 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise tax 0253713 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Washington general partnership, as "Purchaser," for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through April 10, 1988. false lax Pad on 8800003827 Sole Aml. 3.t "SKIP" CHILB(RG �S Coumy box, j /.s /f/ 8804260191 Plied fur Record at the Itcquuat of, LDKINS R APHIS, P.S. 1600 Washington 'Trust Financial Center Spokane, Washington 99204 (509) 455-9555 Attn: Ronald 1'. Douglas /0 I / EXCDPT 24th Avenue and Sullivan Road; PARCEL 2: Excise Tax Paid 6/13/86, Receipt No. 05881 u. J6$ 1741 150 aauntim aa,1 I( QI)C2! QI Arn t6 I 4t AH 'BU WILLIAM y !, l a N411UC MPONAN O f COUNTY. WAIK1 1„ 319 L_ L i. DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOIIGLAe COINS, INC., for value received, hereby conveys and warrants to DENNIS 1.. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property"), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of 90 ,,Section 25, 'Township 25 North, Range 44 E.W.M.; The Northwest quarter of the Northwest quarter of SeGtb it 25 'Township 25 North, Range 44 E.14.0.; ''XCliP'1' 16th Avenue and Sullivan Road; PARCEL 3: The North 4(10 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of .__HSAti.60 2" '3Lw0.$)11L25 North, Range 44 E.W.M.; & y1' 16th Avenue; O bi // / situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract"), between Alfons B. Renz and Hilda E. Benz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the'above- described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereto, is Three Ilundred Twenty -Seven Thousand Four Ilundred Thirty - three and 62/100 Dollars ($327,433.62), and that interest - has been paid through March 10, 1988. .. t Lois. 11•14 Lamm 19c > Spekmw [surly Tree /• 8805050165 X / (7 1 h1Ce1118l6 ike.GtYl'18,m 8 I9)111:5 r or `'Piled for Record at the Roquont of: LUKINS 6 ANNIS, P.S. HAY 5 1'104 Au '06 1600 Washington 'Trust Financial Centre Washington 99204 WILLIAe 1'.0014601p. (5) Spokane, 9 LL AU Ul ill (509) 455 -9555 WPOKANpe UN Y. WASH] Attn: Ronald P. Douglas J:Ve ____ Y4L = 9 6 6 t;..: = � DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, DOUGLAS COINS, INC., for value received hereby conveys and warrants to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; C5FXCffc Avenue and Sullivan Road; E The Northwest thwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; e h 1 h Avenue 6 All situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Benz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty-five Thousand Four Hundred Forty and 01 /100 Dollars (5325,440.01), and that interest has been paid through April 10, 1988. 8. E Iweise Dv Lawry), DM.�/ /a7 y 75er Excise Tax Paid 6 /13/86, Receipt No. 05881 Syol`.ne Trey, .5 8805060180 5.acecsa,; NlELII%$. °� Piled' for Record at RequcrL of I ' E gDC A _ . - ...._... - Ronald P. Douglas MAINS 6 ANNIS, P.S. 1600 Washington '1'r u Ot Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, JAMES 1'. O'CONNELL 6 ASSOCIATES, INC., a Washington corporation, for value received hereby conveys and warrants to DOUGLAS ENTERPRISES, INC., a Washington corporation, an undivided .0909 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: S The Southwest quarter of the Northwest quarter of S Qtioc -3S Township -25 No cth n�nar 44 G W.. +i.; EXC 24th Avenue and Sullivan Road; PARCEL 2: PARCEL 1: The Northwest quarter of the Northwest quarter of SffloAtaq 25, Township 25 North, Range 44 E.W.M.; ' CXCCP2J16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northc quarter of the e Northwest quarter of n 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; JGG h.LI 1533 HAY 6 12 26 PH 'RI WILLIAM 1', DWI /1;n AUUIIU4 iB POKAHI' COUNLY, WASH rp III PIIi Y. 1 J Ll. All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "(, between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser" for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -three Thousand Four Hundred Twenty -two and 01 /100 Dollars (5323,422.01), and that interest has been paid through May 10, 1908. Excise Tax Paid 6/13/86, Receipt No. 05881 L L . Excise Tax L mpl are ( /rafi p I sir Spokane Cwlc41 Leu. • Filed for Record at the Request of: 8806170313 LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P._DOUglas Excise Tax P DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received hereby conveys and warrants to DOLORES L. DOUGLAS an undivided .04545 interest In the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any Interest therein which the Grantors may hereafter acquire: PARCEr 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; FARM 2• The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.G.M.; EXCEPT 16th Avenue and Sullivan.Road; EXCEPT 16th Avenue; 4atfn rrttRalesa$ RfuuCSr GP JUN 17 4 IQ 114 'BB WILLIAM L otMAIIUE AUUIIOn I:SPOKANE COUNTY. WASH.? on s N E[r_ d 6/13/88, Receipt No. 05881 PARCEL 3: The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.G.N.; All situate in the County of Spokane, State of Wa e h i n g ton and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of R. 1. Enci,. 1. 4cmp ,7 94/Y SvoIGF. Ccuely Trnn. 0.m. 8806170315 Filed for Record at the Request of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 6EL 875 P:.fl 1768 L11LUtw. ".R fiDai dl i7Fuu85 1 Jux 17 4 1)P14 'BB WI1LIAN r. DONAIIUC AUUITU3 f� f91',9K ANECOUIRy. WASH.. OL:Ji s. SNELL Attn: Ronald P. Douglas Excise Tax paid 6/13/86, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received, hereby conveys and warrants to JACK R. N FELGENHAUER AND GLORIA F. FELGENHAUER an undivided .04545 interest in the following described real estate situate in the County of Spokane, 6 State of Washington (the "Property "), including any interest therein tA which the Grantors may hereafter acquire: PARCEL 1: - The Southwest quarter of the Northwest quarter of YYY/// Section 25, Township 25 North, Range 44 E.N.M.; J EXCEPT 24th Avenue and Sullivan Road; PARrFr. 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of _Spctlon 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate In the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons R. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of R.1 Excise e r." Ex.mp awe V.L � 19,E Cairn!) Tree,. 7 ;,./ I 1 Pill ed for Record at the Regeust of: `7 LIKINS F ANNIS, P.S. ' 16011 Wanhingtun'I'runl: Financial Spokane, Spokane, Washington '19204 (509) 455-9555 Attn: Ronald 1'. Douglas The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICIIAI(D W. MCEACIIRAN and BRUCE A. MCCACIIRAN, co- trustees of the Robert W. McEnchran Life Insurance Trust, dated May 10, 1992, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: ,. Hv 13i UYU31s:1 Ili. ' —' w ILA uthi center ,yy DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT PARCEL 1: The Southwest quarter of the Northwest quarter of _SfCt1n�S Tnwn "h'1 JS Nnrhh Rne01_QA F I4 M • EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25. Township 25 North, Range 44 E.W.N.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: ' The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section_25._1IIwn.hip 25 North Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise Tax 8253713 Dr 1 I 2 MI 1 00 of I 1 /.N f.. 1'1,4.01110 APV'2ICAN�' IOUITIIII IL1Ak4u1: fen41 T; W Sl_)d7 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Benz, as "Seller" and Sullivan South Enterprises, a Washington general partnership, as "Purchaser" for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: •11 Filed for Record at Request of / Ronald 1'. Donglnn LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Spokane, Washington , 99204 (509) 455 -9555 Excise Tax No. 253713 The Grantor, DOUGLAS ENTERPRISES, INC., a Washington corporation, for value received hereby conveys and warrants to Fern D. Klaus, a single woman, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: 9 PARCEL 1: PARCEL 2: JUN II! 11 26 4H 'US Cantor e - -- ( 7 4Sll _ _ _______ ______ ____ _ _ __ The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; (EXCEPT 24th Avenue and Sullivan Road; The Northwest quarter of the Northwest quarter of Section 25 Towpvhin 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; vut.104 I PALE1287 SAMPSON )1FE Q.AND SELLER'S PARTIAIL ASSIGNMENT OF RFAL ESTATE CONTRACT PARCEL 3: The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of.zest 2s Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above- described property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. 4. E Lisa. lax txamm Da /7.4987 pab o Camay Lo,, *Grantees, Bruce H. Butler, Trustee, Bruce B. Butler, P.S., Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell 6 Associates, Inc., a Washington corporation Fern B. Klaus, a single person - Tony Higley,• a married man dealing in his sole and separate property Douglas Coins, Inc., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, - Inc., Profit Sharing Trust 11.360 % 15.905%" 09.090% 09.09040' Terence R. Whitten and Marjorie P. Whitten, husband and wife 04.545%- Kenneth J. Tupper, Trustee, Tupper, Inc. Profit Sharing Trust To 04.545%' 100.000% The Grantors hereunder hereby represent and agree as- fellows: Y0.. 820 PAG(1768 • THE GRANTORS, ALFONS B. RENZ and HILDA E. RENZ, husband and wife, for value received, hereby convey and warrant to the Grantees described herein, the indicated undivided interests in the following - 09.0904 - described real estate situate in the County of Spokane, State of Wash- ington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: - 09.090%• The Southwest Quarter of the Northwest Quarter of Section 25, Township 25' North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; • 1. That the p unpaid principal balance on the above - P described Contract, as of the date hereof, is Three Hundred ' Sixty -eight Thousand One Hundred Twenty -seven and 16/100 Dollars ($366,127.16), and that interest has been paid through May 10, 1986. In connection with the execution of ' this instrument, Grantors have been paid by Grantees for interest accrued through the date hereof. Accordingly, all future payments under the Contract shall be allocated by the escrow agent according to the percentage undivided interests set forth above. 2. That the Contract is in full force and effect, that no par- tial fulfillment deeds have been requested or delivered, that all payments under the Contract are current, and that the Grantors have neither received nor delivered any notice of default under the Con- tract; - 3. • That Grantors hold all right, title, and interest of the Seller under the Contract, and no portion of.such interest has been sold, transferred, pledged, conveyed, or otherwise encumbered; 4. That the Property has been or shall upon recordation of this instrument be released from the lion of the mortgage in favor of Claude A. Morgan and Louella Morgan, dated November 18, 1977 and Filed for Record at the Request of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 - 9551 lUlL11+ r, ^. 35r,t,p Attn.: Ronald P. Douglas :SFG:A�9_ ica6 ... I.>5 _.a... 1 3bC d`k,.z..._az..... _ DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT (AND GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) PARCEL 2: The Northwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT-16th Avenue and Sullivan Road; PARCEL 3: tt3G030 The North 480 feet of the West 726 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M..; or. u9n HC'!'i it fi iP INC. • Ju,( 3 4 ICS FH '2 EXCEPT 16th Avenue; All situate in the County of Spokane, State of - Washington; _ • and do hereby assign, transfer, and set over to the Grantees the cor- responding undivided interests in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between the Grantors hereun- der, as "Seller," and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, as "Purchaser," .for'the sale and purchase of the above - described Property. Tho Grantees hereby assume no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. Following recordation of this instrument, the undivided interests in the Seller's interest in the Contract and in the Property shall be as follows: Seller /Assignee Undivided Interest Grantors: Alfons B. Rent and Hilda E. Renz , husband and wife - ,09.105%747- By /Cr- B. BU Li R, Trustee EVERGREEN WHOLESALE LUMBER, INC., PROFIT, SHARING :MUST 4ITI.IIAP11, Co- Trustee g ick P. hU LUi: P.s.; PLUPIi 'sllnklNu TRUST R. BRIAN JENNER, INC.. ENSION TRUST By �.c.r• (�Ei C BRIAN JEUNEgC; T rustee JAMES F. O'CONNELL i ASSOCIATES, IC:C. a Washington corporation By I r :. / O�m. PJU Erg i r L‘�. M ./ 4i .TERN B. Y US ,C 7 - -4:-...4. /TJNY BLGfVt stee NS, Il: Washington DOJGLA. COINS, INm., PROFIT SIIARING TRUST, o :aiD P. DCCGLA:% Co- Trustee 1 L. i Hy 1 ,Cm. feel DENNIS DOUGLAS. Co5rustee / / 1 , TERE`lCE R. WRITTEN -- "724 ...1� ,, A / /e MARJORIE P. WHITTEN TOPPER, INC., SHARING TRUST By' ` - I Y. ..ETH J. UPI NQ' PURCHASER'S WARRANTY • THE UNDERSIGNED is the Purchaner under the Contract described in the above instrument and hereby represents: IS) that the balance owing on the Contract in as represented therein: (Si) that the Con- tract is in full force and effect, that no partial fulfillment deeds have been requested or delivered, and that the undersigned has neither VCI 820 PAGE 1 1 10 82U a.GE 116g rocotdod Docomhor 6, 1977 under Record i.ng No. 7712060211, records of Rpnknno County: S. That the Grantees shall have no liability for payment of any Road Improvement Dintrict annensmonto identified in the Contract and /or in the preliminary commitment for title insurance issued by Transamerica Title Insurance Company in connection with this 'assignment (Commitment No. KM- 110684), or which may be levied in the future. In that regard, Grantors agree that any special account or arrangement maintained for the payment of any such assessments under the Contract shall be funded only from Grantors' retained share of the Contract proceeds and, to the extent necessary, from other funds provided by Grantors upon request of the escrow agent. Additionally, Grantors hereby grant to Grantees a security interest in Grantors' retained undivided interest in the Contract and the Property, for purposes of securing Grantors' obligation to pay such assessments and to perform all other obligations of Seller under the Contract. Upon Grantors' failure to pay any such assessment or to perform any such obligation according to its terms, the Grantees, or any of them, following ten (10) days' written demand to Grantors, shall have the right to foreclose on the retained interest, or to require the escrow agent to apply Contract proceeds otherwise payable to the Grantors to the payment of the assessment, or to withhold such proceeds until performance of any such other obligation. 6. That Grantors shall remain solely liable for all obligations of the Seller under the Contract, other than conveyance of title upon payment of the Contract in full (or the delivery of partial fulfillment deeds as required by the Contract, which shall he by Cuit Clain Decd), and that the proceeds to the Grantees shall be subject to no setoff in favor of the Purchaser (other than the Grantee's prorate share of escrow fees). Additionally, Grantors shall retain all rights and comply with all obligations set forth under Paragraph 9 of the Contract, pertaining to the existing water well and water services, and -the farming of the Property. Grantees' shall not be deemed to have assumed any liabilities or acquired any rights under such Paragraph 9. 7.. That all decisions expecting the Seller's interest in the Contract and the Property shall be made by the vote of a majority in percentage undivided interest in the Contract as set forth herein. Further, both the Grantors and the Grantees hereunder hereby unconditionally and irrevocably make, constitute and appoint Alphons D. Benz, Kenneth J. Tupper, and Ronald P. Douglas as their true and lawful attorneys -in -fact for purposes of executing any deeds, amendments, or other instruments on behalf of the Seller under the Contract, which instruments pertain to the Contract or the Property, and any such instrument signed by any two (2) of such attorneys -in -fact, certifying that the requisite majority approval shall have been obtained, shall be binding upon the Grantors and Grantees as though executed by all of them. DATED AND EFFECTIVE May 30, 1986. GRANTORS: A Llf B . cJ_ NZ 1 gbicorded at the Request or: 9004040059 LUKINS 6 ANNJS, P.S. 1600 Washington 'Trust Financial Center Spokane, Washington 99204 Attention: Edward F. Wroe or Ronald P. Douglas 05 00 9000306 2 5 PARTIAL FULFILLMENT WARRANTY DEED (Phase I, Ridgemont Estates No. 4) vat.,11 PaEO 988 FILED OR REOMIl0EU 7116E REQUEST Or. II wwlltltlSSAA APO Q 8 b3 All IN :1 p :'r UR SP01 i , COUNTY, WA3N, .11P SA,.IP3oN1 FOR VALUE RECEIVED, Alfons B. Renz and Hilda E. Renz, husband and wife; Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust; James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust; Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust; Fern D. Klaus, a single person; Tony Higley, a married man dealing in his sole and separate property; Terence R. Whitten and Marjorie P. Whitten, husband and wife; Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust; Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982; Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust; - Delores L. Douglas, dealing in her sole and separate property; and Jack R. Felgenhauer and Gloria E. Felgenhauer, husband and wife (collectively "Grantors "), do hereby convey and warrant unto Sullivan South Enterprises, a Washington general partnership ( "Grantee "), that certain real property located in'Spokane County, Washington, which is more particularly described on Exhibit "A" attached hereto and incor- porated herein by this reference, subject to all encumbrances and other matters of record or in view as of the date of recordation of this Deed. This Deed is given in partial fulfillment of that certain real estate contract dated January 27, 1982, between Alfons B. Renz and Hilda E. Renz, husband and wife, as "Seller," and Sullivan South Enterprises, a Washington partnership, as "Pur- chaser." The covenants of warranty herein contained shall not apply to any title, interest or encumbrance arising by, through or under the Purchaser in said contract, and shall not apply to any taxes, assessments or other charges levied, assessed or becoming due subsequent to the date of said contract. Excise #253713 The individuals executing this Deed are acting under an irrevocable power of attorney, binding upon the Grantors identi- f above, as set forth in that certain Deed and Seller's ,.Lcno.1.4♦Pb,l ial Assignment of Real Estate Contract (and Grant of Security Dai. 40 19 y e> SPO4am Cowry Tr.a., Rightn in Snllnr'0 Iiotnined Interest) dated Mny 30, 1906, and recorded Juno 3, 19116, no Auditor Flle Nu. 0606030260, rocordn of Spokane County, Washington, and hereby certify that the rag:Uni.te mnjorl ty npprovnl of n11 Grnntorn llnn boon obtnlnod prior to execution of this Deed. c DATED: L\--\ , 19� Alfons B. Renz and Hilda E. Renz, husband and wife Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust _ James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust Tony Higley, a married man dealing in his sole and separate property Terence R. Whitten and Marjorie P. Whitten, husband and wife A ".NS B. RENZ, Attorney -in -Fact y i� KENNETH J. TUPPE� Attorney -in - Fact - ni.1.1 (J1PAGE 989 Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982 Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust Delores L. Douglas, dealing in Fern B. Klaus, a single person her sole and separate property Jack R. Felgenhauer and Gloria E. Felgenhauer, husband and wife Ltj • • , f-•%11-1.7,1 A : • • H:•)„,..., • • ,,,,;;;A:i kc: •••; • TO: MATERIALS LARORATOR� FRO : WELso Please furnish Stabilometer R values for the soils on the following project: test County Road Name(s) RIDTCRP /PLAT No. ROAD NAME. ,— Y4 RL-I /IP _DELVE - Si7n — s ( YN IS S T 4212E -c - = w;v - - Drilling request ROAD NAME • FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector Arterial Access Rood Private Road SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination U actual Sec. Twp. R. (Sec attached section map) .R VALUES - LOCATION Drainage – Percolatton grente'r, than 7 " /hr. yes _No _ Est.__ Act. Remarks* — V1iis��iv��rea : • * Please note any unusual characteristics of soils and /or topography. Are the soils suit– able for the use of drywells? Are there any unusual drainage considerations? FOR OFFICE USE ONLY TRAFFIC INDEX S 5 Dar, FUNCTIONAL CLASS. TRAFFIC INDEX ** These are guideline traffic indexes only. Traffic data sp..cifil . t the project are necessary to calculate individual traffic iodexrs. ®h® 041438111110111 at transportation "Q. 1 9 8 4 2 4 MATERIAL CONTRACT NO ('� pi 7 A ry ^ HDOTRS. LAB. NOE_ 7/z/ 7 ACCEPTANCE SAMPLE 11 ASSURANCE SAMPL ENO. I A S. NO. SR NO. DST. LAB. NO. `I BRAND ^— -- HEAT NO. — SECTION s ee C$ t IC� /A N G � 3 — � A I O. NOAOT NO. REEL NO. — CITY NTY /AGENCY CONT. NO. 7/1 60o COUNTY / -. - .nP -' . CERTIFICATE NO. TRUCK/CAR NO. CON.. . •. 57001/ LE NO. P 1.10. C # (MCA_ (I SUBCONTRACTOR USED AT STATION `- TO STATION s SAMPLED AT BY DATE FIELD BASED ON FIELD TEST NO. ACCEPT REJECT TESTED AT BY Mc rah 0/ D 3f 3 /9 0 QUANTITY REPRESENTED PRODUCED ON DATE ASPHALT CONTENT IN MIX DESIGN ASPHALT CONTENT REQUESTED AT JOBSITE SCREEN Coarse/ Fine Fracture - S.E. Ratio t S/S % Asph. Max. FIELD DIST. LAB. SPEC'S. rr Wig^ Washington State REMARKS: Mix Design Desired 0 Yes 0 No nn DDT FoPAAa°°°°s OISHQ LAB ( 2 S TEST REPORT FOR V\ Q &R O E Total Weight Remarks Sieve Analysis ofAggregate Passing Cumulative -% Screen Wt. Grms. Retain I , I --- nfdjmatiOfr -.t ,dW. ,I IVM y _ J 4)OT Jur ona year only_ - ; I , , , _ 9tls. File Gen. F ile )C ?hys.Test h Q.C. Them. Lab D'st.Admi Droj. Eng. - �fl �_ rX(2) ,T�.d 7 ' )ist. Mtls. Eng. _ o�os � FORM 350 -062 REVISE 2/R9 T - 4J� , r S/ 'LE TRANSMITI AL ACCEPTANCE/A /INDEPENDENT ASSURANC Are run /R V / oe - wP Proles Engineer Organization Code Phone: (SCAN) '% Spec. '36' Pass. Req.' Frac 7kJ Y ak yh ' /O6 / 446 3 660 LAB. NO. E 7/7 Other Test Results Los. Angeles Test Degradation Test Bulk S. Gravity Sand Equivalent Dust Ratio Stabilometer: "R" Value .T'Se Swell Pressure t, ZP, Drainage Factor Std w Or"a F '4. •nl Labor l �3 / 03 t /eZ DatMAR 3 0 1990 By L. JOHN R. STRADA P.E. - MATERIALS S. 6.5 . 1 ••• I / /. /A• '•� 11 .___ _•4 ' /// / /M11111811 WAIIIIMINIIIII MI 111 I= MINIM ' ' / /.I// UM 1 NS • , • [ ti \\ \tag MM M NMNMMWPM% • Will ` ar/ra•IL/ /•' 0 1110.11. . II //.I // NI ` • • 1! ' •111app•�I.' 0.35' ACP MI • - • • ail -. IM•III / /.'I a MO ` • • ! • 111 /II••IAMAM M■ • NI PI IIMIM 6111:11111 . 11110.0611 •1131811i IrW411111111WWar. ••.1•11. ` . •'' II / /.IIIal rail: IBII. ` • •' 11 ar4r4•s •10111 0•81 CIIIIIIMMIrtgaIll 1! • • '' 14 I/,%I•• wio MM la MM •NOLI PIN • .0 • `' 1 \11116 IIw9Bani%• /I • ` 1aa.. /414•w /.16' VANUMMIIIIMWMIII la nomrammoyamm FAVANIIIMIN . ` • `• •a•!\\ie\\ \►• r4r4•,E %E6AININ1 •a•: •111•W‘111131110 ._ ` • `• ��a1IA ■ f ItfaM�1\ "•', 7t7- r1 -d -r 1/n•1.1\ - CAW) . � 1-01 ' .\`a\\\111C@aa\\\\\\■\\\laIIi� iiirii,gq111on\a. S• .01 ■•••i•wap4II fir./ /'all•a1111111■ •' . , 7a•\61.11•N1•aala NEM /yn111Mu1\ • • • ` ' ' ` VII rL 0.111. dlIPANNIIIIIOZWANI1111111111111111111 A RiasusuvwailGm_ dr.; c BlIMM•11B•1�IM1• / B. . • • .... \ 1111 \S011NIA •11/ N � � ' •.. VeCI NO1aB•IBMINI %II•BIBIM \11B�B1I1\ f 4 •10 • ` • .. 'aa1616aa ••gyp /,/ /I1••1IIIII•111.1NM1■ Sri '9010 • MIII 101eC1aZ.1119616.1:81 WL' iS1111r••1••11111•11111I. •• V1100160 1I,E/,%/•11111••1EN11•1111111111111111 0. •C10018k11V MMMEII••1.1INI•IIIIMMMI■ '10011aa1%IIBMI•1•111• 1•..•11 � 010 I• .i. •��. \ BI.1�•II•M�I■ 0.35' ACP + 0.65' CTB, OR 0.35' ACP + 0.45' ACB 0.35' ACP + 0.50' CTB, OR 0.35' ACP + 0.35' ACB 0.25' ACP + 0.50' CTB, OR 0.25' ACP + 0.35' ACB 0.15' ACP STABILOMETER R WE o 3.0 10 20 30 40 50 60 70 80 90 2.9 2. 2.7 2.6 2.5 2.4 2.3 2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.B 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 ,63 yb STRUCTURAL DE IGN CHART FOR FLEXIBLE PAVEMENTS S ' 4 6" r_r 1, (' r C' CAC - EXAMPLE: Ginn an 1 value of 25 and a traffic index of 6.0, cover thickness rettuir.m•nts can be determined as follows: An equivalent gravid depth o11.65' ( round to 1.7 at point A. A modiliod surfacing depth of 1.05deet at point 8 for a pavement of 0.35foot ACP + 0.50 foot CT8, or 0.35 foot ACP + 0.35 IQot ACB. A modili•d surfacing depth of 1.43 foot ( round to 1.45) for pavement of 0.35 foot ACP. Figure 326 -2a 326 -5 0.5 - 1.• B C 1 .5 . 2.0 2.5 ODIFIED. SURFACING DEPTH (FEET) n Li n. I . ( i s ct crock. 3.0 SEPTEMBER 1977 2.5 4( 2S z 625 4( Tr *26 49 cyn 4- ‘ 1,44. t3 BASIN A g.t1)6Ew1DNT ESTATES NO.4 /:=4)D‘TIon.1 s DRAINAGE CALcAALATiONS OD FT z (De C/ (i D p i l. a 1 to . t 6.3.3 ..— 3 05 . .Fei-opc-.- z • 5.23.k. t 0.33 _ = 36z. 1 34.32 Ft .k/z_3G 1 ni 2..(YDD T. 4 tOooft. pgAves kis ww?egv.1.0u,s _1.50,0 - 14 52. EY, o. 6 t s.o_ts._ - 1 952_ 0 iac.AzE C A 21.2. Kvgnel IN. 3 ..... G - 2_,N, /FT. t3"-= tss, Ervl ENT , 3 122 FIDGGvviONT FT/F - inqWnzr.../ 01 SL. 0. 0:xv■A - P 0 - CONC- SWALE E.OTVOVvi CURE NDRi) .1AL...„ Act sLope • 4 k 0 1.01 aAse.vviet4T-- CROSS- SECTIDNAL AREA OF SwAl-E 945 - 7 2 Se- CF0S5- E CT LON AL- AtzEft, oFSWft 5 var. OL L ) 5ToRAGE RER■IRED S'ro.AGE AvA1LAgL_E . POND BASIN �C. 3 1 - z -? - 1 ESTATES NO.4- / ADDI-TLoN STo¢WIWATEIR "PgNINAGE CALCuLATto•S • T ( E "A" 'DRYwaLL -t- 325 F73 5-roIZAGS (frow` 1 3 CFS okT) "Z Q, / S TORAGE z. 5(3I TIw1S6t`LraNE cwole StA. 3.095 To 4t , LEFT SwraUti < "2055" SToRAGg gc&D. 151.12 FT. aE t% c-1. z Z Fi. i* 4_ IN 12 1 N �RT. 5(01 FT. - 1k3 F 3 Z. 4 30 1 3 N0. `i'iII /cID rwI'il 5 4 t. . _z1°8. FT. _ FT. DRIVE, . z.... 9 2. FT:, c .17°. . .. 92 F iE I.91' FT.2. •L I Fz `' > 113 DATE = T/29/90 PROJECJ NAME - RIDGEMONT DEsCRIPT1ON = STORMWATER SUBAREA 1 = ACRES SUBAREA 2 = ACRES TOTAL AREA = .44 ACRES OVERLAND FLOW VALUES Ct = ,15 L = 0 N = .01 CHANNEL FLOW VALUES . L = 397 71 = 36 72 = .172 COMPUTED VALUES v1/455 110= 3.18 010 = 1.02 OA = .1.02 RATIONAL FORMULA HYDROLOGY DESIGNER = K W NOVIU K IN BAS IN A 3 ESTSTES NO. 4 ,:krrADDITION DRAINAOE Low ipoiNT cugs -- co - E.R.EVoRe.. 1R.01-4 P. 6 w (:), =- 3 L_ s.0(8-1 kft ; SUBAREA 1 RUNOFF COEFFICIENT = id / / 7 SUBAREA 2 RUNOFF COEFFICIENT = ,k COMPOSITE RUNOFF COEFFICIENT = .72954f4t;4545 ‘ fog s ontaN.1\6 z 49 = 0.5 'Z 1 1.07_ 3. (0.1G7_ Ick 0A62. =- 0. V■ 0.5 1 „ ft. CURB 6" Pee? oRebliN6 BQMSTRING CALCULATIONS DATE = 3/27/90 DESIGNER K W MCMULKIN BASIN A • PROjECT NAME = RIDGEMOMT ESTSTES 80.4 .wt7 ADD 111 ON OL'5CMIPTION = STORNMATER DRAINAGE 5.0 '; •00 3.10 1.02 410 90 320 400 2.24 .72 505 180 .57 5. 270 200 1.45 606 360 246 1500 1.21 .19 422 450 172 1000. 1,04 415 540 95 2100 .29 441 630 13 2400 659 720 ' 45.0 .24 664 810 -144 .68 66 677 900 1300 .64 .21 699 990 -291 .20 725 1080 -355 65-0 764 1170 .406 f0.(f 420u .53 . .19 801 1240 4500 .50 .12 820 1750 80_0 4800 .53 ,17 834 1440 -604 5100 ..52 .17 060 1530 -470 90,0 -50 .16 883 1620 „ 42 .16 913 1710 4000 .48 .15 940 1800 -060 THE MAXIMUM STORAGE IS 324.766C/9999 CU. HT. 25,0 Intensity Odev. Vim Vout Storage (sec.) (in,/hr.) (c.f.s.) as ft.) (cu. ft.) (cu. ft.) , 4( ThE time of concentration is 5 milnutes. Tha Undeveloped flc.m out is .3 c.f.s. V TEN YE1 R 8TT 1 8ALC 'It ( - ..“)bGavv\ONT ESTATES M0.4/cAPOrTITDN STORYAWK "DR.P.it\tp\GE. Clit_CLAL.NT(ONS.." et9 6,1.36 7- - ,03 ' \out.; 4 I S. F21 att S T.P@FNG.E.,Se QUIR,E.D s TYPE 1)F44 ELL t - 2 - 5 F . TO (RAGE - R oz o '2-QS 51 7 0F / LE ISS -z-- • poNt> 34 ¶t =A 5.52- Ft a Vbt 25 v10. 2./va /90 K3A s ..... _ ...... gt.scrYIENT •OP_ OF DRWEV‘itay r - o 0%61 FT/F Nogyji °. 161 f r LOPS 'YAL E 0.% —eyJP•■■e•-- . 5.,Wp.t-E. ort-oon-1 f sLo t oscvAt 0 .- - ‘O tD - 47-Ci 811 1 r3 114-111 4 1/49 SP (6i) ? ESTATES NO.zt-/a-SSADDrciDNI NO. ( 9 3 92- *HU (V--Wril) eksemeNT "To? OF 0.01 _12F.IVewAY FT FT 5 se se o .1.5 1 I ws CiZOSS secT VON Kt.- Ma-€P. of : 54 la v4 0- to C 4 5?- O.D Oil FT/ CizoSS-SEC AREA OF S-WALE: lista na- IS bm■syraYer r frqrrnc t ;;'q'Ar - o ,- v' ° nik-2521112P ---- t.ol 0.91 of wive C ONC. ITZTr CL 5 -• • tk \41. t_ ( ,1/4 192) _ . I :Jig/IV et - z. 5 DATE = 1/29/90 DESIGNER = K W HCMULKIN PROJECT NAME = RIBSEHONT ESTSTES NO.4 „.aperADDITION DESCRIPTION = STORNWATER DRAINAGE SUDiREA 1 = ACRES ... SUBAREA. 1 RUNOFF COEFFICIENT TOTAL AREA = ACRES OVERLAND FLOW VALUES Ct = L = N = .4 = .01 CHANNEL FLOW VALUES L = 246 72 = .17^ H = .01E = 0 = .015 TB = .1016 CONFUTED VALUES DUR 110 = 1,18 010 = .29 'OA- I - t 0.1016 o. ef • Qck a 0.o -- ALL 41r-LCY 0 L RATIONAL FORMULA HYDROLOGY COMPOSITE RUNOFF COEFFICIENT = term o' vt..ow lo Fen Gurcsa ipeelasssmm KV tt4LT o.2. 0.06.1 4.33 5 ft. BASIN 1 �LLF.Es OPENING Z tsv,ous GiaPoc)s. The Undeveloped flow out is _ TEN YEAR STORM CALC • PDu3TRINGHCALCULATInNS DV ATE =•3/29i90 DESIGNER = K W MCRULKIN . 3 czm PROJECT NAME = RICGERO�iT ESTSTES MO"4 :w'r ~ ADDITION DESCRIPTION = 5TORMWATER DRAINAGE • BASIN 8 L Intensity QUev" ;in Vciut Storage (min.) (in,/nr.) (c.f"s.) (cu. ft.) (cu. ft.) (cu. |t,: 5,0 'A( 3.16 .29 115 90 2.24 .20 142 180 15.0 1"77 .16 160 270 • -110 . 12o0 1.45 .13 170 160 1.21 .11 174 '450 1200 1.04 .09 178 540 2100 .91 .08 180 610 -450 ' 2400 .02 185 720 45.0 .74 .07 187 01C -&21 50.0 3000 .63 .06 19O 900 -710 Z5.3 3300 .64 ^06 196 990 ,S0.0 .61 .05 70: 1080 -877 65.3 ,60 214 1170 70.0 .58 .05 225 1260 75.0 4500 .05 230 1350 -1120 80,0 1800 .53 1440 -1206 85,0 5100 .05 241 1510 -1289 90.0 5 .50 "01) 248 1620 -1372 95.0 5700 .49 .04 256 1710 -1454 6000 48 04 264 1800 -1536 /HE NAXIi1UN STORAGE IS " • The time of concentration is 5 minutes. 9 02 .03 04 05 06 08 .1 1 I 1 1 1 1 I 1 1 i i i 2 . 1 I 1 1 1 1 1 1 1 1 1 1 1 I II 1 1 1 I 1 I 1 1 1 9 1 11 1 11 1 1 1 I 1 1 1 1 1 1 •1 1 1 H HI 1 1 I I 4 1 1 } 1 1 1 li' E EEC : • 1 ,; , : Ee ; ( a ) DISCHARGE PER FOOT OF LENGTH. OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (3) PARTIAL INTERCEPTION ,E.1; E RATIO FOR INLETS .OF LENGTH LESS THAN L E . DEPTH OF FLOW - y - FEET worn i■ natawerali:.--_ 1111111•1•111 1 =1110NIMINHOZEI/SAMI BIMIMIIIIIIIIIIIIIIUIIIIIINIIII•!20W4IIII HUM a/ ralardarMAHMill li nn1:1===trae r AA= courzroricanranium NIIIIIIIIIMMIIIIMIIIII 1111/1" ra 11" illial niiii , 1 II 1 , 1 .05 .06 .08 .10 .3 .4 .5 .6 • La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 • FIGURE 16 .0 6 5 • 2 Q L OS 06 05 04 OS 02 1.0 .6 i't■ leq.pt'4115."prsltki:115.■.;:cW111q.:triPLiilt:tarint,;.17.7"..)• .5 10 01 0 .3 .2 .10 .8 1.0 • Oa BASIN z)GE)Arwm ESTAT.S No.. PNDIDIT tom sff i R DizAINP4 6 0._ALcuLAT(ONS • -----'.--stPGtA-VNLABLE 1 2500 Er. kF-EA z 5. im -x- t RAO" - 14 so fi. ItT e-1 36 5_ an -7 ett - Ac- 4.. Sag s ° a k 7-- / \ IC C 4.. 'Of 0-5 FTy a 3 f z it‘ • :26 it 4130/2 9 5 F % €5.4- _ t -2-°° 7_ 5r) km° T:7:- vnzNes e ?OND 51 ? 4k 5.5Z Ps. 31 FT• VPAPeiz-NIIOUS - - 1533 z _ FT it I tn.,. • _ SToai1/46e gEaulczeb 32../ I a - C - Iee - tt. i- PKYWei... -1- k tr." Serolz•AGE Ei Drr- .7, (0.3 c..fs ovn NogntR FT. / SWF.L-E. &Ofl ic 7 / • .\‘.:) FODGewtOtC ESTATES RO/t/e251 EASEMENT . _ . F la o 0%611 FT/FT. 1 Is - — Pi-irt- „09 tA0svole,c-syqp.,..5._.--- • g * tos t ot' ef- A 3 I tO CROSS- SECT IONNI- AREA OF swkt-e 1.01 0.9 1 T C AN 114.14 1=5- SkSerteieNT 1 0 4- tE• tricligo CDNC. °Lige C 4k 0— i j t y L 5 •2_ct / I 5 CO PLC . .1. OflQj — 5 --to 3 CS CO 4 .0 1 CitOSS- SECT LON KL. ekszeft.. oF Swf.A-E. i s 7 1 1. o• DATE = 1/29/90 DESIGNER = K 14 MCMULKIN 3R2 P MAHE = RIDOEMONT •STIES NO.4 2.14frADDITION DESCRIPTION = STORHWATER DRAINAGE SUBAREA 1 = SUBAREA 2 TOTAL AREA = .14 ACRES COMPOSITE RUNOFF COEFFICIENT = .611215294112 OVERLAND FLOW VALUES CHANNEL FLOW VALUES L-0. Ct L = 0 =. .01 ACRES ACRES 115 Z1 16 72 .172 .016 S . TD = 1295/ COMPUTED VALUES DUR PIO = OA = 0,5 ON z- 010G L. =. Q 0../ D.ot4 RATIONAL FORMULA HYDROLOGY peiraTh D'• FLOW ‘R 6une1 t3aViRessoc4.1 fa 9JBPRE 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = G9 BASIN C culizia twsNtiv6 Sr, Dec? cows kivuous Gctikic)s. BOWSTRING CALCULATIONS DATlc = 3/29/90 DESIGNER = K N MCHULKIN BASIN C PROJECT NAME = RIDGEM[}NT EGTGTES NO.4 2.WrADnlTION DESCRlPTICN = 3TORMWATER DRAINAGE • (sin.) (sec.) (in./hr.) (r.f.s") (cu" ft.) (co. ft.) (cu. ft.) 5.3 4 '3.12 ?0 l.J,� 2.24 320 lGS 110 15,3 1,77 :70 27 11) 12O0 1.45 . 30 394 360 25.0 1500 1,21 "25 404 450 -46 1800 1.04 412 ' -1E8 3,5.0 2100 .91 .19 418 -212 40.0 2406 .82 .17 428 720 45,0 .74 .15 4:2 010 -3 50,0 3600 .68 .14 440 900 -160 � 5.0 ,64 .13 454 990 -516 .61 "13 471 1000 .60 .12 496 1170 -674 70. 6 4200 .58 .12 520 1260 -740 4300 "56 "12 533 1353 -017 80.0 .11 542 1440 -898 85.0 5100 ,52 ,11 559 1530 90.0 540() .50 "10 574 1620 -104 57G0 .49 .10 593 1710 -1117 100'0 6000 .48 .10 611 1000 -1109 THE MillXIMUH STORAGE IS 176.5380�0001 CU. FT. The Undeveloped flow cut is TEN YEAR STORM CALL Intensity Qdev. • 4 The time of crnczntratisn is minutes. c. .s� ;in Vout Storage I I I I I I 1 I I I I I I 1 I I I I II , I I I I I 1 I I I • I I I I I I 'I I I II , I I I r, 1 1 , 1 ,, 1 1 1 ..1, 1 ON, IMIMANIIIHI I 1 1 i __U r /4i , "T ' I 1 )/, N- • I 7 1 Cr r ttlrtr .. 1 .1 _ - 1 -4' . ..4.J. ,- 4-2,.1.4.-:_,. ' • IJ .4 11r , -:-.1--, 1 , till ill, TT I : I I I 1 I / I • 1 I , I 1 1 1 : 1 1 E I f 1 !HI, i 4 /. 1 -r 1 ,_ 1 1 r 1 1 i 1 i lin _ N _i _u_l_i_ . .! 1 , 1 1 1 1 1 __ • 1, -Ft ..4 --i---1.- .71: 4 L •L• -II - • _ 11 " Ma r . i '1 (4, I II allirenes II I ISIIMINIIIIIIIIIIIIIWIMIMMM lansisali■ Nem imam Iniamise I 1 I. I I. I I \ At I I • 1 LH ' I 141 l' : .€V' , 1-1-11 0 1 1 1 4 -h- 1 - - 7;.:0311:n216 -.LL_ 2WILAN' ;NW I 4 ir . -1- - - 4 drAg orig./fan 2. • 4 0 r '' A O 1. 1.. 1 . „ 1 11 i l_i_ H 1 1 , 1 { il l I .: I I l l'ir -I .., I I I 1 I ' 1 ' I 1 I I 1 1 ' //. i . ' i r 1 I. I- 1 1 I 1 .1,1„1, .1...1 1 i LH ';',''.• -1- I I I - H 1 1 1 1 • 1 1.:,1 , 1 , 1 1 .1 H 1 1 '' I 1 '1 I r MI 11111•111•111111211FAs nni I 11•111111111111111111MMIUSAM 11 01 111"21/5MA 1 HOhI UMESOMMECtrieggilii= DINIIIMME,102:421111111:11 0/ ON, IMIMANIIIHI N- -IIM'ilrilill 0 v A IN t IJ .4 11r MANION nror .. 1 7 OlgA4d1: 1 . - TT I : . At MIN af .01 .02 •". '; 1 . - c:LVI:Hri y:1 (a) DISCHARGE PER FOOT. OF LENGTH'OF CURBYOPESING -D" I INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW . (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAW' L DEPTH OF FLOW - y - FEET .03 .06 .oa .3 .4 • .5 .5 .6 .7 .6 .9 1. .6 .8 . . . Lk • CAPACITY OF CURB OPENING INLETS . ON CONTINUOUS GRADE 6-39 • FIGURE 16 1.0 .6 .6 .4 .3 .2 - Q a L .10 .06 .06 .05 .04 .03 .02 . 01 1.0 .s .5 • 1.0 • 3 10 Qa Nl uDGE 0 NIT E-s es 1\10.4-Zr- ADE> rrioN Si DRAINF\GE 0_,F■t_CL(Ltz.TrOINIS . ..... F1. a 8 2-0 0 %so 3‘ 135 434. zn • 2_ \(1 "e" PgY\A/L-1-s. 5(0 T. si • a c2..ciS" 5 -e 430 et STogAGe AVAi LASI-E _ 2-000 F t 10 /6\ ? t- L-P.T.5. t 0 r_C• E:ri _1?3, Z 7 A cockss 0 F — 2-8 FT. 52- / F..T. &:1 Mice - 7 3 S22.SP<E,_ 1.0 7 32:2LEAL r __ . 12- 11•14+ S REQUIRED o (41.5_r 3.113 I "7 7 ± k 5.62 F 2_0 " t4fS „ 19- 5 g Tr (Qs) 4- 2_ NOD. 2_/28ho WM TDF of 1->tallLEWAY • se F.1_V 5).10-Y- o.c•161 FT FT • 2 • i EsTRTES a-> aksevviewr s LSE ••• I 5 L g Pa ESflEnT - 7 2 5t 1 1"oei iZiipin 0 1" flu e/w /1-6711 FT/Ft ° I ll al FT. "DRnie"- SWALE „ opE tA0WM • swp.t_e r501TOW1 • toc2. toe CgoSS- SECTIONAL. Aszek oe SWALE 5- (1/2_ its * k Ot 41/4 3 1.qt ft - 2. 0.9 t •CILIIM7 c Is • 4. —1 RO. 19 419190 (-NiqvIA) D Fc S.1 43511 t f CONC. POND F. 01LOPI _ • • CF.055-- SECS PON AL.- DF SWM-E.: 51 5.e f_22.77 DESLRIPHON = STORMWATER DRAINAGE SUBAREA ACRES •SOBAREA 2= ACRES O•EP.LAND FLOW VALUES Ct 15// 170A/7 I CHANNEL FLOW VALUES L = :1 = : V .172 S = .015 B = TD = .2122 4 CO:YUTED VALUES DUR = 7.22 .. / I10 = 2.35 2 04 2 OA = 2.04 Low j,4 c.-■Ago THEReroge fgOm e6. 6- 40 1 u,se RATIONAL FORMULA HYDROLOGY DATE = 3/29/90 DESIGNER = K W MCMULKIN 3P.1, PROJECT NAME = RIDGEMONT ESTSTES NO .4 MK ADDITION 4/ i cy BASIN D SUBAREA • I RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = TOTAL AREA = 2.54 ACRES COMPOSITE RUNOFF COEFFICIENT = .341929133250 ' UIPE t-ENGS F o s MANAGEwie.N icitt 0.5 - z- 34 a 2.0+ r 4- =- 3 . DS1 ‘-i■ 3/ ria z (971 F 3.081 (0.-atrz) au cze 0? EN mt G 6" pe.EP BOWSTRING CALCULATIONS DATE = 3/29/90 DESIGNER = K W MCMULKlN 3, _ PROJECT NAME = CIDGB1OHT EGTSTES AD.4 PDDITIOH DESCRIPTION = STORMWATER DRAINAGE t t intensity Qdev. ;in Yout Storage (min.) (in./hr.) {r.{,.) (cu. ft,) (cu. ft.) (cu. ft.) '1110 600 510 9.2 * 2.35 2.04 1515 1107 408 10.0 600 2.24 1.V5 1533 1200 333 15^0 1.77 1.54 1800 -127 1200 1^45 1747 2400 -652 23.0 1500 1"21 1.05 1774 ��000 -1226 1800 1.04 .90 1794 3600 -1804 .71 ,79 1808 4200 -2392 .82 .71 1843 480() 45.0 2700 .74 .64 1856 5400 -3544 50.0 3000 ,68 .59 1883 6000 -4117 55.0 3300 .44 "56 1939 6600 -4461 3600 .61 .53 2007 7200 -51�3 � � 3900 .60 ..J2 2113 7800 -5687 70.0 4 200 .50 2.210 8400 -6190 75.0 4500 .58 .48 2240 7000 -6740 4800 "53 .46 2296 9600 -7304 83.0 5100 .45 2365 10200 -7833 90.0 5400 2427 10800 -8373 5700 '49 .43 2506 11400 -8394 � 100.0 6000 ,48 .42 2580 12000 -9-423 THE MAXIMUM STORAGE IS 510.25566 CI FT. * The time of cnnrentr is 9. minutes. The Undeveloped flow out is 2/t.f"s. v TEN YEAR STORM CALC BASIN D I r/R TO: MATERIALS LARORATOR FROM: - - - - -_G Ala LSO --_'-- Please furnish Stabllomcter R values for the soils on the following project: County Road Name(s) RID GRP /PLAT No. Drilling request ROAD NAME SPOKANE COUNTY ENGINEER'S OFF ICE Typical Cross Section Determination Dar test U actual _ FUNCTIONAL CLASS TRAFFIC INDEX Major Arterial 7 Secondary Arterial 6 Collector Arterial 5 Access Road 5 Private Road- 4 -- Sec. ------ -- T w , p. - - -- R. (Sec attached section map) f LOCATION ROAD NAME. R VALUES L A _44 1 Drainage - Percolation greater than 72 " /hr. yes_ No Est. — Act. Remarks* FOR OFFICE USE ONLY * Please note any unusual characteristics of soils and /or topography. Are the soils suit- able for the use of drywells? Are there any unusual dr ;tln<tge.considerations? 'FUNCTIONAL CLASS TRAFFIC INDEX ** These are guideline traffic indexes only. Trif f tc delta sp• -cIf i.'. te tht: - project are necessary to calculate individual traffic indexes. VS --Depa;irnent”— ��"°°°"'"°" N° 1 98424 MATERIAL F. / J ` rQ /,' Q. CONTRACT NO /y �� U NDOTRS. B.NO. �' �/ ]/J ACCEPTANCE SAMPLE N ASSURANCE SAMPLE NO. I.A.S. NO. /,� /�{ BR NO. V DIST. LAB. NO. tt-- BRAND HEAT NO. — SECTVO le a 1 �� i 7 � ice /A ( ID. NO/LOT NO. REEL NO. — COUNTY - D o n P . � GTY/COy��AG 6QNT. NO. CERTIFICATE NO. TRUCK/CAR NO. /VV//IIJJ77 STOCKPILE NO. / P, � If-�� �� SUBCONTRACTOR USED AT STATION TO STATION SAMPLED AT ' BY DATE FIELD BASED ON FIELD TEST NO. ACCEPT REJECT TESTED AT BY /I�,1� /� / •C 1 Q /ICL/n DATE // S M° QUANTITY REPRESENTED PRODUCED ON DATE ASPHALT CONTENT IN MIX DESIGN ASPHALT CONTENT REOUESTED AT JOBSIT Coarser Fine Fracture St. Dust Ratio SIS xASpT. Max. Density SCREEN FIELD DIST. LAB. SPEC'S. REMARKS: Mix Design Desired 0 Yes 0 No DDT FQRM 36".6 TrsT TEST REPORT FOR Passing Cumulative % Screen Wt. Grms. Retain -- ! 49;rrmational v l opy v.i stir a only_ r I r I r r Total Weight Remarks DISTRIBUTION: WHITE • vi HQ LAB 2 Sieve Analysis of Aggregate u\ A Mtls. File, Gen. File X Phys. Test,„k _ Q.C. _ Chem. Lab D'st.Admi Proj. Eng. 7 L R C Dist. Mtls. Eng. _ o !FORM 350 -062 RF.V7SF. 2/A9 X(2) • ASP no Q Vt Project Engineer Organization Code Phone: (SCAN) Spec. % Pass. Reg: Frac Labor od 7Y3 t 1 Teo .7c.) 4-5-A SaLE TRANSMITTAL AL 1f ik Ya KQ 63604 LAB. NO.. 7/ Other Test Results Los Angeles Test Degradation Test Bulk S. Gravity Sand Equivalent Dust Ratio S /dw On' t . 'gr'n�j. e3 4 -/ DatJIAR• 3.0 1990 By "LLB° JOHN R: STRADA P.E: -, • MATERIAI ENGI e Stabilometer::-- "R" Value 3 = - .Swell Pressure 0, Z..R Drainage Factor • •••11•\ ••■•1111 MEM bClaa KA \ •• 113011 •• % • Ma \a \• p e11 r a AMMO Zu / I ►//.. ACP + 0.65' CTB, MM AM E MMMII•M ACP +0.15'ACB morA p • @/A nn VI ' / //AMEMM + 0.50' CTB, OR 0.35' ACP L I I//Ar null MM + 0.35' ACB woma ...ow on //.//I I II�Inn ► / / / 50' CTB. nIMI/ I/InI %� /I I on ]5' ACB . :.- Inn►%//. •• cm ►1�Ion►//A7l • • In MM ►two III. MM.. /nn1/Iv.�� • nnnl I.II/In.......u.).. I II /m.m. I/I/nn/%//i IIWAI/nI//,r/InI 0.35' OR 0.35' 0.35' ACP 0.25' ACP + 0. OR 0.25' ACP +0. NMUMEMMN NOMMEMMW I/IInw(I.nn MIOMAMMMWM M M I WAMMM M I/I/n!r/ IMMI1I OMEN , i /.rMMIMM I/I/nn/%IOMMnla MWMOMM IIIII/MMMMr/lllMMMM WAIT/ //,MAMMIMn MWMMUMMMWMMMEMM MMMOMnn arn \III\alnnn 4MMUMM4, n •uII I\ 111.1\ • //c 0.15' ACP 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1 . 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS k STABILOMETER R V 10 20 30 40 50 EXAMPLE: LUE 60 70 80 a ovaain.uun wSIINIIII! •1INIU '.. •' 11 \ IIntfA'/ n111IUIIn1nnuu •\51 \xf►\4N01a11I/ Inr/, r/BI an1I111d11111In111 •.'� \ as III/rA %/118I111Ia111\I••Ia "Ieas \e565a�. w •onririrIunu111 "1111a11 \ 11•• Oo. /.rA %Innnnn11llnlnnlu ,u cma11\ 11N110SRanU.V/ mown • .• l \a• • '.' nowa atam unnnnn11clulnnl11 11 nonwo 11xx@11x`o m m /viIalInInn•i'11nnnl\ aa1111aaax In In nn I11uu x: om ...►►.., .rvilnn Innn Iu11lnnu •Rax1 nnn11 n.1�1.a1. RC II I1In n111I111d11111 ■ ----- aaunnnunnollm.11l 0.5 L) B c 1.5 2.0 2:5 3. Given an R value of 25 and a traffic index of 6.0, cover Ihickn•s requirements con be determined as follows: An equivalent gran! depth of 1.65' ( round to 1.7 ) of point A 90 A modified surfacing depth of 1.05 I.N at point 1 for pov•m•nl of 0.35foot ACP + 0.50 foot CHI, or 0.35 fool ACP + 0.35 Igot ACB. A modified surfacing depth of 1.43 loot ( round to 1.45) for pavement of 0.35 foot A P. Figure 326 -2a 326 -5 \i9 ODIFIED SURFACING DEPTH (FEET) SEPTEMBER 1977 • • 1.8111, MM 1111119 181111 Ham I116891C0\ !•111001 s . /• INI s 1!1111. • •' ` 101181I `• 11111 �• // 1 110 1 : M 1 8.11 1 era LLL•1R1 0.35' ACP + 0.65' CTB. OR 0.35' ACP + 0.•5' ACB 0.35' ACP + 0.50' CTB, OR 0.35' ACP + 0.35' ACB 0.25' ACP + 0.50' CTB, OR 0.25' ACP +0.35' ACB IA 14 MMAI VI WAS ar/IinIIIRWI■ ■•NN• MIIIVIRMIIIMOMAIRIN • I I ///.rl.•M II ' ' / /i1MMfl I I ►///. //, MIN ' Mr4 ' II // �IIIIMMI// /. 81Nr4r4.MPr. � 0 ACP • a MN / /.OI• NM PAW l!//.r/I� •••• MIME ' % /.: 'aG 0.25 ACP INNMEI %rl.E OMEN MPRINMWAINIAM •••• It ter. : 0.20 ACP �� MIM nninraw 0 ACP 2 1.9 1 1 1 1 1 1 1 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS 10 20 STABILOMETER R ALOE 30 40 5' 3.0 • 1 1 111811 2.9 - • 11 11 28 k ' • 1 1 1 '11 1 1 • • • 2.7 2.61 ` . s s 811 8 MIME • • .•• s \III I NMI 11 2.51. s • ' III 11111 1 I•I• ■. 11 1 2 ' ! ' • I01•il0 II 2,317 s s . ' . 1 .. 1 1 \ 1 s RI! ' 2.2 � ` \011C81••OIDO11 • I. , • \il\\\AS•It181I11I1 2 • OII. 8 10n1\tf'I • 111111 •\•1818 1.111Ca•a • • ' 11811 ►`1\111 ' •1\\1:11\811 \ • • 111111 48•8.1. EOM: • ' . s s 11.111 • NUM •11111 11011. • s •'' 1NIII 11! • . s "111111 ••110M110 MOB EXAMPLE: 60 70 80 90 • . r%%i:r recta a•wl %r1 a,1•'n..P/,IIi IIIPAHME L!'4 I/•IaI.w1/.%Al. III I aa1t1%%I.11 • rr/IINI!•%7,a1♦I• •M••II ii /,rL101�11 7 \•Ill . i r 4r4Sa , %!',iI .I1 •�.rl //.'1'111MM11 •aaa/eFINRIG ,,118•11•.11 • WWII INAII1111MIN18 1` MISS / /IAMMIU/AI818nMER11 '•i$itI • . • • • VW WA .I/ %IIIIIIIII•IN11 • -•••.• , NC.. •nil.II Di lls • • • • • R\O. II A _ ��% %71./1�••1��11 1110\•1 \81 811a •.' •/II/NIIIPZ741f1 • . 1. ' WI .'•.• i,.6111f1411111MI• i0801110MRCMM.rs *110110#., • . rMIIRMAIIIaiP•OOI• • .. • IRICOCI ., /I/.1I•1.1�11'11.1��11 Gt. . • ' •RRI•IaOB O \ 111/I��r /,vi11111 �IFIU1•su 0 1 10 1 88 NC►\RIIRBCO86\\IIaEIMI/.' 1I1151M•11 • 1 18111 •RDD.IBCOCAO..IwINOMIllMIMII lniM•l• .•1.1•D.0CCOBCOCB'B.8IMWM l•1mu1111111•u••11 1 \. 118 /MIMg11II1IIII11 •IIM.11 •I.11111M 8••iC•BCBO /.P /.%IIIIIIIu1II.1M111111RMUR a•�l1a • •r VI�11•1111.1011111MM11 i1RC1 CBr/i/I.•I.OIIpa•E••1IIIM1• ' RDCCC.L.CC I71aM1•A1111fl I.111MM11 \•%/ ■I ■ 11.1.II 1u11•M1. /IM..�11 IIMIMM•1: 1.11••11 ME MI MUM 1111111 LIMNERS e c 1 .5 2.0 2 Ginn an R value of 25 and a traffic conr thickness r•9uir•m•nts can be An equivalent grav•1 depth of 1.65' • A modified surfacing depth of 1.05 1 of 0.35foot ACP + 0.50 foot CTB, or O A modified surfacing depth of 1.43 I pa•m•nt of 0.35 foot ACP. Figure 326 -2a 326 -5 MODIFIED SURFACING DEPTH (FEET) 1 index of 6.0, d.•rmin•dias follows ( round to 1.7 ) of point A. ••I at point 1 for o pavem•nl .35 loot ACP + 0.35 foot ACB. ool ( round 10 1.45) for 3.0 1t ` 17a -fr 43Y 6 11 SEPTEMBER 1977 1334 H1d3U PERC -RATE ONIS -S )INf 4O-)$3 t OVS-S m 31103 -0 'ON 3ldf1VS 39(11 PENETRATION RESISTANCE (N) VALUE BLOW/ FT. % '1N31N00 311f11S10W O L MATERIAL DESCRIPTION I GROUNDWATER - - - - - N o tl v v , ; u t TM !-- — _ _ r 5, /t7 /bawl W/claY, staved And c.oU& — — _ _ — r h ` 0 //1to \ 5, /t7 5 roue/ W / 5 e 9 r „.Tc 4- c 1 is t's.4 o 'f Bo/ 1°9 - No 2c � " Sa/ s JOB NO. LOCATION DRILL DRILLING CONTRACTOR SAMPLE HAMMER: WT JOB TITLE FEATURE ANGLE s SUBSURFACE EXPLORATION LOG 2.3 R DROP Es-} R ,,'�' 2 _ 3 I's ( BORING NO. CBa SHEET Z N o COORDINATES DATE 3 -/ 3 - 70 BEARING REF EL DATUM DRILLER ,'. n f'" INSPECTOR TYPE NOTE: THE LOG OF SUBt3URFACE CONDITIONS SHOWN I£FEON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. .1334 H1d30 31VH - 3213d ONIH —H OV8-8 co 3H00 —O 'ON 3ldVIV3 38(LL PENETRATION RESISTANCE (N) VALUE BLOW/ FT. % '1N31N0 31:1111S1011 4 \D Uo MATERIAL DESCRIPTION GROUNDWATER - - - - - - _ l N S a 6 l 3 - - — _ / M\ 44 , 0 .1. .2 � y +� 5,117 /oavi GJ /Clay , 9 rave/ and c04b&_ ) CSawne., a5 ,� l S " 5a rr.? l — — _ _ _ — 1 �. D �s t SI i77 5 ✓avci W /de¢oN2posei y ✓a„,ri + co64'c. - — �j /' �i✓IG O -F 13 0 ✓in y ., '1/4. RC F-,-'f e/ 8 JOB NO LOCATION DRILL 7 S Z DRILLING CONTRACTOR SAMPLE HAMMER: WT 2. OF 2 SUBSURFACE BORING SHEET NO 2 . E X ORATION LOG R JOB TITLE 23— 9t- T avi e_ FEATURE COORDINATES DATE 3 -13 - �O ANGLE BEARING ry � R F EL DATUM DRILLER m e Cod /u..,,1I INSPECTOR ( /z3 N ot zt l DROP TYPE NOTE: THE LOG CF SlBBURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATF INDICATED. IT 18 NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. 35 L G4:::HNEc..1 011 IF I1 lL\ STS.. �1NC■ 4 Lin -.... ginc==arc its! )-,- 12. L.T. E�CTQ A 4 LL `SS C.. 1' 114.56' 1 G x� AS Tb C> a..1ES �O \ ON PL ANT 4 2� TIMBERLANE NO. 656 & Jp tSk \ ogS W 7 3w 0I CF BEFORE YOU DIG 456 -8000 ONE CALL NUM?ER 24 -HR. NOTICE REQUIRED +7Z.s AO �L1 E14. Mr. M. N. RAI5E. CD. Zc , T o L_E v. 2.0 3'3 ASlNb01"1 6, • \ • 4 bQYW ELL SUMP A>L■IA4E G,. \. x B.M. ELEV. 2033.46 " +" ON WEST END OF CURB RAD. AT S.W. COI?. OF TIMBERLANE DR. 8 24TH AVE. 1 GONS� @. EI�C 2 coxes AS c z A 3 ETA. 2 I Ab ] USA E1c IST. 4 L o \ CD.Cg Tb E E \/. 20 3S. 74 P Poss1 BL 1= r ABAl■C:001■ b�yW E�l� i 1� E1C \SA c ncreTc, ca P belo'c,) 701' a4 c.c-t rb r, _, / / 4 / 1 / / / 2 %2 4'ecT� : T 2 • REMOVE CULVERT PIPE_ y2 STA . ,2.Z 15 -a►JST EXTPA dEPTIa OQ 1\n/ELC 5 .� 6 114.7' SCALE HOR. VERT 1 "=5' NOTE: S TA. 20+ 78 TO 23+05 SEE SHEET NO. FOR DETAILS ON THIS SPECIAL DRAINAGE CONSTRUCTION. /00 Pta�J _ STA. 24 + 1 -1-2. AoiLI T E�t\sz S.th.1a 1 A4%5C I .13� 7 LC4El?›. "1 P f SEE S!\EEZ No 02. b SURVEYED APPROVED 100 CuLVERT E SHEET 5 OF 9 SHEETS 8 SAN . SE -PT. 8 191 rn 1 ROAD IMPROVEMENT DISTRICT NO. 28' CAMERON CT SONORA DR., 24 TH OFFICE OF COUNTY ENGINEER SPOKANE COUN WASH. OUN Y . ENGINEER • .00 1 3 :� T � co/ 1. urb Cut 1 '6,n-1 (PI ) • / 16,4.94 � Single arrel Drywall , Ty SpoKan Couvri•y Standa Metal Fro. e Grate,Tv, STA. 8 +45, 25' Left To Grate , = ev. 2022 Pond Bottom = key. 2022 LnI oI 23 RD 123.40 Z p34 7 ( */ y p1 (•,'I/ 1—\ I\ Il t J �a •- • AVENUE 11 \11 __J 1 1 )) i/_ -- Co/struct 5' Curb Cut u deep e STA. 8 +5 b Cut Of S deep STAt 53 N S''Inng1e Barre Drywall Type A v SpoKo.ne Co my Standard Metal Fro. e. T Gro.-te,Type 3 ✓ S-CA. 8 +4 2.5' Right Top Grat 022 s E1ev. 2s P / Pond ottom , Elev. 2022 se C 8 C 3 G"; T t 203 s4 TC _ • 1 3 2 \26.44 1 7 / soo 61 = -1,50 62 = 2.3 LENGTH OF V.C.= 40.00 P"I" STA. = 185.03 P.I^ ELEV. 1+65.03 24.87 1+75"03 24.77 1+85^03 24"76 1+95.03 24.85 2+05.03 25.03 1+80.73 24.75 1+85.03 24.76 LOW POINT 24.57 AXX ^ / 8" / v f / `- / �/�� �/, � » y u ^ D / / / G1 = -1.75 G2 = 2.60 LENGTH OF V"C^= 62^84 P.I. STA. = 363.00 P.I. ELEV. = 25.45 3+31"58 3+32.58 3+33"58 3+34^58 3+35.58 3+36^58 3+37.58 3+38.58 3+39.5R 3+40^58 7+41^58 3+42.58 3+47.5B 3+44"59 3+45"5R 3+46^58 3+47.58 3+4P.58 3+49"5R 3+50"58 3+51.58 3+52.58 3+53.58 3+54.58 3+55"5B 3+56"58 3+57.5B 3+58,5R 3+59"5B 3+6()^5g 3+61.5g 3+62.58 3+63.5R 3+64.5R 3+65.5B 3+66.58 3+67.5B 3+68.5R 3+69.58 3+7O,58 3+71.58 3+72,5B 3+73.58 3+74.58 3+75.58 3+76.5R 3+77.5R 3+78.58 3+79.58 3+B0"58 3+81.58 -TAun cr.o oi 26.00 25.98 25"97 25.95 25.94 25.92 25.91 25"99 25.88 25.87 25.86 25"G5 25.84 25,83 25.82 25.82 25.81 25,80 25"80 25.79 25"79 25"78 25.78 25.78 25.78 25.78 25.78 25,78 25,78 25.78 25.79 25.79 25.794E 25.90 25.80 25.81 25.82 25.83 25"83 25.84 25.85 25.86 25.88 25.89 25.90 25.91 25.93 25.1/4 25.96 25"97 25.99 _ 3+83.58 3+84.58 3+85.58 3+86"59 3+R7.58 3+83.58 3+B9.58 3+90^58 3+91.58 3+92.58 3+93,58 3+56.86 26.03 26.04 26.06 26.09 26.11 26.13 26.15 26.17 26.20 26.22 26"25 . 25.78 LOW POINT / �J /�h /^r/v7 I �/ / { PROFILE � �/' ``` Rap , - � v ~` ^ � �~�����/ �f ^- i � |� /|�vuo�!��^% ' 4+56.12 PI L= 0.000 L/H Pt.= D,000'@ 0 Grade=• -1,472% 4+56"12 ' � 29.600 4+60 29.543 4+70 29.396 4+80 29.248 4+90 29.101 5+00 28.954 5+10 ' 28 5+20 28"660 5+30 • 28.512 5+40 28.365 5+50 28.218 5+60 28.071 5+70 27"924 • 5+75 PI - ' 0.000 L/H Pt^= 0.000 {� 0 Grade= -"799% '5+75 27^850� 5+80 27^810 5+90 . 27.770 6+00 27.650 6+10 27.570 • 6+20 27,490 6+30 27^410 6+40 27.330 • 6+50 27.250 6+60 27.170 • 6+70 27"091 6+80 27.011 6+90 26.931 7+00 26"851 7+10 26"771 7+20 26.683 26.691 7+30 26.576 26.611 7+36.36 PI • L= 50"000 'L/H Pt.= 26.920@ 6+71"409 Grade= '1.800% 7+36^36 26"497 26.560 7+40 26.449 26.494 7+50 26.302 . 26"314 7+60 26.134 26,134 7+70 25.954 7+80 25^774 7+70 25,594 8+00 25.414 8+10 25.234 8+20 . 25"054 R+30 24.P74� 8+40 24"694 8+50 • 24,514 9+60 24.334 8+60 24.334 � 8+60 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAR VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED • GRADE #1 = -1.47207267833 GRADE #2 = -.799454635597 DESIGN SPEED 40 . LENGTH OF CURVE (CALCULATED) -1474 LENGTH OF VERTTCLE CURVE (GIVEN) 0 GIVEN IS LARGER RIGHT DISTANCE 274.66101694 CREST VERTICLE CURVEk CALCULATE LENGTH GIVEN DESIGN SPEED • , GRADE #1'=-^^799454635597 GRADE *2 = -'1.8 DESIGN SPEED 40 LENGTH OF VERTICLE CURVE (CALCULATED) -847.91596226 LENGTH OF VERTICLE CURyE (GIVEN) .' 50 GIVEN IS LAR8ER SIGHT DISTANCE 274.66'101694 . , / q �� . y�8/y &/� yu�r� '�+////�`/ �,/'``' v7 /u,v,` �^�/ / ` PROFILE �� �/qCw�O, ' � �� `�»r��,. � 0 ^�v �� y� Art- 4+55 PI L= 0.000 L/H Pt.= 0"000 @ () Grade- 2"644% 4+55 24"260 4+60 24.392 4+70 24.657 4+80 24.921 4+90 • 25.186 5+00' " 25.450 5+00. • PI ' L= 0"00() . L/H Pt.= Th0.000 @ 0 Grade- 2,395% 5+00 25.450 5+1O 25.69O 5+20 25"929 5+30 26.169 . 5+40 26.408 5+50 26.648 5+68 26:887 5+70 27.12) 5+79.32 PI L= 0.000 L/H Pt^p 0.000 � 0 Grade= 2.778% 5+79^32 27.350 5+80 27.369 5+90 27.647 5+90 27.647 5+90 PI L 0"000 L/H Pt.= 0.000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.64444444444 - GRADE #2 = 2.3953605648 DESIGN SPEED 40 LENGTH OP VERTICLE CURVE (CALCULATED) -5063"24511427 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 274"66101694 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE *t = 2.3953605648 GRADE #2 = '2,77777777778 DESIGN SPEED 40 LENGTH OF VERTICLE CURVE (CALCULATED) -3010.43812619 LENGTH OF VERTICLE .CURVE (GIVEN>, 0 GIVEN IS LARGER SIGHT DISTANCE 274^66101694 � / /' 8U �� v/��� mJ � � /U�/ [Q�� / /�« / PROFILE � 3+25 P7 L = 0.000 L/H Ft.= 0.000 @ 0 Grade= -2"778% 3+25 26.500 . 3+30 26,361 3+40 26.083 3+43 PI L= 0"000 L/H Pt.= • 0.000 @ 0 Grade= 1.5967. 3+43 . 26.000 3+50 • 26"112 3+60 � � 26.272 3+70 26.431 3+80 26"591 3+90 26"751 4+00 26.911 4+10 27;071 4+20 27.231 4+30 • 27.390 4+40 27.550 ` 4+58 ^ 27,710 4+50 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 2,600% 4+50 27.710 , 4+60 , 27^970 4+7CL 28"230 • 4+80 28.490 4+90 28"750 • 5+00 29"010 5+00 PI L= 0^000 L/H Pt.= 0"000 @ 0 - :Grade= 2.289% 5+00 29:010 5+10 29.239 • 5+20 29"468 5+30 29.697 5+40 29.926 5+40 29^926 5+40 PI L= 0,000 L/H Pt.= 0"000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.77777777778 GRADE #2 = 1.59813084112 DESIGN SPEED 40" LENGTH OF VERTICLE CURVE (CALCULATED) 238,229257991 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 274.66101694 SAG VERTICLE CURVE, .CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 =, 1,59813084112 • GRADE #2 = 2.6 DESIGN SPEED 40 LENGTH OF VERTICLE CURVE (CALCULATED) -8o��,4517613 � � LENGTH OF VERTICLE CURVE (GIVEN) 0 ' GIVEN IS LARGER • SIGHT DISTANCE 274.66101694� � CREST VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED . GRADE41 = 2.6 r:n4nF *7 = 7'7RgR9Rg8g9 N J / t inak* 3h crqi o 0 /� �� �� g ^ DESIGN SPEED 40 LENGTH OF VERTICLE CURVE (CALCULATED) -3944.24939471 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE- 274.6;6101694 TO: V "> G. ��I Sow V— { f'� �c..,o en. T � r/I� e. tint SUBJECT: R, d � r w - � \ - 4..-r-3- G1 TAAc_3 t CZ�.1 �j RD — A c e l 4 n 4 .�. 'y ir DATE: t-Z ( 2..1 1 9 0 Th,s St. to- V,..,,t . 0g s4' - r.A - EN 'Al -s hots rc „ 41 F„w. d- p C -1.. c. A- -A-Le. , Tk,f n a,. --4 t,.1 . xessihrow he. .1p clwy ,s ngce-d. +r. 4-, lkn. , J Cf- +k v 4,in..dIt k , re...q,,re.I r .. +k no.. --4-L nn - L.,1 €. ea.+ C - 4 - - - 1 - - 7 4-00. . T le- St th._.t. CLARENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS 4 N. 909 Argonne Road 0 .- Isb Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 Signed l Ac..) 22ND . COURT Proptr4Y 'Line Scwk m fEc.-F ZO 10 O LOT -1 BLOCI -1 130 401 S' 1"1. RIDGEMONT ETATES # 4 - 3rd Add, rounEetl 1906 v F Vimp E7iyineers,- Inc: • = �3� CIVIL ENGINEERS & LAND SURVEYORS G'P0.SS SOD.: N.909 ARGONNE ROAD SPOKANE, WA 99212 . PH.926 -1322 TYPICAL. SiJALE SECTION No Scale I 0 -r '71 d 1 0 Raw __ ttl lO I1T b W • Grabs Sool. }II Prope.r4 Y Like SIrq- 1c Barrel OryG,cl1, To p of £3X&4& 202¢.69 Po >\d 504 #owm G lcv.2oZ3.59 'I -`TYPICAL SECTION . .Scale in Fee.-4 20 10 0 • P 2DP LINO. eee 1946 5 _I _I 611CURI3 GUT ova Bonow&7 tG.ress s a LOT -a BLOCK= RIDG.EMONT ESTATES % - 3rd Add. ® irpson Engineers, Inc CML ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1322 • • • Dn.-IN/ELL Gr...ss Jo D 2%. O U L5 n ex -\ ( C".`e Pro CI .TYPICAL POND DcrAiL 2 TYPICAL SioALE SECTION I ' Uo $coj e, i N No 5c.wle ' -- - I - . N -u S G' . . ' ' 2 .j s 3 P1 Rm./ 1 10 °— _ 1 fo °, to �I5 1 1 0. 0 0 a lam, Drywall :..LOT -3 BLOCK - 1 R I DG.EMO NT ESTATES 4 4 3rd Add Grass 50.1 ® rounded 1948 impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909, ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 0 z cV TYPICAL SVA No Scn. 6 13t- T 15 R A V 0 ' 7F 309 L'rabb ." y P ? LOT- _4.13 LO.CI< -1. RIDGEMOt4T ESTATES #¢ 3rd Add. S Foam/ea 194 itnpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909_ARGONNE ROAD SPOKANE. WA 99212 PH 926 -1322 1 3 9- Dro..lncL9c: Ea_ mcna- 100, , Pro licr4 -∎ /' Line -t Ti M13ER'LANE DRIVE_ SCALE 1N FEET TYPICAL SWALEl_SECTI01.1 _ NO :.Scaae_ . - 2A 10 O 1 16j rr c.rws sod LOT BLOCK- 1 RIDGEMONT ESTATES /4 4- 3KIAdd. S round. 1946 in4so En n.gineers, Inc. , CIVIL ENGINEERS' & LAND SURVEYORS' ,N:909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 -r :� 0 ' L 0 0 1- r 00 If? r f 1 - D - 30` 0 Z N cHd i • Cct..5e.tneireVt 1 611 - 1 1= 7 4 ' � N 4 3 N 3 TINIBERLANE DRIVE I .G curb *.S o 0 Pimp et-y Lire .Cons }ruc -F 8 Cur b Cud S"decp Sin. 5 +53 io � / / / / /� /� , '� �� // Z/j� //1144 19 SII r3C Barrel Drywe.II, Type ;A Spoka.wc Coon - fi r — — �-. —, — — — — � • - S +4h dqr d, Me...-6_1 Frame / . M or:uncle& EOSe Ce.n� f , ■ .E Grd4e, Tyre 3 s+a: - 25/ R1964, Top of`Cra4e, 13 I +i Elev. 2023.75, Po~`d 510-1-46 ,-- - - _ �6_�Idlrl9 Se�bac.K . I EI eV, Zo23,25 — Por ck 51° orruv e ,Eu.serncn-1- 81.10 Q a, ts» Sod 10= 72 R4 , • qs L 13. 9 = 5= f end: er..se.+.e v . - � . — ov 33 _.Pe..d B 44om - Grans Sod - . _TYPICAL SECTI0I.1 Sc41e: m FecA ORA) AIACLE Pc4 D 20 10 IAo. Scale . Lo+- 1 Block - YPICAL SWAIE SECTIOAJ RIDG.EMOWT ESTATES 4 4 3rd ADD '1•115 NO Sc4I e. Founded 966 05' Engineers, Inc. CML ENGINEERS & LAND SURVEYORS • N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 , . LOT -2 BLOCK -2. _ RIDG.EMONT ESTATES 14 4 3rd. ADD rounded 1946 S impson Engineers, Inc, ! CIVIL ENGINEERS At LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 ' ra ndec 19.6 . ZO : JO . O LOT -3 BLOCK-Z TtIDG.EMONT ESTATES /47 4 3rd Add. Vimpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE. ROAD GPOHANF WA 94217 • PH 07A -1399 - ' LOT-5 BLOCK -2 RIDGEMONT ESTATES * 4 3rd Add ' Vinzpson Engineers, Inc. COIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 •PH 926 -1322 01 Pro m �aulla:■ 544bcick 72.2l•• l jw 30 .. RI 7_ o z 2� 5= 9" 4s 12 W d r w � _Pond so44o.,. J _ TYPICAL: Po IAD _5ec.71i µ - „, �. + . go sr a e LOT Iri1)BLOCK -2. • k 13 • 102. • w YYPl AL SWALE SECTION RIDGEMONT ESTATES # 4 3rd Add. • ry 102 ti0 SC41G .- F nd c +9. 1 = Vinnpson Engineers, Inc. 1 CIVIL ENGINEERS & LAND SURVEYORS _, C-1"0.-46,e08 I N.909 ARGONNE ROAD. I SPOKANE, WA 99212 PH 926 -1322 • T1M8ERL1aNE ORIVE Double Barrel Drywall Top of G•_rn.le 202.5.50 / 7 i • • f 3- 1 Curb Cu•� N N Z 0 0 C • Pond 13o4-4om 2025.00 Double C3o.rrel Drywall _ Toe of GGrnke. 2o25.so Dro_iwx3e. e.c4.seme.n4- _ Scala in Fee4 TYPICAL SWALE SECTION No Sc4,le- 1 U R i w 15° c i f 1 106 , 0! et re • Grass Sod 1,5 a— LOT - 4 BLOCK -2 RIDGEMONT ESTATES # 4 3rd Add. Landed 1946 inayson Engineers, Inc. CIVIL-ENGINEERS Sc LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE; WA 99212 PH 926 -1322 =247W ay Pa..ar 07, rH. Ler,,8k.' Fs r.I B •-• (ivo. 2496- f „D� /v 89° 2;3' /7” W N • - • 2 E /0. 52' (- - 43. 7) 24TH AVE. 12 ERON Cr- oN ti D.: /�s e 4F xQZ� ;Q. • IV • {V i 1, ,0) � / Q S 1 h' p2 °38' a„/ Dt?. // 1 . 41 tIN p C 16 Rt. x 2 / Z 6' T 81.4' ■\\ N LL 1160.2' 0 36°04! , C 20° Rt. 793.3' I L 1 80.3' S des Q Z Sty 6 k-Lot 2O,81k1 S89 °81'E S ,/.z Cyr- - �u Gavr ?6 DRIVE DATE D ESC/ /A T /ON 6- /5 72. THIS SECT /ON REARO•DUC D FROn� L /NEN TO MyLAR. G•Roy • 25-44 NEI/4 25-25-44 Not Plotted CO NOTE S-t f low irt9 3R Aaa itioh will lie o-f - Future d9emont will be considered ih drainage ?tans. off Ridgemorrt Estates No.4 w i -thin the drainage areas Estates subdivistovts, and future Ridgemovrt Estates' Single. Barrel SpoKone Conn Metal Frame Top Grate. , El Pond Bottom, Ortwe\t, ty Standa Grate ,Typ ?N. 2024 os Elev. 2023 8. f f f L ! b ConStruc* G` Curb Cut A G deep a Low Point \ a 4, 0 ' / tGk.94 et - `I • I , = Single Barrel Drywell ,Type. A Spokane- County Standard Metal Frame # Gra 3 STA. 8t 45 , 25' Left ti 75 � To Grate , E1e..v. 2023. -- O Pond ESoitom , Elev. 2023 25 ti in! o� �m� o 7 23RD / / / f t/ p 1 fl/' , L. #%.•\ Construct Curb Cut B' deep e STA.8+55 Construct e Curb Cut S` deep @ STA. 8-+- 53 3 ..'. %■I r ti �- AVENUE Single Barre Drywell Type A Spokane Co n Standard Metat Fro. e T Grote-,Type. 3 STA. 8t 4 , 2.5' Right To Grat , Elev. 2023 Pond ottom ) Elev. 2.023 25, ._ 1• t- % I _1 T TYPICAL ROADWAY SECTION W NO SCALE 1 0;7 .. V / r;;v .. • z,; .j..,.. moo' o , Grass God 10.0 .11 6-7 FT /p 13.0 0111111111001=10 111110111010001111111 J 3 N R/w Y 10.0 /g' .1 ■3 "ice 1\• H 1.5 Asphalt Concre't'e Pavement C IaSS ` , 2` Cornpo`cted Depth A5pho.1 - t Content 5 to 64 (W.S.D.o.T. Spec.) LEGEND = RUNOFF FLOW DtRECTtON = DRA\•AGE AREA BOUNDARY O = DRYWELL Scale in Feet MI= MINE 50 0 50 100 2.8.0 t8.0 .0218 FT-/F 18. 2. 5.0 .0278 FT /FT. Crushed Sur ,Top Course Co" Corn?ac Depth (W.S.D.o.T. Spec. Type "A" Cement Concrete. Curb, SpoKo,ne. Count Standard To Curb Grass Sod 2.0 0 DETAIL : TRANSITION IN CURB AT DRIVEWAYS AND DRAINAGE CUTS "T rahs'ition Driveway Gutter Line -- Drivewa Cut Oe press ton 10.0 Cement Concrete. Drivewat,. 13.0 1.5 4.s -•- Rfw 7.0 Vari CHECKED BY: C E S 1 0.0 10.0 Normal Swale. Scope o. o1G'! F'v /F • 7.0 Swale. Sot DEVELOPER R/ ®1� /\ DRAWN BY: K.W.M. 1.5 9.0 TYPICAL DRYWELL LOCATION NO SCALE I rt-- -- Dr yweii TYPICAL DRIVEWAY SECTION NO SCALE 13.0 Grass Sod • - Typical Section: Dratrtage. Pond - to be Constructe.d where shown on plants. See Drainage Plan Sheet 2 - of 2 - for pond bottom divnensions. 5.5 l.5 iztit a I+--r► .05 Fl /V* NOTE: Drywe.tts are 110 placed directly adjacent to curb cuts. See. Plans - For dre welt location. Drainage Cut Transit ion C s sion (G° dee Cut where Depre 5 1�own� G" Curb Cut' 1.1 Slope -,min. : 3:1 slope., max.. - From top of driveway to b ottom CR Swale_ ..- 5.0 -� 8"deep Curb Cut DATE 1 RIDGEMONT ESTATES NO. 4 - RD ADD. DRAINAGE AND STREET PLAN CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926 -1322 SPOKANE, WASHINGTON 99212 12/3090 1/4-191 PROJECT NO. I Zz 90 DRAY 7 DATE D E SCR 1 ,o T /O N 6- /5- 72 TH /s GEcr /oN REPRODUCED FRoi i L/t Eni TO AMyLAR. G. Roy 24 7`H T.P. x/9442 -" , 04001. m c0 h T j 2 f , I t- ett L e t / ..a U1 / dl tq / /Q. 9� - \ ?I A cep /N i 1' 1/ A25 c16° iRt T 81.4' L 1160.2' BY• , NO. 2E496,- / , \ 3.L N89 ° 2:3 " /7 "!/1/= 2E lO. 52' ( 2G36 .7 ") 7 S/fd Co rCD 4 2 -0..6a' ..Lot 20,BIk 1 400F'1.. RF TEF.iTI ON POND SITE ; <,; (•c>, ? DRIVE - r: 8Y o nT t 24 , /6 ,7f, 75- v. 0 dR E. r. E 4z 5 a �.'%_ I HP -OV "-'I /0'T E : L_14 BK1 24 ! 9 19 5 S rs 9 ° !/ '44 "E - /331./9' �Jr�/ �" S EC . CO F�.�jG�J V — ; Li N ASSESSOR 1 TIMBERLANE 2nd -@• 44 - L . d O M = 52 ° 01'13" R = 15.00 T = 7.32 L = 13.62 O 0 ci 30.00 ` \()\,.. . 2 curve data A = 90 ° 00'00" R = 20.00 T = 20.00 L = 31.42 lot areas S 89 °32'42 "E 175.97 /A\ 1 35.00 3 11 N 75 tivR7 15' DRAINAGE & ' ' UTILITY EASEMENT ---� j \ N a \ \ A = 15 ° 13'11" R = 735.00 T = 98.20 L = 195.24 LOT BLOCK AREA 1 1 13,557 SQ. FT. 2 1 16,384 SQ. FT. 3 1 17,734 SQ. FT. 4 1 13,129 SQ. FT. 5 1 12,500 SQ. FT. 1 2 12,209 SQ. FT. 2 2 16,111 SQ. FT. 3 2 18,184 SQ. FT. 4 2 15,254 SQ. FT. 5 2 14,720 SQ. FT. 6 2 12,125 SQ. FT. 164.94 1 0 = 136 ° 41'15" R = 20.00 T = 50.37 L = 47.71 BLOCK _ 1 z O at 00 t0 40.97 -6 _N77 ° 57'33'_W(R) _ - N 77 °33'33 "W(R) BUILDING SETBACK LINE / . / / - N � . N /� /.C \ vvOl // \ ( , t -_ 1 i 4 -4 11 -- K, J cri, o 25 z f • 1 o � ,1 j 1 % t3 m 7 4 0 3 , 25.54 25.58 1 /2 S 202 ' °o m/ O ep , / / k, / cry / 1 / , // , `? 0 / CO 4 ®® 1 'Spokane C,6unty Treasurer 50 / 1\ • \ N77 °07'50 "W(R) N 89 °32'42 W / Examined and approved this Spokane County Assessor Examined and'pproved this , Spokane County Engineer - - 374.46 -- SCALE IN FEET 0 50 4 0 6 SrRijO o , s 0 85.00 4 54.46 1 t /'l/ BASIS OF BEAMING The bearing of N 89 ° 32'42 "W along the North property line of Lot 1, Block 2 of Ridgemont Estates No. 4, 1st Addition was used as the Basis of Bearing for this plat. COUNTY OFFICIALS I hereby certify that the requ land have been paid this // 1% 11 ® by (1,,AwYP Examined and prove this f Spokane County U lit es Director Examined anndfapproved this day by �� Examined and approved this day of eY'Spokane County 'Health District Officer Spokane County C mmissioners Chairman Deputy day of Deputy day of / -G 0 day of APR-) L. Y � 9 of 100 ■ O f 4 0 .5 BLOCK 2 1 83.88 red taxes on the Aprein platted day of , 1991 „rr , 1991 , 1991 , 1991 , 1991 Spokane County Planning Department Director. Examined and approved this . day of , 1991 , 1991 S 85 °04 83.88 '1 RIDGE M3IJ i E _ 1 t 1ai)r)1 t ION 4b 40 I � S ' °33'20HE v ► 0 1 E 126.44 11 1.00 N 1 88 ° 41' 1 I E(R) 1 -.--- BUILDING / I SETBACK LINE /. rn 15' DRAINAGE & r' UTILITY EASEMENT 3 1 26.44 Is 0 JO AO eso A field traverse was used for ro . this survey CO ■ My commission expires R1i193 o = Set 1/2" rebar, cap # 8642/9967 or as noted = Found 1/2" rebar, cap # 8642/9967 or as noted = Subdivision boundary A one second theodolite and an EDM were used for this survey ,'r /-, LEGEND SURVEYORS 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. Charles E. Simpson P.E. & L.S. #9967 Professional- Engineer.and Land Surveyor Z9 .'gl ACKNOWLEDGEMENT STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) On this 27/ day of March , 1991, before me personally appeared Kenneth J. Tupper known to be Managing Partner of Sullivan South Enterprises, a Washington partnership, and also known to be President of Tupper and Associates, Inc. as the individual who executed the within and foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to represent all the partners in said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in anti for the State of Washington Residing at Sp o K rA h e.. , Washington DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and Tupper & Associates, Inc., have caused to be platted into lots, blocks and streets the land shown hereon as "RIDGEMONT ESTATES No. 4 - 3RD ADDITION" and described as follows: That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. described as follows: Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 - 1st Addition as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said Ridgemont Estates No. 4 - 1st Addition, S67 ° 45'35 "W a distance of 77.37 feet. thence'.S85 ° 04'03 "W a distance of 83.88 feet; thence N89 ° 32'42 "W a distance of 374.46 feet; thence N89 ° 32'42 "W a distance of 80.00 feet; thence N00 ° 39'38 "E a distance of 300.00 feet; thence S89 ° 32'42 "E a distance of 175.97 feet thence N27 ° 39'38 "E a distance of 100.00 feet; thence S62 ° 20'22 "E a distance of 125.0() feet; thence N27 ° 39'38 "E a distance of 56.00 feet; thence S62 ° 20'22 "E a distance of 175.00 feet; thence S88 "E a distance of 126.44 feet to a point on the West line of Block 1 Ridgemont Estates No. 4 - 2nd Addition as per Plat thereof recorded in Volume 19 of Plats, Page It in Spokane County, Washington; thence the next two courses along said West line of Ridgemont estates No. 4 - 2nd Addition, S00 ° 39'38 "W distance of 187.37 feet; thence S23'28'54 "W a distance of 80.73 feet to. the Point of Beginning Situate in the County of Spokane, State of Washington. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building and Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each :Lot and prior to issuance of a building permit for each lot. No more than one dwelling unit shall be placed on any one lot , nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) 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 RCW Chapter 36.94. Lot 6 Block 1 as shown hereon is dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Use of private wells and water systems is prohibited. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. Utility easements as shown are hereby granted. 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 disposal systems shall not be authorized. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The 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. Individual driveway access per*.its "shall be required prior to issuance of a- building permit for driveway approaches to the County road system. Driveway'' appraoches shall be constructed in accordance with the approved plan on file in the County Engineer's office IN WITNESS WHEREOF, I h ve hereunto set our hand and affixed my seal this 2. +h day of (v[ck v - h ,1991 . Tupper & Associates Inc. Sullivan South Enterprises Kenneth J. Tu er, r sident Kenneth J. ppe Managing Part er cLa 11 FINAL PLAT t,�.1.3 A PLAT I N A PORTION OF THE NW 1/4 OF SEC. 25, T25N, R 44 EWM SPOKANE COUNTY, WASHINGTON �IaT �3 -19 9 _41-3coi7 RIDGEMONT ESTATES NO. 4- 3rd ADDITION ' - . CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD r r 926 -1322 SPOKANE, WASHINGTON 9921,2