Loading...
PE-1423C-92Date Submitted Description Initials f b / G /i AGREEMENT TO PAY FEES COMPLETED • J / /0 / gttINAL PLAT FEES COMPLETED /__J_ NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NOT NEEDED NOTICE TO PUBLIC NEEDS TO BE SIGNED r .. Q 1 72- Co nnn..ct-tnnfgc ,t c, SU'a-UCM0 - rZ2- -)),-. %I. Ir 11......! CJiV� - V i . Sr & -- 9 / �''�"' ` AI's:S ' r oft *0 SUP. � A U Ad `6> ,r /416 4,, ' 6- i S - 92_ s ,5 YUr o 6r —kris , A (- / 1. 2 /G a ,G /G4' G 4 p sstN tit .4o/tt &c zc& (4 � ' R6 (c ceol w s TI R io cthif, W /lt/f'va,L &.,v k 0 /S Date to Review Date to AA & DR Date Received Contact person FLOOD ZONE Yes No J Sewer 5_ School 356 Plannine Contact Person evtew.tor 03 -30 -91 Time Time BLDG. PERMIT # - - FILE# 92 P 1423C Related File # ( ) Project Name RIDGEMONT EST N04 4TH ADD No. Lots 23 No.Acres — Section - Township - Range SITE ADDRESS TIMBERLINE/ 21ST AVE/ 21ST CT PARCEL # 25542 Applicant's Name T D C INC - KENNETH TUPPER Phone # 928 -1991 Address 12929 E SPRAGUE -SPO, WA 99216 Work # Date Conditions mailed Phone # Engineer / Surveyor's / Architect's Name CHARLES SIMPSON Water j— Address 909 NORTH ARGONNE 99212 926 -1322 Phone # 456 -2205 STATISTICS DATE Plat Check Fee n - j C) - Ce e 5 c _ f? (' %c- & !+ �+ Number of Lots 2 3 Road Miles (New) • 3 5 Total Area MAP North Arrow k Scale ak Legend Procedures & Equipment Ck Basis of Bearings ;k' �-'C Plat Location By Title ,,,_` jt) .1%) d j "� 1 nIC `e Official Signature Blocks r ;r Surveyors Certificate Road Names Road Widths Adjacent Area �w0 Lot & Block Numbers v \. Dedication designated 1 Foot Strips P�i7 • . � 5 0M I _ 3 RPS on GLO Corners 0 I n Tract X �` A Lot Areas �iLOC1� N0-1 l r, 'L • ..� 1 Bench Mark ^t N IA Closure . (T � DEDICATION Description (To Map) F P� A ��' +� Description (To Cert) tVJ ak Owners TA L k P 10001 to P P&t aS TIJ Certificate to Plat a G - 1 72 r>2 1 Foot Strips RID - CPR Statement .0 A Access Prohibited l 11/4;:k4„: C P R/W Dedication Drainage Language r 14 Ac E Food Insurance N' f'Y Stormwater Management /wok A I Private Road Doc. Private Road Warning sJ Road Plans Li t___ Bond -1 1 ,135 I Signed By Engineer CO — c ., c " / ,a a PLAT NAME j 423 PI d,e - Moft1fi: kr /f /platlist.ck o aloft_ Prepared For: KEN TUPPER C/0 STAR - TUPPER REALTORS . 12929 E. SPRAGUE cc: Simpson Engineers TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 • PLAT CERTIFICATE Effective Date: March 17, 1992 at.8:00 a.m. (continued) Order No.: AY- 163683M Certificate for Filing Proposed: RIDGEMONT ESTATES NO. 4 - 4TH ADDITION Charge: Tax: Total: RECEIVZD IJIAR 01992 qty Engineering $125.00 10.00 . $135.00 Order No.: Page No.: AY- 163683M 1 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 East, W.M., to be known as RIDGEMONT ESTATES NO. 4 - 4TH ADDITION, described as follows: BEGIN at the Northeast Corner of Lot 1, Block 1 of RIDGEMONT NO. 4 - 2ND ADDITION, as per plat recorded in Volume 19 of Plats, Page 71; thence North 89 °20'22" West, 218.00 feet to the Northwest corner of said Lot; thence . South 00 °39'38" West, 25.00 feet to;the Northeast corner of Lot 2, Block 2 of RIDGEMONT NO. 4 - 3RD ADDITION,. as per plat recorded in Volume 19 of Plats, Page 79; thence the next 6 courses and distances along the Northerly line of RIDGEMONT NO. 4 - 3RD ADDITION, North 88 °33'20" -West, 126.44 feet; ' thence North 62 °20'22" West, 175.00 feet; thence South 27 °39'38" West, 56.00 feet; thence North 62 °20'22" West, 125.00 feet; thence South 27 °39'38" West, 100.00 feet; thence North 89 °32'42" West, 175.97 feet to the Northwest • corner of. RIDGEMONT NO. 4 - 3RD ADDITION; thence North 0 °39'38" East, 295.95 feet; thence North 80 °51'41" East, 233.27 feet; thence North 83 °02'09" East, 112.99 feet; thence North 02 °45'20" East, 136.49 feet; thence North 12 °22'15" West, 68.45 feet; thence North 33 °08'10" West, 76.33 feetithence North 20 °13'48" West, 61.70 feet; thence North 33 °41'45" West. 100.0 eet; thence North 56 °18'15" cast, 300.00 feet. thence South 33 °41'45" East, . ;11 once South 10 °39'0 Eas , .20 feet; thence South 2 East, 135.36 feet; thence North 70 °47'11" East, 30.14 feet; thence South 13 °57'43" East, 153.65 feet; thence South 00 °14'32" West, 216.32 feet; thence South 89 °20'22" East, 233.59 feet; thence South 13 °07'59" East, 47.66 feet to the beginning of a curve concave to the Southwest having a radius of 435.00 feet; thence Southeasterly through a central angle of 13 °47'37 ", an arc distance of 104.72 feet; thence South 00 °39'38" West, 170.00 feet to the Northwest Corner of Lot 1, Block 2 of RIDGEMONT NO. 4 - 2ND ADDITION; thence North 47 °21'08" West, 67.27 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. 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 4 herein, as to the remainder. (continued) EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45252.9062. (Covers property herein described and other property) 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Alfons B. Renz and Hilda E. Renz, Indemnitors AND: Spokane County, Indemnitee DATED: December 10, 1975 RECORDED: December 12, 1975 RECORDING NO.: 7512120290 REGARDING: 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. AREA AFFECTED: NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 4. EASEMENT AND THE TERMS AND .CONDITIONS, THEREOF: GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: (continued) Order No.: AY- 163683M Page No.: 3 Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership 'September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement Spokane County, a political subdivision Allowing natural drainage and /or runoff over and across the above described lands March 29, 19.91 April 4, 1991 9104040040 5 MEMORANDUM OF CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: 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.: AY- 163683M 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% 09.0900 09.090% 09.090% Seller /Assignee Undivided interest (cont) (cont) Douglas Coins, Inc., a Washington corporation 09.090%" 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 Order No. AY- 163683M Page No. 5 09.0900 04.5450 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 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. (continued) 9. Order No. AY- 163683M Page No. 6 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. TRANSAMERICA TITLE INSURANCE COMPANY sac Alan Young, e Officer For Service on this order call: (509) 922 -2222 250 igt 12.80 • 1- l: ,/ 1:1 Crier ; Ctunry Trat;ure•: 1 n � REQUESTCF (12224 , i5xX.(Z e l ; 2 4 I!0 PH 75 VF.Z1 i 1.1:V .OHLIN5.4 1 :31TCR ti.. 1.1. 'Is '1 • CUU:v • ••• •'" "77 INDEMNITY AGREEMENT -4 77'&2472 7 :11:! THIS INDEMNITY AGREEMENT made and entered into by and b: Alphons B. Benz and Hilda E. Rens, husband and wife, residing at South 2009Sullivn Road., yeradale, Washington 990371 hereinafter referred to as the "Indemnitore End Spokane County, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Indemnitee", jointly hereinafter referred to along It the .Indemnitors as tho "Parties'. • - WITNESSETH WHEREAS, the Board of County Commissioners of Spokane County has the care of County property and the management of County :unda; and WHEREAS, the EcarC of County Commissioners of Spokane County pursuant to the Revised Cede of Washington, Chapter 58.17 . , (Plats--Subdivisiona—Dedications) in approving plats may require conditions therein for the health, safety, and welfare of the puldic; and WHEREAS, applicable depart=nts within Spokane County have approved a drainage control ystem in conjunction with Benz subdivision, to be recorded as Ridgemont Estates, and designated as PE 963 by appropriate County departments; and WHEREAS, for the correct operation of said drainage - control system various easetcnts on properties owned by the Indemnitors hereinabove were obtaIned; and WHEREAS, in conjunctica with casements crantcd by the indemnirors hereinabove, the Rartles hereto deaire to execute an agreement releasing the indemnitee from any and all losses E. Escilo Tax txern,fi to the property, both real and personal,. owned by the Irdemnitora which may be damaged or injured in anyway as a result of the Indeunitee maintaining any drainage control systems on the Renz Subdivision, to be recorded as Ridge:nont Estates, or the Indemnitors' property adjacent thereto; !!CW, THEREFORE, in consideration of *1.00 and other • good and valuable consideration, receipt of which is hereby acknowl.dged, it is hereby agreed: CECTION 1 -- LI.IDILITY, LOSS OR DAMAGE The Indemnitors undertake to indemnify'1hd the Indemnitee from any and all actions, compensation, and all claims of every ki to their perzon.or p including inverse condemnation /arising o attributable to the Indeanitee iodating, Ing, operating, maintaining, repairing, thereto, the drainage control system in Subdi vision a /k /a Rldgemont Estates. SECTION 2 -- DESCRIPTION OF REAL PROPERTY Tho real property., including and located thereon, which is owned by which is the subject of this indemnity follows: CL. 250 PACE 1281 release demands, costs, expenses, rd or nature whatsoever age roperty (real and personal) ut of or incident to or establishing, construct - and all matters.incidcntal conjunction with Benz • all encumbrances attached the Indemnitors, and agreement is described as The NW 1/4 of Section 25, T. 25N. , R.44 E.W.M. h. cYl any lend lying Southeasterly of the . Northwesterly line of Ridgemont Estates. • SECTION 3 — RUN WITH THE LAND This indemnity agreement shall run with the land herein above described, and shall be binding on cnd'ehall inure to the benefit of the parties hereto, their heirs, successors, or assigns. .820.12 t filed for Fecord at the Request of: Luy: : :3, F. ::IRS, SHIITE, McKAT, !dl M7.PTER. F. REIII, P.S. ] -CC Washington Trust Financial Center -.-.:.r „e, Washington 99204 Attention: Edward F. Wroe ME oRANDUM OF REAL ESTATE CONTRACT VEkw M •.':: ... •.urns L@ Mitt. A6: 6o1; .) JAN pB 3 ae PH 1 C2 I:OTICE IS HEREBY GIVEN that as of the <1.1__ day of J-..._ur;, 1922, ALFO NS B.- REI:Z ,end HILDA E. RENZ, husband and wife, as "Seller”, and SULLIVAN SOUTH ENTERPRISES, a Wa :.._ ctor, partnership, as "Purchaser ", have entered into a Real Estate 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. and 'conditions stated therein, that certain real property consisting of approximately 89 acres located between 16th and 24th Avenues, east of Sullivan Road, Spokane County, J /7 l ::.s :tin-ton (the 'Property "), which Property is more fully 7 • (� / cesor :bed as follows: • Parcel 1: The SW1/4 of the NW1 /4 cf Section 25, T. 25 N., R. 44 E.W.M., In the County of Spokane, State of Washington, EXCEPT county road right -of -way. Parcel 2: The NW1 /4 of the NW1 /4 of Section 25, "T. 25 :1. R. 44 E.N.;!., in the County of Spokane, State of Washington, EXCEPT county road right -of -way.. Parcel 3: The North 480.00 feet of the West 726.00 of :he 1IE1 /4 of the 11191/4 of Section 25, T. 25 N., 2. 44 E.W.N., in the County of Spokane, State of Washington, EXCEPT the North 30.00 feet for county road right -of -way. The terts of such Real Estate Contract are incorporated herein by this reference as though fully set forth. DATED this _�,t day of January, 1982. iiILPA E. EENZ :1 "Seller" k 580 r,vt Bra F !LED ORRFCORDEDI . REQUEST OF 1 t >ILE SULLIVAN SOUTH ENTERPRISES, a Washington partnership • KENNETH J. TUPPER, Managing Paftnk 1 rr•t,. 0.o.p.L4R,HS. "Purcha\\ .1 P•fl lit EDS:a, Fa t,..,. l'c G r 4 .(YJ STATE OF WASHINGTON ) :55 County of Spokane On this '), day of January, 1982, before me person- ally appeared AL ONS B. RENZ and HILDA E. RENZ, husband and wife, to me known to be the individuals described in and who executed the foregoing instrument and acknowledged that they 'signed and sealed the same as their own free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER:_kE4 HAND AND OFFICIAL SEAL the day and year in this certif1c €te` �•rst above written. / .'Notary Public in and�For the State 'lot Washington, resicpi,ng at Spokane i/ U G I VEN 11dy in this ceptifiCate / • /- 15 /EFW:lg /33/G (R1/27/82) STATE OF WASHINGTON ) :se County of Spokane ) On this 27 day of January, 1982, before me personal- ly' appeared KENNETH J. TUPFER, to me known the Managing Partner of SULLIVAN SOUTH ENTERPRISES, the partnership described in the foregoing instrument, and acknowledged that he was authorized by said partnership to execute the same on behalf of said partnership, as its free and voluntary act and deed, for the uses and purposes therein mentioned. E`[ 580 rs.c 0G0 HAND AND OFFICIAL SEAL the day and year st above written. Notary Public in and 9 7the State T of Washington, residing/at Spokane Filed for Record at the Request of: 'scan 3ozcs 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_; 820 pis 1.767 PE1'•_ _1 :: TR_NSAMERICI. INC. LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555_ MaLi'.' +E ^ai,A�;= suPHC Attn.: Ronald P. Douglas .SFCLA ( ren; r aC l ----�t = ---------------- ------ S. : .r.l. iii /pp DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT (AND GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) Ju:i 3 4 45 F1I '85 THE GRANTORS, ALFONS H. 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.H.H.; 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; 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 - de.scribed Pr operty. 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: Alfone R. Renz and Hilda E. 09.1054 Renz, husband and wife' Grantees: 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 Janes 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 Terence R. Whitten and Marjorie P. Whitten, husband and wife ■E[. 820 mE 1768 11.3601 15.905% 09.090% 09.090% 09.090% 09.090% 09.090% 09.090% 04.545% Kenneth J. Tupper, Trustee, Tupper, Inc. Profit Sharing Trust 04.5451 Total: 100.0001 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 (5368,127.16), 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 Seller under the Contract, and no portion of such interest has sold, transferred, pledged, conveyed, or otherwise encumbered) the been 4. That the Property has been or shall upon recordation of this instrument be released from the lien of the mortgage in favor of Claude A. Morgan and Louella Morgan, dated November 18, 1977 and .a!hw,ro,w- • • recorded December 6, 1977 under RecordingfRo. 7712060213, records of Spokane County; 5. That the Grantees shall have no liability for payment of any Road Improvement District assessments 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- 130684), or which may he 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 be by Quit Claim Deed), and that the proceeds to the Grantees shall be subject to no setoff in favor of the Purchaser (other than the Grantee's prorata 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 decred to have assumed any liabilities or acquired any rights under such Paragraph 9. 7. That all decisions respecting 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'B. Rcnz, 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: • ALFOJS B. RENZ (� • vi`. 64U t.c( Y, Co -Tr B ?.15CE B. BUTLER, P.S., YKUt1T SNAKSNIi TEUSS BY r . ' CE B. BUTLER, Tr EVERGREEN WHOLESALE LUMBER, INC., PROFIT. SHARING TRUST j J,w1c5 R. "ILHAPl1, Co- Trustee BRIAN JENNER, INC., rp ENSION TRUST By �.c... ,-. (/ BRIAN JENNEFRC rustee /✓ JAMES F. O'CONNELL Inc.����� a Washington B•, r •FERN B. KLAUS %/ C 7 /,OHY nLtL,WI s tee L ASSOCIATES, corporation - ,•� / � / / 1 A � "flu DOUGLAS NS, It: Washington ccrpor- f TERENCE R. WHITTEN lti.F.JORIE P. WHITTEN DOUGLA. COINS, INr., PROFIT SIHARING RONALD P. DCUGLASJ Co- Trustee By •5=r .7 fan— .. DENNIS L. DOUGLAS, Co/� us tee TOPPER, INC., PROOFIT SHARING TRUST BY �.E.r..., J. UPW A�.r..c,�. Y. EEEE "'': ETH J. UPF t, YCL. 82.0 P) .cE1770 PURCHASER'S WARRANTY THE UNDERSIGNED is the Purchaser under the Contract described in the above instrument and hereby represents: (i) that the balance owing on the Contract is as represented therein; Iii) 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 received nor delivered any notice of default and is aware of no default on the part of either party thereunder: and (iii) that no part of the Purchaser's interest in the Contract has been sold, transferred, pledged, conveyed, or otherwise encumbered, except by partial assignment to Spokane County, recorded June 13, 1983, under Auditor!s File No. 8306130249. SULLIVAN SOUTH ENTERPRISES, a Washing- ton general partnership STATE OF WASHINGTON ) : ss County of Spokane ) STATE OF WASHINGTON ) : ss County of Spokane ) ( ) Mr. 1771 rn. KENNETH J . TUPPE , Man g \n Partner ON THIS DAY personally appeared before me ALPIIONS B. BENZ and HILDA E. BENZ, husband and wife, to me known to be the individuals described in and who executed the within and foregoing Deed and Sell- er's Assignment of RVal Estate Contract, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day ofJune, 1966. cc l ,t/./bw Notary Public in and for the State of - Washington, residing at Spokane ON THIS DAY. personally appeared before me BRUCE -B. BUTLER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Trhstee of Bruce B. Butler, P.S., Profit Sharing Trust, and acknowl- edged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this .3 day ofJune, 1986. A iki Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON ) : 88 County of Spokane ) GIVEN under my hand and official seal this .j day ofJune 1986. Cu THIS DAY personally appeared before me JAMES R. WILIIARM and MARY HA:NEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Co- Trustees of Evergreen Wholesale Lumber, Inc., Profit Sharing Trust, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. .. STATE OF WASHINGTOH ) Ss County of Spokane ) L. 320 PLt(J.1 12 Notary Public in and for the State of Washington, residing at Spokane f O this, -n•.• day of Jun's 1986, personally appeared before me , - ( i ,..Y. , to me known to the t),• -4 of JAMES F. O'CON:;ELL 6 A35,CIATES, INC., a Washington corporation, the corpora- tion described in the within and foregoing Deed and Seller's Assign- ment of Real Estate Contract, and acknowledged to me that he was authorized by said corporation to execute the same, as its free and voluntary act and. deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ). : ss County of Spokane • rl~ r, , in a Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me FERN B. KLAUS, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal thisc9PD day of June, 1986. Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON ) : ss County of Spokane ) STATE OF WASHINGTON ) ss County of Spokane ) re: 820 MI 1773 ON THIS DAY personally appeared before me TONY HIGLEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this _,Z day of June 1986. Notary Public in and for the State of Washington, residing at Spokane jj�� rl�h � c day of June 1986, perso lly appeared before me 4� try�.e O n V p&kc - (,%a. to me known to the jSry . appeared DOUGLAS COINS, I a Washington c orporation, the corporation described in the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged to me that he was authorized by said corporation to execute the same, as its free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) : ss County of Spokane • ) t � o „ 41 r1 CC •t Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me RONALD P. DOUGLAS and DENNIS L. DOUGLAS, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assienxzent of Real Estate Contract as Co- Trustees of Douglas Coins, Inc., Profit Sharing Plan, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. , GIVEN under my hand and officia seal this ;kW day of June 1986. te45 _ _ - ry Pu . is in and for t c State ashington, residing at Spokane .q0.6-r w_T.4!_o'Lv"wr.__ . , W� 'A r, , mi l . : . STATE OF WASHINGTON ) t na County of Spokane ) ON THIS DAY personally appeared before me TERENCE R. WHITTEN and MAP.JORIE P. WHITTEN, husband and wife, to me known to be the indi- viduals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. �,/� GIVEN under my hand and official gbal this „1-""�oay ofJUne, 1986. fr< Notary Public in and for the State of Washington, residing at Spokane STATE. OF WASHINGTON ) : ss County of Spokane ) ON THIS DAY personally appeared before me KENNETH J. TUPPER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Trustee of Tupper, Inc., Profit Sharing Trust, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day ofJune, 1986. 05335 Excise Tar paid on d� Sale Asa. Pd. ✓' °r-s-, D E SK;P CHIIZFRG SPo ^a Conant' Ina. .° 3-tG -- ,p o-,,, 7° J5 37 / ETWIllAGD — ESC1 Y[l. 620 PAGE 1774 A ;c 4415k Notary Public in and for the State of Washington, residing at Spokane trtrotrraotirtlirnmsrrcotrIMITI ., . 9 I I . 7 9-pr Transamerica NIB Title Services FILM FOR RECORD AT REQUEST OF • WHEN ACCORDED RETURN TO BAST INE , COOMBS & GRABICKT , P .S • Name EAST 12929 SPRAGUE SPOKNIE , WA 99216 City. Slate. Zip ... THE GRANTOR ALPHONS B. RUIZ , a/k/a A.B. for and in consideration of Name Correct iOrt conveys and quit claims to ALFONS B. RENZ the following described real estate, situated in the County ol together with all after acquired title of the grantor(s) therein: North 1/2 of Section 25, Township 25 North, Range 44 E .W.M. , L9Trrires errr7--ornarn-bintrratenir-i. Ridgemont Estates No. 2 Excise lax Paid o ni&_ 0,5 88/ Sal, Amt. Pcir7y D.E. "SKIP" CHILBERG Spck n County Tress; June 12 86 19. Dated ALPHONS B. REtIZ a/k/a A. B. 'LENZ a/k/a ALFONS RENZ By limn. nu. stivrr. 01' WASHINGTON • COUNTY Or. 1 . " 31<dne (boa. tlity novenrell ALPHONS B. latIL a/K/ a A.B. BLPIL a/k/a ALFONS. RENZ to IIIP known to he the individual described in and metaled thy uithin I Inv • ' h .661. Anil ocktunletlgol thnl aignol the /Lama •• Bit; . . Ore and voluntary owl uod tleeol. In thnun c e % IMO !herein Meld junta. CIIVEN under .,y Imml 1.1110661 real Bile day of ,33.1116`. 1913r. (U- -) Nlintre Vtlialli 111 mot tot Oho NIAI• iti Won't. 'neon. ii.Iiltit RI ■;BC!P".` TransinvIc• BUG pl.:to/ince Company • 8606130238 By . - ---------- THiS frOwiCED FOR P.ECOR0ER'3 USE: 1.IED:aryl:CR=1 4emsT9 IllaSAMERICAJMC Jew 13 2 45 FE 'BS WILLIAM E. NNARIE AUDITOR :SPORANE t00411.1116B. DEPUTY VOLJ;4a . -1)J.Vo81 \ --bpbc64 Quit Claim Deed RENZ a/k/a ALFONS RENZ Spokane. Slated Washington, 1Pro:elcntl IScottaty • STATE OF WASHINGTON 1"- cotirstre ov , On this ... . dee of 19. before me. Ihr undersigned,. * Notary Public in and In the State et Wade intim. duly onntninioord and sworn. nrennally appeared .....-----........ NMI - to me known In • be the President sni S..tetatv erenectIvely. of 11no 6 nor6111011 Iltrit tNectilt•I Ihe lowcoinr: intrnment. and acki..”.1,1‘ Ow .iiii ilyiroliwibt to It. ow irn• no.I •oltitttAtv Ad amt .1.....1 of Asia CUE i•.r. Minn. for Ike ores And pup... therein menItonert. Ana en oath atate.t. that . ------- ...... ........ ... .. Antholite.1 to •••••'tate the raid instrument anti that the teal onheall Ole 11.11,010ii. ■I'ili ot . Witn.... nn lutml A oilldstl nal loneto *Illtra llw dar arta yen. Ant nhovowt Mon. . . . NOinIV 1 ii1 Oita Inv the Singe el WAshil•Onn. reektinp at . . t • - 1 1 i .......nomnenaeurrwrraZOraltre—strPirrntrr:r4 Filed for Record at the Request of: LUKINS 6 ANNLS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas Hi DEED 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. McEACHRAN and BRUCE A. McEACIIRAN, co-trustees of the Robert W. McEachran 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.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: 680412 237 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.; Nt. . b' at 1562 • - - TAANSAMLILICA TITLE Afh I? 3 P HI % wq l 1 .'h,:. , . P ' .a: . pp ;SPOOF` e;Iti Y; ti I.: L EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise tax #253713 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 3. 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 April10, 1988. Excise Tax Paid on 8800003827 Sate And. P�J�G DI "SW" CHILBIRG Spokane C/ouunly Trea, �/ 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. STATE OF WASHINGTON ) :ss County of Spokane GIVEN under my hand and official seal this April, 1988. GRANTOR: DOUGLAS COINS, INC. PROFIT SIIARING PLAN ANO TRUST B Dennis L. Dougls, Truce Ifl. v:Ji Cs._ _ 3U4 On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. day of Notary Public in and for the State of Washington, residing at Spokane. Attn: Ronald P. Douglas ti 3�C13P'1' 16th PARCEL 3: 660 Filed for Record at the Request of: LUKINS S ANNIS, P.S. L600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTLAL ASSIGNMENT OF REAL ESTATE CONTRACT 'I'IIL'' 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.H.M.; EXCLPT 24th Avenue and Sullivan Road; PARCEL 2: The northwest quarter of the Northwest quarter of SQCC.1a0 25, 'township 25 North, Range 44 E.W.M.; Avenue and Sullivan Road; The North 400 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of pion 25, '1'owasjiip 25 North, Range 44 E.W.M.; X 'T 16th Avenue; AZ 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 8. 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 Hundred Twenty-Seven Thousand Four Hundred Thirty -three and 62/100 Dollars ($327,433.62), and that interest been paid through March 10, 1988. Excise Tax Paid 6/13/86, Receipt No. 05881 E964 rat 750. 11 itaalicifor an . Ara 28 1141 AM '86 �l waLIAM t, IUf. ruouN oQOuXTT, WAlIjj 6 d° SNELL ,L L Wise ILK a.mp1 Deg Spakane County Inn. • • 2. That the Contract is in full force and effect. DATED AND EFFECTIVE March 9, 1988. GRANTOR: DOUGLAS �� NS, I C. STATE OF WASHINGTON :ss County of Spokane By Ronald P. Dougla 'it.. 954 75' 7 ;,a President On this "1 — day of March, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. M • . ) Notary Public in and for the State of Washington, residing at Spokane. t •/ 88050501 Filed for Record at the Request of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas DEED AND SELLER'S PARTIAL C ARCEL 2:> i97 EIC20i(:}iitthtm uil RF.OUC5T06 Mar. 5 I.I 04 AH '86 WILLIAM r. pONAHIIC L_� AUDITOR LSP.06AXC COUNTY. WASH] � � Of FM, JNELL • V[l. 966 ?;LE 747 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.; h Avenue and Sullivan Road; 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, Township 25 North, Range 44 E.W.M.; , XCEPT 1 h 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, 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 ($325,440.01), and that interest has been paid through Apri110, 1988. A L fxche Tut fawipl Excise Tax Paid 6/13/86, Receipt No. 05881 owe Spo6n7y Trees 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. GRANTOR: DOUGLAS INS I By �� Ronald P. Douglas, P T.. °66 P:.;,: 748 esident STATE OF WASHINGTON ) :SS County of Spokane ) - On this \ day of April, 1988, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. L, �u�•� \M Cit Notary Public in and for the State of Washington, residing at Spokane. 1 Fi: for Record at Request of Ronald P. Douglas LUKINS S ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTIAL ASSIGNMENT OP REAL ESTATE CONTRACT The GRANTOR, JAMES F. 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: PARCEL 1: Sn The Southwest quarter of the Northwest quarter of f S 0- - - 0r *h. Range 44 E.H.M.; 4th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of S S?9o.oa Township 25 North, Range 44 E.W.N.; XCE.p_Tl16th Avenue and Sullivan Road; PARCEL 3: 88050601'50, Excise Tax Paid 6/13/86, Receipt No. 05881 1 ()PP I:.CL 1533 1(L. FFQPC I OF Her 6 12 is PH '86 E" WILLIAM r, OLIIAI::IC AU01104 ;SPOKANE COON FX. WASH.: DEPOT. SNELL b s 1 The North 480 feet of the West 726 feet of the \ quarter of the Northwest quarter of 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 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 ($323,422.01), and that interest has been paid through May 10, 1988. 0. E( [ . a _ d,. 1u G.mpl PJe 2/1/42 <p 19//' tly 1n.,. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 4, 1988. GRANTOR: JAMES F. O'CONNELL 6 ASSOCI / ATT / ES, INC. By „in- t . y ,.an-' 0 C. / '/C�C A}IES F. O'CONNELL, President n( n . VL pr. )n. C:05 ea:' STATE OF WASIHINGTON ) :s5 County of Spokane ) . On this day personally appeared before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared -James F. O'Connell, to me known to be the President of James F. O'Connell 6 Associates, Inc., the corpora- tion that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at Spokane 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 Del* Spo RF.Quu'srcr JUN 17 4 PR 'GB WILLI. &N r. OANAHUE. AUDITOR {SEOKANEColn(TY}WASH1 6 6n O S [IL 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: pARf Fr. 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North,._Range.44 E.N.H.; EXCEPT 24th Avenue and Sullivan Road; FARrRT. 7: 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 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.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 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 R. E. Excise Tea Eaempl �7o4J County Lees. 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 priclpal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -One Thousand Three Hundred Ninety and 12/100 Dollars (8321,390.12),and that interest has been paid through June 10, 1988. • 2. That the Contract is In full force and effect. DATED AND EFFECTIVE June 13, 1988. STATE OF WASHINGTON County of Spokane : SS GRANTOR: DOUGLAS EIjQERPRIS£ By re(_ 975 ta 1753 , // INC. Ronald P. Douglas; President L ' On this 13 day of June, 1988, before me, the undersigned a Notary Public In and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal.a£flxed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. lASQe,,. 0 h1 (3), Q Notary Public In and for the State of Washington, residing at Spokane. 8806170315 Filed for Record at the Request of: LUKINS S ANNIS, P.S. 1600 Washington Trust Financial Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas WILLiMA C. e6NAlUE AUUITea Center f/ RPPKAHE COUNTY. WA SH.', 6 f - OLPili.i. SNELL Excise Tax paid 6/13/86, Receipt No. 05881 EXCEPT 24th Avenue and Sullivan Road; EXCEPT 16th Avenue and Sullivan Road; Yfl. Lull [Wit Mul11123 975 HEUUES I OFD Jux 17 4 13 PR '88 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: PARCEL 1: U/) The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.H.H.; j 1 /if) .. PARCEL. 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.H.; 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.H.M.; ?x(1368 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 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 Ault Claim Deed, upon completion of L E Exci,a Tax Enempl bat SEw Cobnly T,ee,. eSZ?GP.I�/ STATE OF WASHINGTON County of Spokane 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 priclpal balance on the above - described Contract, as of the date hereto, Is Three Hundred Twenty -Three Thousand Four Hundred Twenty -Two and 21/100 Dollars (5323,422.21), and that interest has been paid through May 10, 1988. 2. That the Contract 1s in full force and effect. DATED AND EFFECTIVE May 16, 1988. r.RANTOR • DOUGLAS Etj7PE S, By Ronald P. Douglas President ta1769 On this 11 day of May, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed 1s the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. ciA hA__„ Yyl fl \ Op_ Notary Public in and for the State of Washington, residing at Spokane. IL (Filed for Record the Regeust df: • L l/KLES S ANNIS, P.S. 1600 Washington Trust Financial Spokane, Washington 99204 (509) 455 -9555 ' Attn: Ronald P. .Douglas Center ( q (7 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. MCEACIIRAN and BRUCE A. MCEACIIRAN, co- trustees of the Robert W. McEachran 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 Sectioa- 23J..n+J.ush;p 75 North nnngn dA F W M EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, TownshiJ_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 Sect.ion.154._TANRShiB_L5 North_Ranye 44 E.19.N..; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington;- Yla. -•�I+ Y ;.a UYJ 3 €r 1 11 414 'BO WNL(LN (:, Cb4MI'J fOIitln li (bPOKLN CCCI!41Y.WASNr I7 •Ii).Ji Excise Tax 9253713 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 R. Benz and Hilda E. Rene, 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 Fifteen Thousand Two Hundred Seven and 00 /100 Dollars ($]15,207.00), and that interest has been paid through September 10, 1988. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE September 6, 1988. GRANTOR: DOUGLAS COINS, INC. PROFIT SHARING PLAN AN TRUST By By Ronald P. Douglas Trustee Dennis L. Douglas, Tj Lstee YEI. Wilt Wi STATE OF WASHINGTON ) :ss County of Spokane ) On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER my hand and official seal this /o day of September, 1988. t,o0_n YV\ (tQX.o, / Notary Public in and for the State of Washington, residing at Spokane. J 0:1 11U1'16144J ' . Filed for Record at Request of 77 Ronald P. Douglas LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Excise Tax No. 253713 yr 104 PAGEl2S7 Juu Iq 1 1 26 GH 'OS r i t " cri fl:p4S11 i SAM D AND SELLE''S '•R._ •SSIGNM N OF R AL ESTA E CONT CT 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.; (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 Roa3; PARCEL 3: The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of Se ion 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 request for partial fulfillment deeds as allowed therein. thereunder, or 4. E. Excise lax En.npi Dera ?o Y ?o Spok..0 County Treas. 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 Two Hundred Ninety -eight Thousand Sixty -Four and 30/100 Dollars ($298,064.30), and that interest has been paid through May 10, 1989. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 9 , 1989. GRANTOR: VGE. 4 1 PAGE l2 S DOUGLAS NTERPRISES, INC. By R•NALD P. DOU AS, President STATE OF WASHINGTON ) :ss County of Spokane ) On this day personally appeared before me, the undersigned, a notary public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. O CIALL,LL n , Notary Public in and for t State of Washington, residing at Spokane 88 -o835 8809210088 Jrao Tai; (la k . Li‘. co Ste 21 9 21 AH I OU 8ff. 994 ME1 133 Y(L %HA 618 E. ^'i .la -C AAHOH SPOKANE COUNTY SEWERAGE AGREEMENT tSPPANE b;uufY. WASH3 r 1 :i 1 i SAMPSON THIS AGREEMENT, made and entered into the /TV day of .L�( //• �. , 1988, by and between SPOKANE COUNTY, a political sueldivision 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 ing offices for the transaction of business at 11.1-1 i7 / //``y4 Oxr- Spokane, Washington, 99Jf. and ALFONS B. REN2 AND HIILDA E. REN2, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". W I T N E S S E T H: WIIEREAS, 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 be known as Ridgemont Estates Fourth Addition, and are 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 Timberlane and Ridgemont Subdivisions, for the purpose of connecting said subdivisions to the. County's general sewerage system; and WIIEREAS, 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 ' Page - 1 EL vu. . 994 ?LCEl.134 a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 Page - 3 off. 994 PI.GE 1135 Owners agree to grant to the County perpetual easements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $)70.00 for residential properties, currently reduced by a forty percent (40%) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. ° lc. " • 994 M1135 Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40 %) County . subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as.indicated on Attachment "3", the loss of crop revenues to Owners, engineering expenses previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of .installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Page - 4 • Page - 5 994 MG(1137 Section 7: VENUE STIPULATION This Agreement has and shall be construed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this Agreement or any provision hereto shall be instituted only in courts of competent jurisdic- tion within Spokane County, Washington. Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or provisions to this Agreement. No waiver of any breach of this Agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this Agreement or at law shall be taken and construed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this Agreement or to require at any time performance by the Contractor of any provision hereof shall in no way be construed to be a waiver of such provisions, nor in any way affect the validity of this Agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the Parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen- tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The county shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hereinabove until Owners have granted to the County that right -of way and /or perpetual easements and /or construction easement(s) as proved for hereinabove. Subsequent to the granting of such right -of -way, perpetual easement(s), and /or construction ease- mantis), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If either Party shall fail to perform the Agreement on'his part to be performed, at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAHUE, Clerk of the Hoard By W,[ -+.-, C /Y(A'r�LLr. Deputy C erk STATE OF WASHINGTON ) County of Spokane ) Page - 6 SS • BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON °" • 994 t.CE 1188 SULLIVAN SOUTH ENTERPRISES, a Washington general partnership ByCrcvY-4 Ny (Title) On this /.•,- day' of g4 ,4��..<<<.• 1988, personally appeared before Inc /f'1,- ne4 ✓ �..:. � . ` .:• •- to me known to be the j 1drr,. Mlat., . of the above -named general partnership that executed the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. my IN WITNESS WHEREOF, I have hereunto set my hand and affixed seal the day and year first above written. STATE OF WASHINGTON ) ) ss County of Spokane ,,, ,,1111,,,, ,,,, c S. TH 4 • • N. . 994 PACE 1139 N.. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires (7• / / ONS B. BENZ X44 I HILDA E. BENZ On this day personally appeared before me ALFONS B. BENZ and 1IILDA E. BENZ, to me known to be the individuals described in and who executed the within and •foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and decd, for the uses and purposes therein mentioned. .GIVEN under my hand and official seal this /! day of /1 7. , 1988. (f ! l. _Ix . ,, ,�.._, Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires 7-, /':: / (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25,TOwnship-25 Range„44..E.W14M., lying Wly of Ln Daf; Beg 2024.35 ft. W of NE C oz th S 80 deg 08 min 14 sds E 152.25 ft th S 50 deg 22 min 27 sds E to W ln of Ptn known as Ridgemont Est 12 th Sly alg sd In to W In of Ridgemont Est Add th Sly alg sd W ln to S ln. of NW 1/4 and term of sd In exc W 1/2 of NW 1/4 and exc N 480 it of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. (1) Parcel No. 25542 -9058, more particularly described as the West Half of the Northwest Quarter of Section 25. 25 N., Range E.W.M., and the N 480 ft of 726 ft of NE 1/4 of'NW 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E alg the N In SD Sec 870.00 ft th S at R/A to SD N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad of 475.00 ft through a C/A of 15 deg 21 min 06 sds 127.27 ft th W at R/A to W In sd Sec 25 887.67 ft to sd W In th N alg sd W Ln 855.00 it to POB exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.M., Spokane County. Page - 8 ATTACHMENT "A" arr. . 994 ptcf 1140 rai No. 92 0857 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MAYI ER OF FILING THE FINAL PLAT OF ) RIDGEMONT ESTATES NO. 4, 4TH ADDITION ) FILE NO. PE- 1423 -82C WITH EXISTING URBAN ) RESIDENTIAL -3.5 (UR -3.5) ZONING IN SECTION ) RESOLUTION 25, TOWNSHIP 25 NORTH, RANGE 44 EWM, SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Ridgemont Estates No. 4, 4th Addition, File No. PE- 1423 -82C 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: BEGIN at the Northeast Comer of Lot 1, Block 1, of RIDGEMONT NO. 4-2ND ADDITION, as per plat recorded in Volume 19 of Plats, page 71; thence North 89° 20' 22" West, 218.00 feet to the Northwest corner of said Lot; thence South 00° 39' 38" West, 25.00 feet to the Northeast corner of Lot 2, block 2, of RIDGEMONT NO. 4 - 3RD ADDITION, as per plat recorded in Volume 19 of Plats, Page 70; thence the next 6 courses and distances along the Northerly line of RIDGEMONT NO. 4 - 3RD ADDITION; North 88° 33' 20" West, 126.44 feet; thence North 62° 20' 22" West, 175.00 feet; thence South 27° 39' 38" West, 56.00 feet; thence North 62° 20' 22" West, 125.00 feet; thence South 27° 39' 38" West, 100.00 feet; thence North 89° 32' 42" West, 175.97. feet to the Northwest corner of RIDGEMONT NO. 4 - 3RD ADDITION; thence North 0° 39' 38" East, 295.95 feet; thence North 80° 51' 41" East, 233.27 feet; thence North 83° 02' 09" East, 112.99 feet; thence North 02° 45' 20" East, 136.49 feet; thence North 12° 22' 15" West, 68.45 feet; thence North 33° 08' 10" West 136.33 feet; thence North 56° 18' 15" E. 313.78 feet; thence South 10° 39' 07" East, 65.20 feet; thence South 23° 15' 53" East, 135.36 feet; thence North 70° 47' 11" East, 30.14 fet; thence South 13° 57' 43" East, 153.65 feet; thence South 00 39' 38" West, 170.00 feet to the Northwest Corner of Lot 1, Block 2 of RIDGEMONT NO. 4 - 2ND ADDITION; thence North 47° 21' 08" West, 67.27 feet to the Point of Beginning. 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 4 v ?, DAY OF Steven Hass B ST? REV 1/90 mo LIAM E. DON lerk of the Board ( osanne Montague, Deputy er BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON 3104040040= SPOKANE COUNTY ENGINEERING DEPARTMENT . Spokane County, Washington DRAINAGE EASEMENT Nf Ctivr) FILEP "'i RLCURDED REOUL. -- 0f __— • ' APB 'F la IS (lh '91 WILLIAM C. DONAHUE AUDITOR . SPOKANE, COUNTY, WASH. ., SAMPSON The Grantor(e) Sullivan South Enterprieee, A Washington Corporation of the County' of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which 1e 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 Eaeement over that portion of the Northwest quarter (NW 1/4) of Section 25, Township 25 North, Range 44 East, N.H., in. Spokane County, Washington, described as follows Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 - 1pa 9 ed27tinnSpokane County thereof Washington; thence Volume 19 of Plats, page the next three courses and distances along the North line of said Ridgemont Estates No. 4 - 1st Addition, 567 a distance of 77.37 feet. thence 585.04'03"W a distance of 83 8 88 f ; g thence 189 "W a distance of 374.46 feet; distance of 80.00 feet; thence 1100 "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 562 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 527'39'38"W a distance of 56.00 feet; thence 562 a distance of 13.00 feet to the True P.O.B. Situate in the County 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 collect or discharge the flow across or adjacent to the above described lands. The Grantor(e) agree that Spokane County accepts no responsibility for maintaining the drainage Eaeement. The Grantors) 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(e) hereby reloaeee 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 persona 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. .. three lea Eranpa Da. k/ � 197/ . • Spolan. County 7rwf. (over) 5:1•1 1 1 ? () LVUE "( .� 1 IN WITNESS WHEREOF, we have hereunto set our hand(e) and eeal(a) this Z-9 day 1991. • Kennet J. Tup Attorne n Fact renneth J. Tupper and Alfona B. Rent are Attorney in Fact for the following: Alfona B. and Hilda E. Renz, husband and wife; and r, Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust; and James R. Withers' and Mary Haney, Co- Trueteee, Evergreen Wholesale Lumber, Inc., Profit Sharing; and • Brian Jenner, Trustee, Brian Jenner „Inc., Penelon.Trustl 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 Coin°, Inc., A Washington Corporation; and - , Ronald P. Bougie(' ands Dennis L. Douglas, Co- Trustees, , Douglas Coins, Inc., Profit Sharing Trust; and , .. • Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust. , STATE OF WASHINGTON.,.,. • COUNTY' OF SPOKANE On this 2-9 day of N.A 0.rr -V‘ 1991, before me, the undersigned, a Notary public In and for the State of Washington, duly convoiesioned and sworn peroonally appeared Kenneth J. Tupper and Altons 0. Rens 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 authorising the execution of this Instrument has not been revoked and that the said principal is now living. III WITNESS WHEREOF, I have hereunto set my hand and affixed -.my. official seal, the day and year first above written. t•]p^ /.forts/)im iP a; U': UUi' vot.118' 6E1184 1OLLIVAN SOUTH ENTERPRISES I, i te iii i r /l . 'Alfons.8. Renz • Attorney in Fact Notary Public -. 1' In and for the State of Washington, reelding.at Spokane. ;5c- 1 i7.:; Prepared For: Order No.: AY- 163683M KEN TUPPER C/O STAR - TUPPER REALTORS 12929 E. SPRAGUE cc: Simpson Engineers TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 SECOND REPORT PLAT CERTIFICATE Effective Date: June 1, 1992 at 8:00 a.m. Certificate for Filing Proposed: RIDGEMONT ESTATES NO. 4 - 4TH ADDITION (continued) RECUViD JUN 9 199Z Charge: Tax: Total: $125.00 10.00 $135.00 Order No.: Page No.: AY- 163683M 2 -2nd Rpt In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 East, W.M., described as follows: Begin at the Northeast corner of Lot 1, Block 1 of Ridgemont No. 4 -2nd Addition, as per plat recorded in Volume 19 of Plats, page 71; thence North 89 °20'22" West 218.00 feet to the Northwest corner of said Lot; thence South 00 °39'38" West 25.00 feet to the Northeast corner of Lot 2, Block 2 of Ridgemont No. 4 -3rd Addition, as per plat recorded in volume 19 of Plats, page 79; thence the next 6 courses and distances along the Northerly line of Ridgemont No. 4 -3rd Addition, North 88 °33'20" West 126.44 feet; thence North 62 °20'22" West 175.00 feet; thence South 27 °39'38" West 56.00 feet; thence North 62 °20'22" West 125.00 feet; thence South 27 °39'38 West 100.00 feet; thence North 89 °32'42" West 175.97 feet to the Northwest corner of Ridgemont No. 4 -3rd Addition; thence North 00 °39'38" East 295.95 feet; thence North 80 °51'41" East 233.27 feet; thence North 83 °02'09" East 112.99 feet; thence North 02 °45'20" East 136.49 feet; thence North 12 °22'15" West 68.45 feet; thence North 33 °08'10" West 136.33 feet; thence North 56 °18'15" East 313.78 feet; thence South 10 °39'07" East 65.20 feet; thence South 23 °15'53" East 135.36 feet; thence North 70 °47'11" East 30.14 feet; thence South 13 °57'43" East 153.65 feet; thence South 00 °14'32" West 216.32 feet; thence South 89 °20'22" East 233.59 feet; thence South 13 °07'59" East 47.66 feet to the beginning of a curve concave to the Southwest having a radius of 435.00 feet; thence Southeasterly through a central angle of 13 °47'37 ", an arc distance of 104.72 feet; thence South 00 °39'38" West 170.00 feet to the Northwest corner of Lot 1, Block 2 of RIDGEMONT NO. 4 -2ND ADDITION; thence North 47 °21'08" West 67.27 feet to the Point of Beginning; VESTED IN: Situate in the County'of Spokane, State of Washington. TUPPER & ASSOCIATES INC., a Washington corporation (continued) EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45252.9062. (Covers property herein described and other property) 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 4. EASEMENT AND THE TERMS AND 'CONDITIONS THEREOF: GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: (continued) Order No.: Page No.: AY- 163683M 3 -2nd Rpt 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. Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement Spokane County, a political subdivision Allowing natural drainage and /or runoff over and across the above described lands March 29, 1991 April 4, 1991 9104040040 alf Order No.: Page No.: AY- 163683M 4 -2nd Rpt TRANSAMERICA TITLE INSURANCE COMPANY 1 i By Alan Young, Officer For Service on t is order call: (509) 922 -2222 ?50 1 '.�U ,l�E,1•2 i .t..1 (l :..L i It;e en ozc Na19 r. : J Dr; 12 !; t,o PR 75 INDEMNITY AGREEMENT .Y t j THIS INDEMUITY f,GREErENT made and entered into by and between Alphons B. Renz and Hilda E. Rena, husband and wife, residing at South 2009 Sullivan Road, 'ieradale, Washington 99037, hereinafter referred to as the "Indeanitors' and Spokane County, a political subdivision of the State of Washington, having . offices for the transaction of business at West 1116 Broadway, Spokane, 'Washington 99201, hereinafter referred to as the "I,deranit.ee ", jointly hereinafter referred to along with the Indemnicort as tho "Parties". b'ITNESSETH : WHEREAS, the Board of County Cemrissionern of Spokane County has the care of County property and the management of County :unds; and WHEREAS, the Board of County Commissioners of Spokane County pursuant to the Revised Cede of Washington, Chapter 53.17 (21ats-- Scbdivisiona -- Dedications) in approving plats may require conditions therein for the health, safety, and welfare or the public; and" WHEREAS, applicable departments within Spokane County have approved a drainage control system in conjunction with Renz subdivision, to be recorded as R?.dgenont Estates, and designated as PE 963 by appropriate County departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Indemnitors hereinabove were obtained; and WHEREAS, in conjunctiva with easements granted by the indcmnitors hereinabove, the parties hereto desire to execute an agreement releasing the Sndcnnitee from any and all Icarus 6c10 tax Exernm J:. • truu;J Cieny 7raccurec NI 250 £m 1281 to the property, both real and personal, owned by the Irdemnitors which may be damaged or injured in anyway as a result of the Indemnitee maintaining any drainage control systems on the Renz Subdivision, to be recorded as Ridgemont Estates, or the Inder.nitors' property adjacent thereto; HOW, THEREFORE, in consideration of 31.00 and other good and valuable consideration, receipt of which is hereby ackrowladEed, it is hereby agreed: SECTION! 1 -- LI.ABILITY, LOSS OR DAMAGE The Indemnitors undertake to indemnify release the Indemnitee from any and all actions, demands, costs, expenses, compensation, and all claims of every kind or nature whatsoever ( to their person.or property (real and personal) inciuding inverse condemnation/arising out of or incident to or attributable to the Inde:raitee locating, establishing, construct— ing, operating, maintaining, repairing, and all matters.incidental thereto, the drainage control system in conjunction with Renz • Subdivision a /k /a Ridgemont Estates. SECTION 2 -- DESCRIPTION OF REAL PROPERTY The real property, including all encumbrances attached and located thereon, which is owned by the Indemnitors, and which is the subject of this indemnity agreement is described as follows: The NW 1/4 of Section 25, T. 25N., R.44 E.W.M.. EXCEPT any land lying Southeasterly of the - Northwesterly line of Ridgemont Estates. C � SECTION 3 — RUN WITH THE LAND This indemnity agreement Shall run with the land herein above described, and shall be binding on and shall inure to the beae'it of the parties hereto, their heirs, successors, or assigns. 88- o835 Page - 1 8809210088 394 ME 1133 SPOKANE COUNTY SEWERAGE AGREEMENT 'F t R:EiI:%izrJ7 nn SC? 21 9 21 AH 'UG %ILI iA4 A7!II PM iSP('KANE C';I WASH yy!' E i : Or; SAMPSON 4 THIS AGREEMENT, made and entered into the /5 day of Hilt ttr...lt..+. , 1988, 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 ing offices for the transaction of business at ir ii9 >1 /ikA4 14 (i..� , Spokane, Washington, 99i /L, and ALFONS B. REN'L AND HILDA E. BENZ, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". W I T N E S SET H: WHEREAS, pursuant to the provisions of the Revised Cade 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 be known as Ridgemont Estates Fourth Addition, and are 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 Timberlane 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 vL 994 P,'.6E.134 a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 Owners agree to grant to the County perpetual casements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (40%) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. Page - 3 v 994 rr.CE 1135 Page - 4 OEE. VEE. 994 PLCE 1136 Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40 %) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as indicated on Attachment "B ", the loss of crop revenues to Owners, engineering expenses previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. _ Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Page - 5 VEh 994 PACE 1137 Section 7: VENUE STIPULATION This Agreement has and shall be construed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this Agreement or any provision hereto shall be instituted only in courts of competent jurisdic- tion within Spokane County, Washington. Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or provisions to this Agreement. No waiver of any breach of this Agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this Agreement or at law shall be taken and construed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this Agreement or to require at any time performance by the Contractor of any provision hereof shall in no way be construed to be a waiver of such provisions, nor in any way affect the validity of this Agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the Parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen- tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hereinabove until Owners have granted to the County that right -of way and /or perpetual easements and /or construction easement(s) as proved for hereinabove. Subsequent to the granting of such right -of - way, perpetual easement(s), and /or construction ease - ment(s), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If either Party shall fail to perform the Agreement on his part to be performed, at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAHUE, Clerk of the Board By Deputy C erk STATE OF WASHINGTON ) ) ss County of Spokane ) On this /'r day of appeared before me /,;,,,„/‘ ✓� Page - 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON SULLIVAN SOUTH ENTERPRISES, a Washington general partnership ci. orr. 994 Ace 1138 c \--N4. c (Title) ( ,,,�,�. , 1988, personally 1 .,,. f . : •. - , to me known to be the � /stn.y of the above -named general partnership that executed the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. 4 -;: o � F OF WASH \‘‘, STATE OF WASHINGTON ) ss County of Spokane ) Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires (7. / /77/ ONS B. BENZ idea /el HILDA E. BENZ , 01l 994 Pig 1139 VW. On this day personally appeared before me ALFONS B. BENZ and HILDA E. BENZ, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. .GIVEN under my hand and official seal this i l. 7 .(<:., , 1988. ,-' 1. !l. /C day of Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires y-, / y ) / i ATTACHMENT "A" 994 s 1140 (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25, Township-- 25- Range_44. lying Wly of Ln DaffBeg 2024.35 ft. W of NE COi th S 80 deg 08 min 14 sds E 152.25 ft th 5 50 deg 22 min 27 sds E to W ln of Ptn known as Ridgemont Est 12 th Sly alg sd In to W In of Ridgemont Est Add th Sly alg sd W ln to S ln. of NW 1/4 and term of sd In exc W 1/2 of NW 1/4 and exc N 480 ft of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. (1) Parcel No. 25542 -9058, more particularly described as the West Half of the Northwest Quarter of Section 25_Tewnshi -p -25 N., Range E.W.M., and the N 480 ft of W 726 ft of NE 1/4 of'NW 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E alg the N In SD Sec 870.00 ft th S at R/A to SD N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad of 475.00 ft through a C/A of 15 deg 21 min 06 sds 127.27 ft th W at R/A to W In sd Sec 25 887.67 ft to sd W In th N alg sd W Ln 855.00 ft to POB exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.M., Spokane County. Page - 8 l7 • 0104040040 • SPOKANE COUNTY ENGINEERING DEPARTMENT . Spokane County, Washington pRAINAGE EASEMENE yoi. 118 U PAGE 118 .i W IWO FILED ACORDED REOUEST OF Ara '1 10 is Ail '91 '• WILLIAM E. DONAHUE AUONOR . SPOKANE. COUNTY. WASH. SAMPSON The Grantor(s) Sullivan South Enterprieee, 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 "W a distance of 77.37 feet. thence 585 a distance of 83.88 feet; thence N89-32'42 "W a distance of 374.46 feet; thence 1189 "W a 'distance of 80.00 feet; thence N00 "E a distance of 300.00 e feet; thence 589.32'42"E a distance of thence Sfe the N27.39'38 "E a distance of 100.00 feet; distance of 125. feet to the True Point of Beginning; thence 1127.39'38 "E a distance of 56.00 feet; thence N62 22"W a distance of 13.00 feet; thence S27 "W a distance of 56.00 feet; thence 562 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(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(e) 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 facilitiee located within this drainage Easement per plane on file in the office of the Spokane County Engineer. The Grantor(e) 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 horelnabove is to and shall run with the land. No modification of the boundariee of said Easement can be made without the prior approval of Spokane County. L E fnCIN tar Ezwrol 0.1.2 12/3 ;V/ . Spoiam Couny T,..,. (over) !Gf ' 'e () S ert IN WITNESS WHEREOF, we have hereunto net our hand(s) and seal(s) this 2-9 day nr•' Mar�)� 1991. STATE OF WASHINGTON.. . ) .. r COUNTY OF SPOKANE • topperde /torms /jim jP t3I0'U•:UU voi.1 1 4 SULLIVAN SOUTH ENTERPRISES Rennet J. Tup Attorne n Fact 1 ,A.r..oiaa Alfone B. Rens Attorney in Fact • Kenneth J. Tupper and Alfons 0. 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 James R. WLlharm and Nary Haney, Co- Trueteee, Evergreen Wholesale Lumber, Inc., Profit Sharing; and Brian Jenner, Trustee, Brian Jenner „Inc., Pension Trust; 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 Coln °, Inc., A Washington Corporation; and - Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust; and _ Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust. On this 2.9 t` day of NA 4fc- k , 1991, 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 8. 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. • In and for the State of Washington, residing.at Spokane. 40 )r'' 1 1 i 211 Tr ,S r]'�e ,„a S P 0 K A N H kin - �i��m����„� C O U N T Y Source Capital Corporation E 9106 Indiana, Suite 200 Spokane,Wa. 99212 Dear Sir: OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer R F' T : Plat of 1423C B.. apper & A DMSION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Ridgemont Estate #4 4th Add. nd Release. ssociates. July 23,1993. Please be advised that the funds set aside issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated June 10,1992 in the current amount of 319,000.00 may now be released. If you have any questions, feel free to call our office W. 1026 Broadway Ave. Very truly yours, Ronald C. Hormann, P.E. Spokane C unty Engineer c David A. Berto .Plat Compliance Surveyor Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 For security purposes only, Tupper & Associates hereby assigns to SPOKANE COUN'T'Y, s political subdivision of the State of Washington. the h,nri�vi 'g: 'Ibis assignment in mode an serenity for The hill and failhb,I performance by Tupper & Associates of certain roads, monuments mid drainage facilities fur 20th & Timberlane PN 4a.3 e, _ ns specified In the typical section and rondwny improvement specifications for said project, dated J 1 y 20 _.: 1993 and on file in the Office of the Spokane Comity Iingineet. u Any interest benefits accruing tinder said savings certilicnte shall remain the I +rnper}• TPP e_r & Associates , Said savings certificate to he released lo Tupper & Associ ates__ _ or any other party only with the prior written consent Mud agreement of Spokane flaunty rRovJDED, FURl1 IE1t, the undersigned Ones Imrrhy nuthotizr. Washington Mutual Savjngs. Bank to pny over 10 Spokane County all or n sufficient potion of the nettles in the savings certilicnte referenced heteisabine upim written docum entalinn being received from the Spokane County Engineer indicating that the purpn :nr: Ira % %bich the savings certilicnte wns assigned have not been fully and faithfully performed as requiters and a statement of doll amount of money which the County Engineer an required nnd n statement of that amount of stoney tsInch the County Fitpinctt deems necensmy In complete such obligntinn. Upon receipt of such wrillen documentation, Tupper &.,. Assoc iates hereby authorfxes Washington Mutual Savings Bank to relense to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this 21st day of July , 199 3_ DA"IED this 21st day of July STATE OF WASHINGTON Comity of Spoknnc k \JU\assign.bon Savings Certificate Number Statement Savings Number 023 0000601070 - 8 in the face nroount of $19,000.00 nnd held in and by Washing ton Mutual Savings Bank flank of Washington Spokane Valley Branch ) Notary Public STATE OF WASHINGTON BETTY JO A COOK My Appointment Expires MAY 02.1096 ASS1(3NMEN'F DANK OF ADDRESS ( 4ntary of Was Sectetnry 1993 . IILOFE DE GIVEN UNDER MY HAND AND OFFICIAI. SEAL this c day 01 fit :melt Washington Mutual Savings Bank 11205 E Sprague On this clay personally appeared before mr, y — c " G 1 ' to me , known to be the Individual t ;?scribed in nnd who executed tlte Withfn nnd f 114 I H ng in;lrunte t , nml acknowledged that ..A.1, signed the snare as tree nnd voluntary act and deed, for the uses nnd purposes thrr mentioned. , 199Qj in anti for Ilse Slate ingtott, residing nt Spohnne OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Washington Mutual Savings Bank Spokane Valley Branch 11205 E Sprague Spokane,Wa. 99206 ' Dear- Sir or Madam: A DMsioN OF THE PUBLIC WORKS DEPARTMEwr Dennis M. Scott, P.E., Director RE: Ridgemont Estates No 4 4th Addition P1423C Tupper and Associates Inc. February 14, 1994 Please be advised that Savings Assignment it 023- 0000601070- 8 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated July 21, 1993 the current amount of $ 19, 000.00 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 - 0 David A. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 Inter - office Communication To From Subject • OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date i-7�—/ / 000 -= Form 327 —C.R. . f9 A. S S I (3 N M E N T For security worms uqotily, Tupper & Associates hereby assigns to SPOKANE COUNTY, a political subdivision of the Site of \Vn:.Liiigtnn. tl,r lu■lln ILis assignment is made as seemily for the hill and faithful renominate Ity Tupper & Assoc of certain roads, monuments mid drailinge facilities lot 20th & Timber1ane PN l 1 G _ ns specified in the typical section rind roadway improvement specifications for snid project, dated July 20 _ and on file in the Office of the Spokane County Engineer. Any interest benefits accruing ondur Said savings certificate 511811 remain the property of _Tupper & Associates Said savings certificate to he released In Tupper & Associates _ or any other parry only with the prior written consent and rig' c of Spokane Comity PROVIDED, FU1t711Elk, the undersigned dens hnrr nullwli7e Washington Mutual Savings . to pay over to Spokane County all or a sufficient p of the monies in the savings certificate ielm cnreyl lief elunl upon wtlllr',rr documentation being received from the Spokane County Engineer indicating that the pmpu..?: lot «.'Irish the savings certificate wns assigned have not been fully and faithfully performed ns required and a statement of hurt nnlounl of money which the County Engineer as termite(' and n statement of that amount of money which the Comity Fngineri deems necessary In complete such obligallon. U pon teceipl of such WI illr:rl documentation, Tupper & Associates hereby authorizes Washington Mutual Savings Bank to release to Spokane County That amount of money requested up to the maximum amount in rite savings certificate. DA'IED this 21st dny of July DA'IED thin 21st dny of Jul y , 1993 . DEVELOPER STALE OF WASHINGTON County of Spokane Savings Certificate Number Statement Savings Number 023 - 0000601070 -8 in the face amount of $19,000.00 and held in sail by Washington Mutual Savings Bank hank 01 Washington Spokane Valley Branch ) 9 , 199 3_. I1ANK OF Sect entry 1 Washington Mutual Savings Bank ADDRESS 11205 E Sprague OWEN UNDER MY HAND AND OFFICIAL. SEAL this <.Q�/,' day of 1 f ,Z. Notary F STATE n wecu WASNiTr,u ic `/Notary P BETTY JO A OCJ lb in and tot the fiinlc My Appointment Expire; MAY 02,1996 of Waslinglon, residing al Spokane 5S‘Ci' Vate r On this day personally appealed before we !� 7'x � c ' �� e In me town to be the lailividanl if scribed in and who executed the,within and fri,r.'g ling insln t nuc , nail ac knowledged that /'Lt— signed the sane as 1 c.. free rind voluntary act and geed, for the uses null purposes Owl yin mentioned , 199Q3 19 l 20 ) 21) 22) 23) 24) 25) 26) NON- 1 ) F 2) 3) 4) O S P o A N OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Source Capital Corporation E 9106 Indiana, Suite 200 Spokane,Wa• 99212 RE: Plat of Ridgemont Estates #4 4th Add. PN 1423c Bond Reduction. Tupper & Associates. Sir or Madam: your the funds set aside issued by Y Psesue be advised that mti one may for roadway improvemen fofor thoefa$20,719.00 e mentioned 16 company as surety June 10,1992 in the current amount 17, plat, dated 000.0 18 now be reduced to $19, If you have any questdons, feel free to call our office cc: Ken Tupper W. 1026 Broadway Ave. 0 A DIVISION OF THE PUBLIC WORKS DEPARTMENT � tOr Dennis M. Scott, P.E., C o u= Y June 17,1993• Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 - __-- -- - WOK ' —BRAND TOTAL ) 7v-vV 18,953.08 JAR•ds OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer November 9, 1992 Source Capital Corporation E 9106 Indiana Suite 200 Spokane, WA 99212 Re: Ridgemont Estates # 4 4th Addition; Tupper and Associates funds set aside dated July 21, 1992 Dear Sir /Madam: Please be advised that the funds set aside issued by your Company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated July 21, 1992, in the original amount of $86,386.00 and in current amount of $55,023.00 may now be released. Sincerely, James A. Radke Assistant Construction Engineer N. 311 Jefferson Spokane, WA 99260 -0180 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director (509) 956 -3600 FAX (509) 456-4715 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer October 5, 1992 Source Capitol Corp. E 9016 Indians, Suite 200 Spokane, WA 99212 Dear Sir: Sincerely, C L James A..Radke, Assistant Construction Engineer JAR:ds N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Re: Ridgemont Estates #4 4th Addition; Tupper and Associates Funds Set Aside Dated July 21, 1992 Please be advised that the funds set aside issued by your company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated July 21, 1992, in the original amount of $86,386.00 and in the current amount of $86,386.00 may now be reduced to $55,023.00. Spokane, WA 99260 -0180 (509) 456 FAX (509) 456 - 4715 September 11, 1992 Source Capital Corp. E 9016 Indiana, Suit 200 Spokane, Wa 99212 Re: Ridgemont Estates #4 4th Addition; Tupper and Associates Funds Set Aside Dated June 10, 1992 Dear Sir: Please be advised that the funds set aside issued by your Company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated June 10th, 1992 in the originally amount of $103,623.00 and in the current amount of $33,123.00 may now be reduced to $20,719.00. Very truly yours, James A. Radke Assistant Construction Engineer JAR:ds OFFICE OP THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 70180 (509) 456 -3600 FAX (509) 456 -4715 c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO a.(., DATE: July 23, 1992 SUBJECT: BOND ITEMS P1423C RIDGEMONT ESTATES #4 4TH ADD The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) We have two assignments from Source Capital Corporation to cover the above project. The June 10, 1992 assignment has been reduced to 661,623.00 by Jim Radke. The second assignment of July 21,1992 is for 686,386.00 and replaces the Seaboard Surety Company Bond #226905 for 686,386.00 which was released by me July 22,1992. The total amount of sureties for this plat is currently 6148,009.00. 3) The June 10,1992 assignment covers completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments. The July 21,1992 assignment covers installation of gravel, asphalt and curbing. c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO DATE: June 16, 1992 SUBJECT: BOND ITEMS P1423C RIDGEMONT ESTATES #4 4TH ADD The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) Plat is in filing process. Source Capital Corporation Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Dear Sir: "Your Financing Alternative" RE: Developer /Borrower: Tupper & Associates Our Land Loan No: CLA #665 July 21, 1992 Funds in the amount of $86,386 are being held in a special non - interest bearing account in the name of Tupper & Associates (developer /borrower), et ux, for the purpose of assuring completion of installation of gravel, asphalt and curbing in Ridgemont Estates No. 4, Addition 4 (development) in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on June 11, 1992. 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 Source Capital Corporation (mortgage company). It is understood and 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 (developer /borrow) named above. It is specifically understood and agreed by the parties, that in holding funds for this development, Source Capital Corporation (mortgage company) 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. Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 Ronald C. Hormann Page Two ACCEPTED AND APPROVED this 21st day of July, 1992. By: By: (Developer /Borrower (Spouse) OFFICE OF THE SP KANE COUNTY ENGINEER By:� By: SOURCE CAPITAL CORPORATION OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer August 7, 1992 Source Capital Corp. E 9016 Indiana, Suite 200 Spokane, Wa 99219 _, Re: Ridgemont Estates #4, Addition.; Tupper & Associates Funds Set -Aside Dated June 10, 1992 Dear Sir /Madam, Please Be advised that the funds set -aside issued by your Company as surety for installation of roads and drainage facilities on the above named project originally dated June 10, 1992 in the original amount of $103,623 and in the current amount of $61,623 may now be reduced to $33,123. Very truly yo s James A. Radke Assistant Construction Engineer N. 811 Jefferson � J A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane. WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 Dear Sir: Source Capital Corporation Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 "Tour Financing Alternative" RE: Developer /Borrower: Tupper & Associates Our Land Loan No: June 10, 1992 Funds in the amount of $103,623 are being held in a special non - interest bearing account in the name of Tupper & Associates (developer /borrower), et ux, for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Ridgemont Estates No. 4, Addition 4 (development) in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on . uk.36 - . I)Ph - ; 1992. 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 tq the County of Spokane upon written request by the Spokane County', Engineer's Office to Source Capital Corporation (mortgage company). It is understood and 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 (developer /borrow) named � 1 � \ above . It is specifically understood and agreed by the parties, that in holding funds for this development, Source Capital Corporation (mortgage company) 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. Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & 1 -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 11 Ronald C. Hormann Page Two ACCEPTED AND APPROVED this 10th SOURCE CAPITAL CORPORATION day of June, 1992. By: By: By: (Deteloper /Borrowe (Spouse) By: OFFICE 0 THE SP E COUNTY ENGINEER S P O IC A I'4 E OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Seaboard Surety Company Bedminster, New Jersey. Dear Sir or Madam: RE: Plat of Ridgemont Estates #4 4th Addition P1423C Please be advised that Bond Number 226905 issued by your company for roadway improvements for the above mentioned plat, in the current amount of S86,386.00 may now be released. cc: Ken Tupper If you have any questions, feel free to call our office N. 811 Jefferson C O 13 N T A DIVISION OF TI1E PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director July 22, 1992 Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berto Plat Inspector Spokane, WA 99260 -0180 (50 456 -3600 FAX (509) 456 -4715 N0 /100THS SUBDIVISION ROADWAY IMPROVEMENT BOND KNOW ALL MEN BY THESE PRESENTS, that INLAND ASPHALT COMPANY (developer), as "Principal," and SEABOARD SURETY COMPANY (bonding company), a corporation organized and existing under the laws of the State of NEW YORK , and authorized to transact a surety business in 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 EIGHTY - SIX THOUSAND THREE HUNDRED EIGHTY - SIX AND 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 the owner of a tract of land in Spokane County divided and platted into lots and known as RIDGEMONT ESTATES NO. 4 and being located in Section 25 , Township 25 North, Range 44 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 in accordance with those Plat Roadway Improvement Specifications dated , 19_____, and to the satisfaction of the Spokane County Engineer; such improvements to be completed not later than December 31 , 1992 , unless said date be extended at the option of the Spokane County Engineer. Upon failure of the Principal to comply with the requirements stated here- in within the time authorized, and upon delivery of a written notice thereof by Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent 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 satis- fied, in which event written release will be given by the Obligee, the Obligee having sole right to grant such release. The Surety hereby waives all rights to release from the obligation except as herein stated. SIGNED AND SEALED this 5th day of June By; Bond 226905 Dollars ($86,386.00 ) INLAND ASPHALT COMPANY SEABOARD SURETY COMPANY Surety z-{ _� { Linda Tichey #: Attorney -in -Fact , 1992 . (Title) Certified eopy - No X238 ADMINISTRATIVE OF MW FICES'BEDSTER NEW JERSE -� PO WER OF ATTORNEY ` _� _ � KNOW ALL_M BY; THESE PRESENTS That SE ABOARD SURETY.COMPANY acorporation'of the S tate of New Y ha made 1constltuted and-appo and by these presents does m constitute nit- appoint = George c -Solir'oede 'or (arla-Holt or_Charles H Stetlen or Linda Tichey or JoA Tonana. and W Merrill. or W W . -Weller o .William_Dlnneen, or.Lo_is St rart or R hoda A Tlo Spokane r WastTangton ' itstrueandlawfuiAttorney-in-Fact, to make executea hddeliveronttsbehallinsurancepohaes surety bon dsunderlakings other Instruments of si_mllar nature as follow �� - - . - � Wlthout L�mitations L-- �z� = - - !� —� `�` �� ��� _ �� a uh'Insurance po t ie cs surety bonds undertakings a�lnstm ruents fot sapu id rposes wh en d execu ted bythe - afores aid c _ Attorney In'Fact -shall b ebiriding upon the said Cornp and to'th same;atentas if s uly i ne8_by thhe duly authoriz ofhcers;i Company and sealed wdh^its_corpor - -- - -- - al a_ nd the acts' — -- - Attorn y Fact pursuant to the authontV- w hereby given ar_, hereby rat fled ain ��J — _Th pp_ ment Is -made pu rsuant-to the following - By Laws whi we[e my adopted by the Board of - Directors of the said Compa`yomDDecember 8th - .1927 wlt t and:Includin Ja nuary 15 1982 and_are= stil in full forO a d effect ARTICLE -VII . 7 - --- - nt s Policies bonds a recognances stipulations consents of . surety underwriting undertakings - and m serumentsreld= mg.theret o irsurancepolicies bonds_fecogn_zencea shpulatwns consents of surety and an derwrdmgunder takinge of.theCompany; and releases agreements and other a - wrrtmgs`relaaing u anywaylhereto orAo %y claim_or- toss - .thereunder s hall :beaigned tn_the:name and:onbehalf of the_Com y ` -_' a)�y the Chairmanof theBo ; thePresdent =aVlc Presidenor flesid tent Vtce3P_ resident and byth ary eSecret am Assist ant See Thiary.;a Resident' Secretaryo R esldenliASSlsta - aSecret'ary or(b) by an At torny_m e F_ aotlpnthe- Company_ appointed "arid authorrzetl byt n he-EFiairma of tde^BOard the = Preslde.ntofl Vice President to:make such signature pr (c)- by,such other officers or representatives as the Board mayfroma.1 it 10.hme determine The: seal of the,Company shall if- approprlateibe aftlxed_,thereto by any ch offlc Attomey-m -Fact orrepresentative v - W ITNESS W HEREOF SEABOARD SURETY COMPANY has caused these presents =to b e sighed by one of -its Vi ce = Presidents and its corporate Seal to-be hereunto affixed and dulyatested -by° one of°its Assistant Secrets ia this 7 th day of FeDrllaTy ° ! 1 9 `�= =� ' �_= v dos " Z i� PA — Y / ;I 9 c' _Attest-. = _ —�; - SSEA_� SU CO�IPA 1 z. ` _ . `- � � a BY. Assistant Secretary STATE ORNEW JERS (Sea CERTIFICA T For verification of the authenticity of this Power of Attorney you may call, collect, 201 - 658 - 3500 and ask for the Power of Attorney clerk. Ple ..r Attnrm•• m,mhor thn nhrnm nomn•1 inai..ir6, 11c1 on•r •lntnae of thn hnn•i In vihinh thn nn. •or.e e n n n Notary Public Vice- resident - '- COUNTY OF SOMERSET On this 711t '- da of Feb ntavy 19 befo me ersonall a ppeared d Michael B. -Keegan _ = -ii ce President of SEABOAR SURET COMP ANY, with whomi ersonally acqualnted,:whd beingby me duly sworn said that he resides in the_ State : New Jersey • that he is a Vice- Presidentof SEABOARD SURETY COMPANY, the corporation described: and which executed the foregoing instrument; that he knows the corporate seal of the said Company; that th e s eal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company and that he- signed his name thereto as Vice- President of said Company by like authority. - - _ _ ` cE TAR - - NOTARY ov rw UE M KI ' L _ tdOTARY- PUBLIC OF t VJ J =RSEY "o O?O s L My Ccmm,,cn .pi June 4,1996' I, the undersigned Assistant Secretary of SEABOARD SURETY COMPANY do hereby certifythal the original Power of Attorney of which the foregoing is a lull, true and correct copy. is in lull force and effect on the date of this Cenif icate and I do further certify that the Vice- President who executed the said Power of Attorney was one of the Officers authorized by the Board of Directors to appoint an attorney -iri-fact as . provided in Article VII, Section 1, of the By -Laws of SEABOARD SURETY COMPANY. This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Executive Committee of the Board of Directors of SEABOARD SURETY COMPANY at a meeting duly called and held on the 25th day of March – RESOLVED: (2) That the use of a printed facsimile of the corporate seal of the Company and of the signature of an Assistant Secretary on any certification of the correctness of a copy of an instrument executed by the President or a.Vice-President pursuant to Article VII, Section 1, of the By -Laws appointing - and authorizing an attorney -in -fact to sign in the name and on behalf of the Company surety bonds, underwriting undertakings or other instruments described in said Article VII. Section 1, with like effect as it such seal and such signature had been manually affixed and made. hereby is authorized and approved." IN WITNE WHEREOF, I have hereunto set my hand and affixed the corporate � al of the Company to these presents this c • 5th - - day of June t Secretary 7 (Rev. 7/84} eter to the Powei 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) REMOVE EXISTING DRYWELL 2) REGRADING EAST OF PLAT 3) REGRADING WEST OF PLAT 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 R 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) REMOVE 69 FEET EXISTING CURB 2) 3) 4) BOND ESTIMATE PROJECT P1423C RIDGEMONT EST #4 4TH ADD NAME DAVE BERTO GRADING, SURFACING, CURB, AND SIDEWALK UNITS EA EA ER EA EA CY EA LF LF LF LF EA ER CY SF EA CY CY EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SQ YD LF QUANITY PRICE 2 1250.00 9 1573.00 325.00 330.00 11 320.00 420 14.90 675.00 21.30 25.90 32.00 28.80 1435.00 300.00 300 10.00 0.70 1 4000 140 DRAINAGE SUBTOTAL 10.00 10.60 10.60 44.50 3886 6.50 7.90 7.60 16.20 2981.3 1490.6 1018.6 10 160.00 32.00 5 75.00 69 GRADING AND SURFACING DATE 04- Jun -92 500.00 10.00 10.00 0.30 COST 2500.00 14157.00 0.00 0.00 3520. 00 6258.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3000.00 0.00 500.00 40000.00 1400.00 0.00 0.00 0.00 71335.00 1600.00 0.00 375.00 1975.00 29813.00 15800.36 0.00 45327. 70 25259.00 0.00 0.00 0.00 20. 70 0.00 0.00 0.00 116220.76 U.5 GRAND TOTAL . / ?Oi000 189, 530.76 ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE R SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A STREET QUANTITIES PROJECT NO.- P1423C DESIGNER- DAVE BERTO DATE - PROJECT DESCRIPTION- RIDGEMONT ESTATES #4 4TH ADDITION STREET # 1 NAME - 20TH AVE LENGTH- 301.31 FT. BEGINNING STATION = 1835.93 INTER # 1 FULL INCLUDED ISWIDTH = 36.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED MEASUREMENT 12675.77 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. STREET # 2 NAME- 21ST AVE LENGTH- 444.32 FT. BEGINNING STATION = 1000.00 TERM # 1 :CROSS STREET INCLUDED EW 0.00 TERM # 2 : CROSS STREET INCLUDED EW 0.00 ITEM MEASUREMENT 17778.88 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. STREET # 3 NAME- 21ST COURT LENGTH- 233.87 FT. WIDTH- 36.00 FT. BEGINNING STATION = 266.13 ENDING STATION = 500.00 TERM # 1 : CUL -DE -SAC OFFSET PERM RADIUS = 45.00 RADII = 20.00 TERM # 2 : CROSS STREET INCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 MEASUREMENT 14558.88 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. STREET # 4 NAME- SONORA LENGTH- 300.01 FT. BEGINNING STATION = 1810.06 INTER # 1 T EXCLUDED ISWIDTH = 36.00 6/ 4/92 WIDTH- 36.00 FT. ENDING STATION = 2137.24 SK = 0.00 RRD = 20.00 QUANTITY 469.5 C.Y. 234.7 C.Y. 0.0 C.Y. 160.4 TONS PROPOSED 581.6 FT. WIDTH- 36.00 FT. ENDING STATION = 1444.32 PW 18.00 SK 0.00 RAD 20.00 PW 18.00 SK 0.00 RAD 20.00 QUANTITY 658.5 C.Y. 329.2 C.Y. 0.0 C.Y. 225.0 TONS PROPOSED 862.3 FT. QUANTITY 539.2 C.Y. 269.6 C.Y. 0.0 C.Y. 184.2 TONS PROPOSED 622.9 FT. WIDTH- 36.00 FT. ENDING STATION = 2110.07 SK = 0.00 RRD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM SURFACE AREA- 10800.36 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. STREET # 5 NAME- TIMBERLANE LENGTH- 723.56 FT. WIDTH- 36.00 FT. BEGINNING STATION = 843.80 ENDING STATION = 1567.36 INTER # 1 T EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 ITEM SURFACE AREA- 24680.16 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 R EXISTING 0.00 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A MEASUREMENT QUANTITY 400.0 C.Y. 200.0 C.Y. 0.0 C.Y. 136.7 TONS PROPOSED 524.0 FT. MEASUREMENT QUANTITY 914.1 C.Y. 457.0 C.Y. 0.0 C. Y. 312.3 TONS PROPOSED 1295.1 FT. 2981.3 C.Y. 1490.6 C.Y. 0.0 C.Y. 1018.6 TONS 3886.0 FT. �I , y POND EST FORM PROJECT I (/l /'P_hnniti'I es1 1 / k NAME LT ktc.S,OA) Item 1/ Drainage Item; Un i.ts Quantity 1) Dryuel.l - Type A EA 2) Drywell - Type 11 EA 3) Crate - Type 1 EA 4) Crate - Type 2 EA 5) Grate - Type 3 EA 6) Backfill for DW Cy 7) Concrete inlet EA 8) C.M. pipe 10" dia. LF 9). C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation (9 CY • e 3 27 (J 15) Sod SF Non Standard Drainage Items 1) ��.,,.,� /, I" ;v■i /ky tt /) gA 2) X fleAd;ACj EGO of ief i' c 3) 12'e 1rp/tiYY Wrj pi Y'/G.( �' 1 - 4) Page 1) 2) 3) 4) 5) 6) 7) 96/4 Std Dw1 n Bd1 Dw1 , ( vi le 3 grai Dwl ,(vile BRF Inlet Pipe Li 3 c, 11 Dia Pipe 4 a 0 / 11 4 8 c_ L }° = I dD 5 -t )) -ow - d l Price Cost Dia S9 6 Pine la ± 1lo y -- E 0 s t Re' 1 rc,Airi 2- ,o a I3v>I 3 = L/oo o c, DATE 6`L/ - Dia OTIIER F3 = 13 7 _F -k ) Us r 733 _ � )7 April 14, 1992 KEN TUPPER T D C INC., ATTN: MARY REDMAN 12929 EAST SPRAGUE SPOKANE, WA 99216 Dear Mr. TUPPER: SUBJECT: RIDGEMONT ESTATES N04 4T11 ADD & 5TH ADD PROJECT # P 1423 C & D Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 2 percolation rate tests and 1 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $1,500.00 excluding utility location. Additional Materials Laboratory remarks are as follows. NEED DRYWi LL STAKED, PROFILE PLANS.. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Ndelson Planning Engineer OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer itfigA, AUT ORIZING SIGNA R cc: SIMPSON ENGINEERING k\g\f\r- value.pri N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director DATE Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 FROM STAR BROKERS - TOPPER &ASF' 'IRTES AprlI 14, 1992 Dear Mr. TUPPER: l Gary S. Nelson Planning Engineer 0E1Ic, OP Ti III COUNTY ENGINEER Ronald C. Hormann, P.E., Cottnty Engineer KEN TUPPER T D C INC., ATTN: MARY REDMAN 12929 EAST SPRAGUE SPOKANE, WA 99216 Respectfully, 04.21.1992 13:50 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director SUBJECT: BBIQUAONT ESTATES NO4 4111 APP tic 5T11 ADD PROJECT * P 1423 C & D Additional information with respect to the above projects subsurface soil conditions Is required to complete the plans review process, Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary Investigation of the on -site conditions; and has determined a minimum number °U. percolation rate rests and J. stabilomcter "R" value tests are required, It estimates the cost of such soil borings and tests to be approximately $1.500,00 excluding utility location. Additional Materials laboratory remarks are as follows: NEED DRYWI:L,L STAKED, PROFILE PLANS.. The Spokane County Materials Laboratory is available to supply this Information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel, Please note that the above Is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs Incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees, Failure to pay these fees may result In delay In completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. -r-^ \ iOR1ZINO�OT J1tNN \ T AUT cc: SIMPSON ENGINEERING k\g\(U- value,prl N. Pit Jefferson Spokane, WA 99260.0180 ilt, -/Th A L C 6 DATE i/ £k,ev L (509) 456-3600 FAX (5091456.4715 kp ***END*** P. 2 April 14, 1992 e t S P O IC A N E . r'�' 7 1; ?:, C 0 U N T OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director KEN TUPPER T D C INC., ATTN: MARY REDMAN 12929 EAST SPRAGUE SPOKANE, WA 99216 Dear Mr. TUPPER: SUBJECT: RIDGEMONT ESTATES N04 4TH ADD & 5TH ADD PROJECT # P 1423 C & D Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 2 percolation rate tests and 1 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $1,500.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRYWitLL STAKED, PROFILE PLANS.. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer XL, AUTHORIZING SIGNATURE cc: SIMPSON ENGINEERING k\g\l\r- value.pri N. 811 Jefferson DATE Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 (DATE) Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE DATE cc. Engineer k\g\f\r- value.tes s) fr e cor! aAl ffls r. D.c,� =nc, e 5 ,L S6 PoK6 k44. ��,,,n,,//1� (DEVELOPER'S NAME p & ADDRESS) 4-f' /y►' & . R r1 Dear Mr 7" /JP/ b J SUBJECT R 6 -E. 0 T )55r4 Ter i& i ftir 4 o0 l �) PROJECT# P/7 .3 � A Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of Z percolation rate tests and / stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $ /.Do excluding utility location. Additional M terials Laboratory remarks are as follows: /Yee 2 u se- //S S7;1_ ) 11Ro (i l 1 PI 5 The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. FROM ANGLE DIST NORTH, EAST TO P1423C RIDGEMONT ESTATES #4 4TH ADD BLOCK 1 SIDELINES 4 -20 -92 D.R. AUTO INVERSE * * * ** START 2000.00000 2000.00000 1 1 INV N 0 39 38.0 E 295.9500 2295.93033 2003.41189 2 2 INV N 80 51 41.0 E 233.2700 2332.97908 2233.72100 3 3 INV N 83 02 09.0 E 112.9900 2346.67895 2345.87738 4 4 INV N 2 45 20.0 E 136.4900 2483.01113 2352.43913 5 5 INV N 12 22 15.0 W 68.4500 2549.87182 2337.77453 6 6 INV N 33 08 10.0 W 76.3300 2613.78861 2296.05028 28 28 INV N 56 18 15.0 E 116.7900 2678.58182 2393.21891 29 RADIAL N 33 41 45.0 W DELTA 95 53 52.0 RT RADIUS 20.0000 TAN 22. 1724 L -ARC 33.4746 RADIAL N 62 12 07.0 E RP 2661.94193 2404.31459 30 29 CHORD S 75 44 49.0 E 29.7019 2671.26907 2422.00653 31 TAN@PT S 27 47 53.0 E RADIAL N 62 12 07.0 E DELTA 55 27 31.0 RT RADIUS 506.5900 TAN 266.2963 L -ARC 490.3464 RADIAL S 62 20 22.0 E RP 2435.01747 1973.87863 32 31 CHORD S 0 04 07.5 E 471.4274 2199.84198 2422.57220 33 TAN@PT S 27 39 38.0 W 33 INV S 27 39 38.0 W 122.7300 2091.13837 2365.59696 34 RADIAL S 62 20 22.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 27 39 38.0 W RP 2100.42301 2347.88269 35 34 CHORD S 72 39 38.0 W 28.2843 2082.70875 2338.59804 36 TAN @PT N 62 20 22.0 W 36 INV N 62 20 22.0 W 115.4300 2136.29509 2236.36014 37 RADIAL S 27 39 38.0 W DELTA 73 23 54.0 RT RADIUS 20.0000 TAN 14.9071 L -ARC 25.6209 RADIAL N 78 56 28.0 W RP 2154.00936 2245.64479 38 37 CHORD N 25 38 25.0 W 23.9045 2157.84572 2226.01617 39 TAN@PT N 11 03 32.0 E RADIAL S 78 56 28.0 E DELTA 253 23 54.0 LT RADIUS 50.0000 TAN 67.0822 L -ARC 221.1318 RADIAL S 27 39 38.0 W RP 2167.43661 2176.94465 40 39 CHORD S 64 21 35.0 W 80.1784 2123.15094 2153.73303 41 TAN @PT S 62 20 22.0 E 41 INV S 62 20 22.0 E 77.5200 2087.16364 2222.39353 42 42 INV S 27 39 38.0 W 100.0000 1998.59230 2175.97029 43 • 43 INV N 89 32 42.0 W 175.9700 1999.98970 2000.00584 44 LAT & DEP 0.01030 - 0.00584 44 HCLOSE N 29 33 54.3 W 0.0118 2000.00000 2000.00000 1 PREC = 1 TO 205616 Area = 148317.67 sq ft 3.40491 ac FROM ANGLE DIST NORTH EAST TO BLOCK 2 SIDELINES AUTO INVERSE * * * ** START 2774.03469 2536.36744 9 9 INV S 23 15 53.0 E 135.3600 2649.68084 2589.83192 10 10 INV N 70 47 11.0 E 30.1400 2659.59964 2618.29307 11 11 INV 5 13 57 43.0 E 153.6500 2510.48905 2655.36534 12 12 INV S 0 14 32.0 W 216.3200 2294.17098 2654.45083 13 13 INV S 89 20 22.0 E 182.1100 2292.07151 2836.54873 62 62 INV S 13 07 59.0 E 59.9300 2233.70897 2850.16561 63 RADIAL N 76 52 01.0 E DELTR 6 42 42.0 RT RADIUS 385.0000 TAN 22.5754 L -ARC 45.0992 RADIRL N 83 34 43.0 E RP 2146.23190 2475.23527 64 63 CHORD S 9 46 38.0 E 45.0734 2189.29026 2857.81987 65 TRN @PT S 6 25 17.0 E RADIAL N 83 34 43.0 E DELTR 97 04 55.0 RT RADIUS 20.0000 TAN 22.6385 L -ARC 33.8880 RADIAL S 0 39 38.0 W RP 2187.05346 2837.94535 66 65 CHORD S 42 07 10.5 W 29.9772 2167.05479 2837.71478 67 TRN @PT N 89 20 22.0 W 67 INV N 89 20 22.0 W 183.8000 2169.17375 2653.92699 68 RADIRL S 0 39 38.0 W DELTA 23 26 54.0 RT RADIUS 385.0000 TAN 79.8990 L -ARC 157.5615 RADIAL S 24 06 32.0 W RP 2554.14816 2658.36551 69 68 CHORD N 77 36 55.0 W 156.4642 2202.73140 2501.10376 70 TAN @PT N 65 53 28.0 W RADIAL S 24 06 32.0 W DELTR 87 40 53.0 RT RADIUS 20.0000 TAN 19.2066 L -ARC 30.6066 RADIAL N 68 12 35.0 W RP 2220.98682 2509.27320 71 70 CHORD N 22 03 01.5 W 27.7062 2228.41102 2490.70222 72 TAN@PT N 21 47 25.0 E RADIAL S 68 12 35.0 E DELTA 50 30 41.0 LT RADIUS 556.5900 TAN 262.5725 L -ARC 490.6842 RADIAL N 61 16 44.0 E RP 2435.02295 1973.88123 73 72 CHORD N 3 27 55.5 W 474.9479 2702.49042 2461.99350 74 TRN @PT N 28 43 16.0 W RADIAL S 61 16 44.0 W DELTA 85 01 31.0 RT RADIUS 20 100 TRN 18.' 347 L -ARC 29.6794 RADIAL N 33 41 45.0 W RP 2712.10135 2479.53288 75 74 CHORD N 13 47 29 E 27.0301 2728. 124 2468.43720 76 TANGIPT N 56 18 15"0 E 76 INV N 56 18 15.0 E 81.6500 2774.03935 2536.36955 77 LAT & DEP -0.00466 -0.00211 77 HCLOSE S 24 24 31.3 W 0.0051 2774.03469 2536.36744 9 PREC = 1 TO 357738 Area = 97928.38 sq ft 2.24813 ac FROM ANGLE DIST NORTH EAST TO - CENTERLINE 21ST COURT AUTO INVERSE ***** START 2078.74072 2359^09026 23 23 INV S 27 39 38.0 W 31.0000 2051.28360 2344"69905 98 98 INV N 62 20 22.0 W 202.5200 2145.29995 2165.32437 99 99 INV N 27 39 38.0 E 25.0000 2167.44278 2176.93018 100 100 INV N 37 12 40.0 W 175.0000 2306.81500 2071"09830 101 101 INV S 80 51 41.0 W 68.5700 2295.92448 2003,39866 102 LAT & DEP 0.00586 0.01323 102 HCLOSE N 66 07 37.4 E 0^0145 2295.93033 2003.41189 2 PREC = 1 TO 34699 No Area PREC = 1 TO 101276 No Area FROM ANGLE DIST NORTH EAST TO centerline sonora south AUTO INVERSE * * * ** START 2141.49676 2885.20865 91 RADIAL S 89 20 22.0 E DELTA 13 47 37.0 LT RADIUS 410.0000 TAN 49.5923 L —ARC 98.7050 RADIAL N 76 52 01.0 E RP 2146.22349 2475.23589 94 91 CHORD N 6 14 10.5 W 98.4668 2239.38089 2874.51236 95 TAN @PT N 13 07 59.0 W 95 INV N 13 07 59.0 W 53.8000 2291.77376 2862.28829 96 96 INV S 89 20 22.0 E 25.7400 2291.47701 2888.02658 97 LAT & DEP 0.00100 — 0.00127 97 HCLOSE N 51 47 05.9 W 0.0016 2291.47801 2888.02531 14 PREC = 1 TO 109886 No Area FROM ANGLE DIST NORTH EAST TO p14230 centerline 20th ave 4 -8 -92 D.P. AUTO INVERSE * * * ** START 2613.78861 2296.05028 28 28 INV N 33 08 10.0 W 30.0000 2638.90984 2279.65138 78 78 INV N 56 18 15.0 E 164.0700 2729.93324 2416.15671 79 79 INV N 56 18 15.0 E 137.2400 2806.07178 2530.33964 80 80 INV N 10 39 07.0 W 32.6000 2838.11003 2524.31377 81 LAT & DEP 0.00114 0.00194 81 HCLOSE N 59 27 11.9 E 0.0023 2838.11117 2524.31571 8 PREC = 1 TO 161672 No Area FROM ANGLE DIST NORTH EAST TO centerline timberlane drive AUTO INVERSE * * * ** START 2729.93324 2416.15671 79 RADIAL N 56 18 15.0 E DELTA 61 21 23.0 RT RADIUS 531.5900 TAN 315.3615 L -ARC 569.2643 RADIAL S 62 20 22.0 E RP 2435.01565 1973.87677 82 79 CHORD S 3 01 03.5 E 542.4511 2188.23435 2444.71318 83 TAN @PT S 27 39 38.0 W 83 INV S 27 39 38.0 W 136.7300 2067.13075 2381.23868 84 84 INV N 62 20 22.0 W 25.0000 2078.73656 2359.09584 85 LAT & DEP 0.00416 - 0.00559 85 HCLOSE N 53 22 08.8 W 0.0070 2078.74072 2359.09026 23 PREC = 1 TO 104955 No Area FROM ANGLE DIST NORTH EAST TO centerline 21st to sonora south AUTO INVERSE * * * ** START 2188.23435 2444.71318 83 RADIAL S 62 20 22.0 E DELTA 1 22 03.0 LT RADIUS 531.5900 TAN 6.3441 L -ARC 12.6877 RADIAL S 63 42 25.0 E RP 2435.01565 1973.87677 86 83 CHORD N 26 58 36.5 E 12.6874 2199.54120 2450.46854 87 TAN @PT N 26 17 35.0 E 87 INV S 63 42 25.0 E •29.3100 2186.55797 2476.74613 88 RADIAL S 26 17 35.0 W DELTA 25 37 57.0 LT RADIUS 410.0000 TAN 93.2720 L -ARC 183.4223 RADIAL S 0 39 38.0 W RP 2554.13942 2658.36077 89 88 CHORD S 76 31 23.5 E 181.8965 2144.16667 2653.63404 90 TAN @PT 8 89 20 22.0 E 90 INV 8 89 20 22.0 E 231.5900 2141.49676 2885.20865 91 91 INV S 0 39 38.0 W 147.5000 1994.00656 2883.50818 92 92 INV N 47 21 08.0 W 33.6350 2016.79392 2858.76854 93 LAT & DEP 0.00398 - 0.00489 o� urn ner Id =m =1 =c - 7 OICTC. 7 OI7.1 c 70700s On =❑ 7a7aa /Q RADIAL N 62 12 07.0 E RP 2662.14166 2404.61411 30 29 CHORD S 75 44 49:0 E 29.7019 2671.46879 2422.30604 31 TAN @PT S 27 47 53.0 E RADIAL N 62 12 07.0 E DELTA 55 27 31.0 RT RADIUS 506.5900 TAN 266.2963 L -ARC 490.3464 RADIAL S 62 20 22.0 E RP 2435.21719 1974.17815 32 31 CHORD S 0 04 07.5 E 471.4274 2200.04170 2422.87172 33 TRN @PT S 27 39 38.0 W 33 INV S 27 39 38.0 W 122.7300 2091.33809 2365.89647 34 RADIAL S 62 20 22.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 27 39 38.0 W RP 2100.62274 2348.18220 35 34 CHORD S 72 39 38.0 W 28.2843 2082.90847 2338.89756 36 TRN @PT N 62 20 22.0 W 36 INV N 62 20 22.0 W 115.4300 2136.49481 2236.65966 37 RADIAL S 27 39 38.0 W DELTA 73 23 54.0 RT RADIUS 20.0000 TAN 14.9071 L -ARC 25.6209 RADIAL N 78 56 28.0 W RP 2154.20908 2245.94430 38 37 CHORD N 25 38 25.0 W 23.9045 2158.04544 2226.31569 39 TRN @PT N 11 03 32.0 E RADIAL S 78 56 28.0 E DELTA 253 23 54.0 LT RADIUS 50.0000 TAN 67.0822 L -ARC 221.1318 RADIAL S 27 39 38.0 W RP 2167.63633 2177.24416 40 39 CHORD S 64 21 35.0 W 80.1784 2123.35066 2154.03254 41 TRN @PT S 62 20 22.0 E 41 INV S 62 20 22.0 E 77.5200 2087.36336 2222.69305 42 42 INV 5 27 39 38.0 W 100.0000 1998.79202 2176.26981 43 43 INV N 89 32 42.0 W 175.9700 2000.18943 2000.30536 44 LAT & DEP - 0.18943 - 0.30536 44 HCLOSE S 58 11 13.2 W 0.3593 2000.00000 2000.00000 1 PREC = 1 TO 6774 Area = 148442.38 sq ft 3.40777 ac FROM ANGLE * * * ** START 1 INV 2 INV 3 INV 4 INV 5 INV 6 INV 7 INV 8 INV 9 INV INV INV INV INV S INV S RADIAL N DELTA RADIUS TAN L -ARC RADIAL S RP 15 CHORD S TRN @PT S INV 9 INV N p1423c Ridgemont Estates No 4 4th add plat boundry 4 -8 -92 D.H. AUTO INVERSE 2000. 00000 N 2295.93033 N 2332.97908 N 2346.67895 N 2483. 01113 N 2549.87182 N 2664. 03107 N 2838.11117 S 2774. 03469 S 2649.68084 10 N 2659.59964 11 S 2510.48905 12 S 2294. 17098 13 2291. 47801 14 2245.06456 17 18 19 20 21 22 J i 24 25 26 FROM INV INV INV INV INV INV INV INV N S N N S N S N O 39 38.0 E 80 51 41.0 E 83 02 09.0 E 2 45 20.0 E 12 22 15.0 W 33 08 10.0 W 56 18 15.0 E 10 39 07.0 E 23 15 53.0 E 70 47 11.0 E 13 57 43.0 E O 14 32.0 W 89 20 22.0 E 13 07 59.0 E 76 52 01.0 E 13 47 37.0 RT 435.0000 52.6162 104. 7236 89 20 22.0 E 6 14 10.5 E O 39 38.0 W O 39 38.0 W 47 21 08.0 W 89 20 22.0 W O 39 38.0 W 88 33 20.0 W 62 20 22.0 W 27 39 38.0 W 62 20 22.0 W 27 39 38.0 W 89 32 42.0 W ANGLE lot 1 sidelines AUTO INVERSE * * * ** START 1 INV N 0 39 38.0 E 2 INV N 80 51 41.0 E 3 INV N 83 02 09.0 E 4 INV N 2 45 20.0 • E 5 INV N 12 22 15.0 W 6 INV N 33 08 10.0 W 28 INV N 56 18 15.0 E RADIAL N 33 41 45.0 W DELTA 95 53 52.0 RT RADIUS 20.0000 TAN 22.1724 L -ARC 33.4746 DIST NORTH 295.9500 233. 2700 112.9900 136.4900 68.4500 136.3300 313. 7800 65. 2000 135.3600 30. 1400 153.6500 216.3200 233.5900 47. 6600 EAST TO 2000.00000 2003. 41189 2233.72100 2345. 87738 2352.43913 2337.77453 2263.25249 2524. 31571 2536.36744 2589.83192 2618.29307 2655.36534 2654.45083 2888.02531 2898.85429 2146.22682 2475.23169 104.4709 2141.21188 2910.20278 170.0000 1971.22317 2908.24292 67.2700 2016.79790 2858.76366 218.0000 2019.31113 2640.77814 25.0000 1994.31280 2640.48993 126.4400 1997.50005 2514.09011 175.0000 2078.74072 2359.09026 56.0000 2029.14077 2333.09324 125.0000 2087.16982 2222.37906 100.0000 1998.59847 2175.95582 175.9700 1999.99588 1999.99137 LAT & DEP 0.00412 0.00863 27 HCLOSE N 64 29 02.3 E 0.0096 2000.00000 2000.00000 PREC = 1 TO 368415 Area = 399623.53 sq ft 9.17409 ac DIST NORTH EAST 2000.00000 2000.00000 295.9500 2295.93033 2003.41189 233.2700 2332.97908 2233.72100 112.9900 2346.67895 2345.87738 136.4900 2483.01113 2352.43913 68.4500 2549.87182 2337.77453 76.3300 2613.78861 2296.05028 117.1500 2678.78155 2393.51843 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 TO 1 4 5 6 28 29 FROM ANGLE DIST NORTH EAST TO p1423c block 3 sidelines 4 -7 -92 D.B. AUTO INVERSE * * * ** START 2016.79790 2858.76366 19 19 INV N 89 20 22.0 W 218.0000 2019.31113 2640.77814 20 20 INV S 0 39 38.0 W 25.0000 1994.31280 2640.48993 21 21 INV N 88 33 20.0 W 126.4400 1997.50005 2514.09011 22 22 INV N 62 20 22.0 W 125.0000 2055.52910 2403.37593 52 52 INV N 27 39 38.0 E 105.7200 2149.16672 2452.45458 53 RADIAL N 62 20 22.0 W DELTA 86.46 13.0 RT RADIUS 20.0000 TAN 18.9032 L -ARC 30.2885 RADIAL N 24 25 51.0 E RP 2139.88208 2470.16884 54 53 CHORD N 71 02 44.5 E 27.4760 2158.09130 2478.44073 55 TAN @PT S 65 34 09.0 E RADIAL S 24 25 51.0 W DELTA 23 46 13.0 LT RADIUS 435.0000 TAN 91.5510 L -ARC 180.4683 RADIAL S 0 39 38.0 W RP 2554.14193 2658.35432 56 55 CHORD S 77 27 15.5 E 179.1768 2119.17084 2653.33937 57 TRN @PT S 89 20 22.0 E 57 INV S 89 20 22.0 E 186.5900 2117.01971 2839.91697 58 RADIAL N 0 39 38.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RRDIRL S 89 20 22.0 E RP 2097.02104 2839.68640 59 58 CHORD S 44 20 22.0 E 28.2843 2096.79047 2859.68507 60 TAN @PT S 0 39 38.0 W 60 INV S 0 39 38.0 W 80.0000 2016.79579 2858.76278 61 LAT & DEP 0.00211 0.00087 61 HCLOSE N 22 31 52.4 E 0.0023 2016.79790 2858.76366 19 FROM PREC = 1 TO 485AR Area = 5069M sq ft NOR'H15018 ac EAST TO block 2 sidelinews AUTO INVERSE * * * ** START 2774.03469 2536.36744 9 9 INV S 23 15 53.0 E 135.3600 2649.68084 2589.83192 10 ' 10 INV N 70 47 11.0 E 30.1400 2659.59964 2618.29307 11 11 INV S 13 57 43.0 E 153.6500 2510.48905 2655.36534 12 12 INV S 0 14 32.0 W 216.3200 2294.17098 2654.45083 13 13 INV S 89 20 22.0 E 182.1100 2292.07151 2836.54873 62 62 INV S 13 07 59.0 E 59.9300 2233.70897 2850.16561 63 RADIAL N 76 52 01.0 E DELTA 6 42 42.0 RT RADIUS 385.0000 TAN 22.5754 L -ARC 45.0992 RRDIRL N 83 34 43.0 E RP 63 CHORD S 9 46 38.0 E T3M(aDT q A PS 17 . Th P 2146.23190 2475.23527 64 45.0734 2189.29026 2857.81987 65 RADIAL N 83 34 43.0 E DELTA 97 04 55.0 RT RADIUS 20.0000 TAN 22.6385 L -ARC 33.8880 RADIAL S 0 39 38.0 W RP 65 CHORD S 42 07 10.5 W TAN @PT N 89 20 22.0 W 67 INV N 89 20 22.0 W RADIAL S 0 39 38.0 W DELTA 23 26 54.0 RT RADIUS 385.0000 TAN 79.8990 L -ARC 157.5615 RADIAL S 24 06 32.0 W RP 68 CHORD N 77 36 55.0 W TAN @PT N 65 53 28.0 W RADIAL S 24 06 32.0 W DELTA 87 40 53.0 RT RADIUS 20.0000 TAN '19.2066 L -ARC 30.6066 RADIAL N 68 12 35.0 W RP 70 CHORD N 22 03 01.5 W TAN @PT N 21 47 25.0 E RADIAL S 68 12 35.0 E DELTA 50 30 41.0 LT RADIUS 556.5900 TAN 262. 5725 L -ARC 490.6842 RADIAL N 61 16 44.0 E RP 72 CHORD N 3 27 55.5 W TAN@PT N 28 43 16.0 W RADIAL S 61 16 44.0 W DELTA 85 01 31.0 RT RADIUS 20.0000 TAN 18.3347 L -ARC 29.6794 RADIAL N 33 41 45.0 W RP 74 CHORD N 13 47 29.5 E TAN @PT N 56 18 15.0 E 76 INV N 56 18 15.0 E 2187.05346 29.9772 2167.05479 183.8000 2169.17375 156. 4642 27.7062 474.9479 LAT & DEP 77 HCLOSE N 56 48 39.4 E 0.3057 PREC = 1 TO 5987 Area = 97928.38 sq ft 2554. 14816 2202.73140 2220.98682 2228.41102 2435.02295 2702.49042 2712.10135 27.0301 2728.74124 81.3400 2773.86736 0. 16732 2774. 03469 2.24813 ac 2837.94535 2837.71478 2653.92699 2658.36551 2501.10376 2509.27320 2490.70222 1973. 881 23 2461.99350 2479.53288 2468.43720 2536.11163 0. 25580 2536.36744 66 67 68 69 70 71 72 73 74 75 76 77 9 SPOKANE COUNTY COURT HOUSE SIIPIEMECNIVINI MEMORANDUM Thank you. s am Enclosure c: Ken Tupper, 12929 East Sprague, Spokane, WA 99216 PLANNING DEPARTMENT Enclosed find copies of the above referenced final plat. Please review and forward any comments by April 10, 1992. If you have any questions you may contact Tim Lawhead at 456 -2205. RECIaViE D MAR 3 0 1992 Cciati Engineering BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 RECEIV D 1992 County Eegineecing TQ Division of Engineering and Roads Division of Utilities Division of Buildings Spokane County Health District Fire Protection District No. 1 Vera Irrigation District FROM: Tim Lawhead, Planner II / r7Z DATE: March 27, 1992 SUBJECT: Review of Final Plat PE- 1423 -82C Ridgemont Estates #4 4th Addition MAR- 05 —'92 12:16 ID:UTILIT'Y SPO r OFEICF. OF TI Ili COUN'ry ENGINEER • Ronald C. liormann, l' E., County Engineer Agreement Number if 2'C2 L 1 whose interest in the project is dove] opor PRIORITY FEE AGREEMENT This agreement between Spokane County and T.D.C., Inc. TEL NO:509 -456 -4715 14654 P92 A DivISION OF TIE PUBLIC WORK$ DEPAKrMENI' Dennis M. Scott, P.E., Director is entered into this Ath day of March , 199 2 . This agreement is applicable to the project known as: Ridgemont Estates No. IV, Addn 4 That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on doubletime cost incurred by Spokane County for project reviews plus ten percent administrative charge, and will he 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 killing should be sent to the attention of: I understand that failure to pay these Ices may result in delay in completion of approval of the project or other possible sanctions, k\g\ I \t \p r i o r i ty. f e e N. 811 leffersan Mdry Redman T.D.C., Inc. E. 12929 Sprague Spokane, WA 99216 By Spokane. WA 99200-0180 150 -3000 FAX 1509) 450-4715 March 6, 1992 Mr. Gary Nelson Spokane County Engineers North 811 Jefferson Spokane, WA 99201 Dear Gary: KENNETH J. TUPPER MAR 0 91992 Please find enclosed the overtime agreements for Ridgemont Estates No. 4, Additions 4 and 5. I will be following up on this with you next week. Sincerely, TUPPER & ASSOCIATES, INC., REALTORS E. 12929 SPRAGUE AVENUE SPOKANE, WA 99216 PHONE: (509) 928 -1991 "KENNETH TUPPER' SHARON .L; TUPPER N. 224 MOFFITT LN. P11. 924 -3518 SPOKANE ,MA _99206 Pay To • The Order Of . VALLEY OFFlGE j 5 , ',FARMERS & MERCHANTS BANK; : 5MEMBER' FDIC S f < ' _ OPPORTUNITY, WAS N' TO 99214 • or "; �•� • rdsssEE 1`.2:5'i 5'7 Sr 0 ` ri672, 1i..#F201. , ? \o .2032 19 12 . ; '.98- 5-5 74/ 1251 • Dollars' -};•fE f 4 cf _: �t h 1 . RECEIVED FROM-.: ' /z ,E1PT- 12.57 • �� / /. / /a 6. ,a / FOR tfi e-/2 - ACCOUNT BEGINNING BALANCE . AMOUNT PAID BALANCE DUE ' HOW PAID CASH CHECK MONEY ORDER .7 BV �2 a G - EmOhlT sT4 0 test Please furnish TO: MATERIALS LARORATOR FROM: INELSO SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section T)tcrm[natlon • Dar,• - as ` o _ Stnbllemeter R. valucs for the soils. on the following project: U actual'_ County Road Name(s) RID / CRP /PLAT No. ROAD NAME. i I» 4ERL /N.F Drainage Rcma'rks* • Drilling request ROAD NAME • FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector Arterial Access Road Private Road- These arc guideline traffic Indexes only. necessary to calculate individual traffic (Sec•attached sectton.map). R VALUES • LOCATTOM, FOR OFFICE USE ONLY . CLASS.' • TRAFFIC INDEX 5 S 4 Traffic data sl•••clflc. lodexr.. 3 PGl ADD, * Please note any unusual .characteristics of soils and /hr topography. 'Ace'the soils able for the use of drywells? - Are there any unusual drainage considerations? TRAFFIC'INDEX" t Act t h., project are suit— MATERIAL grade v S EN CONTRACT I040 Cv 07 HDOTRS. LAB, HOE_ 7/ C l/ ACCEPTANCE SAMPLE N ASSURANCE SAMPLE NO. I.A.S. NO. Sit NO. V MST. LAB. NO. �— BRAND NO. — SECTIO , /Q 6 1 N i 1 / .J 7 _ f ,eC4' /A N -e-, I D. NOAAT NO. r REEL NQ. — CITY7 NTiAGENLYC�NT, NO. ( COUNTY -. - 0 ./7e'. /( MM 66 CERTIFICATE NO. TRUCK/CAR NO. CONT' • •. lVU STOCKPILE NO. PR (//10 S.5 / /Pc SUBCONTRACTOR, USED AT STATION TO STATION .-- SAMPLED AT DATE FIELD ❑ BASED ON FIELD TEST NO. REJECT TESTED AT. - BY MC Pahla,n .N RA J /%/ �/ /an ACCEPT ❑ OUANTT' REPRESENTED PRODUCED ON DATE ASPKALT CONTENT IN MIX M DESIGN ASPHALT CONTENT REOUESTED ATJOBS1' SCREEN ' • . Coarse/ Fracture SE..' .oust Raga - S/S % Asph. Max. Density FIELD .. DIST. LAB. SPECS. - . , .. , t °La Washington State rl W Department of TFStnp•rtaUon REMARKS: • Mix Design Desired o Yes o No DDT roAM OeamF T,n DISTRIBUTION: LAB r ()nu; ['EST REPORT FOR S kX Q .RJ\ O` E Sieve, Analysis of 'assing Cumulative. % Screen- Wt.. Grms. Retain Total Weight temarks ftis. File. 'hys. Test )F,__ :hem. Lab 'roj. )ist. Mtls. Eng. Gen. File_X Q.C. D'st.Admi X(2) Aggregate Project Engineer Organization Code Phone: (SCAN) Spec. % , ° ' i Pass. Req. Frac ' r-1 onal k'. spy -re tned-bS-- ,:,)OT fur ons only_ t , , i , , , , 1 , , i SF . -'LE TRANSMITTAL ACCEPTANCE /AScURANCE/INDEPENDENT ASSURANCE •'K' - Vrtlue yC6 3 644 • "a 198424' LAB. NO.E 7/97 Other Test Results Los Angeles Test Degradation Test Bulk S. Gravity Sand Equivalent Dust Ratio Stabilometer: "R" Value S`f Swell Pressure Drainage Factor S1/40 Ora .C.1 •'nl Labor odes V3 f 03 '/4 DatJIAR 3 0 1990 By Le) JOHN R. STRADA P.E. 7-G3c) MATERIAL F)E ENGIN T.t�L1 r g, Et iA h .44 .M• ■ 5.4,5 I18111011 I \ IRV ICBM IOW KNOW • 111 !1 IIIID•••ID 'IN DI.•1• MINI IIII 0.35' ACP + 0.65' OR 0.35' ACP +0.45' ACB 0.35' ACP + 0.50' CTS, OR 0.35' ACP + 0.35' ACB 0.25' ACP + 0.50' CTB, OR 0.25' ACP +0.35' ACB pm flaraelre Ma nn III IMAM ODD ' I r /.r /ifl CTB, IIIIiriIIYM!aII =VI MAIM p4• /,rM•a• I/ I I /IIrr/AIIII 1 1 ow IIII ' WA 0ra.:II�II►/I/c III I //.t/I MAIM► MI II III I /..-1 a II IIIIIII.�: I i M 0 ACP ■ III IA ..._ IMMI ///.I MN II • r.: II AI a • 0.30' ACP / 11 /.I■ NI= II I/ I/.r //I MEMO MM SWAIM= '- MIININIII • ' • • I / I/I/IIP%th%e, ∎ IIII Ica am w 14 "∎- 0.20 ACP IIII V PO ith Wag all • L L s IIr1II /I II • , . III I/I /III • ` II • • •: 1 NIMR/IIMWAIIIII `.. " 11\\ \• • ` IIIIII %IIII■ . 11 .. ; ; `.� III /III /,FOAM///■ • ', ''DCa • ' 111 l ° = / rr:cs__ • 4.F.raimm. • C �I �. . . .. Wa ►a nqIIIIIIII �' ""•.c MIII /i111III1I �I WA D . • .. • • • IInI NIIIIE / /// /VIII • •. ' oA//I r n an uullll • .M. a n■Kr• anaitao•a_■�. inawi iv.Illluull C ia i'I:I:.ICCR".l'n^`:^t. I•r4• =-!f.'9 Gm7IIIIIIIII / t - . • \ D►• I\ ISINCOOO \ORIII/I ~ O E \O\ \RKRIA CONORXIIMIMIB /atuu•IIIIIIIIII ` R.MROVI %a IDS DOOOD BNI♦OSOr1yII7,%I /IIIIIIIIIIIIII n '. ID. . '.'. \I / C\D'..• " "Js:C•••• r/,IA /IIIIIIIIIIIIIII OD '.. • • . . • ` 'CS \� I,IA /IIII■III1111III1■ • COOSIMMIMM I I I IIII IIMIII• �. • NORRXWMII I I/ VIII // I I III ... ► ■►• OI:O\ VIIIIII■ IIIIIIIIIIII • • • •• • IIIIIIIIIIIIIPI 0.15' ACP 3.0 2.9 2.8 2.7 2.6 2.5 2./ 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 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 STRUCTURAL DE STABILOMETER R V Lib 10 20 30 40 50 IGN CHART FOR FLEXIBLE PAVEMENTS LUE I 60 ! 70 80 90 - . 1 ` . 2 ) ' I " rc. . EXAMPLE: Given an R value of 25 and a traffic indoa of 6.0, thicknos requirements con be determined as follows: An •quival•nl gravel depth of 1.65' ( round 10 1.7 ) at point A. A modif ied surfacing d•pih of 1.05Jaat at point II for o pavement of 0.35foot ACP + 0.50 foot CTB, or 0.35 fool ACP + 0.35 lot ACB. A modified surfacing depth of 1.43 foot ( round 101.45) for pavamanl of 0.35 loot ACP. Figure 326 -2a .zoc 0.5 10 B C 1.5 2.0 2.5 ODIFIED SURFACING DEPTH (FEET) r, 3.0 SEPTEMBER 1977 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Source Capital Corporation E 9106 Indiana, Suite 200 Spokane,Wa. 99212 cc: Ken Tupper W. 1026 Broadway Ave. A DNIsroN OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director RE: Plat of Ridgemont Estates #4 4th Add. PN 1423c Bond Reduction. Tupper & Associates. June 17, 1993. Dear Sir or Madam: Please be advised that the funds set aside issued by your company as surety for roadway improvements for the above mentioned plat, dated June 10,1992 in the current amount of $20,719.00 may now be reduced to $19,000.00 If you -have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berto Plat Compliance Surveyor Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 From To Inter- office Commu cation i einertar Subject ' i /F i / • Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON l/ Date PROJECT P14230 RIDGEMONT EST #4 4TH ADD NAME DAVE BERTO DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 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) Remove Existing Drywell 2) Regrading East Of Plat 3) Regrading West Of Plat 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 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) Remove 69 Feet Existing Curb 2) 3) 4) 10% BOND ESTIMATE UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF EA CY CY QUANITY PRICE 0.2 1250.00 0.9 1573.00 300. 00 330.00 1.1 320.00 42 14.90 700.00 22.00 25.50 27.50 29.00 1450.00 300. 00 30 10.00 0.70 0. 1 400 14 DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD LF 0. 5 298.13 149.06 101.86 388. 6 6.9 500.00 10.00 10.00 1 160.00 30.00 75. 00 GRADING AND SURFACING DATE 17- Jun -93 0.30 COST 250. 00 1415.70 0.00 0.00 352. 00 625.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 0.00 50.00 4000. 00 140.00 0.00 0.00 0.00 7133.50 160.00 0.00 37. 50 197.50 10.00 2981.30 10.60 1580.04 14.00 0.00 44.50 4532.77 6.50 2525.90 7.90 0.00 7.60 0.00 16.40 0.00 2. 07 0.00 0.00 0.00 11622.08 use 19/cot GRAND TOTAL 18,953.08 1 1 -4 i u.rbCut - 2? j 'dm* r: , arrel , Ty Spoltan County .5 Me Fro. e.**raare., STA. at 45 , 25': ce" Top Grate. ,• e.V;22.9. Fond Bottom ; 1e:/.f2.o2.2.1.0 1 -ths 4 co/struc.-t 5' Curb Cut i 5 L.:4 ; . '- ::::•. :''''' ' ConstrUet .2:.C. b Cut Etr ' e"BT/C +BB.. al; , I , gr § . jiI..,. a.' I/ if/I// 11 / .:-.., ' 1/ / of # t II/ g 1. 1 k: i :1:\ it2 i 1/11 1/ 1. .:\ '. C1/411 ill II I I 11 I ' .- \ ;111 I I 1' ''-' \- . 1 I A ! l I I i L.- -; .- J )111 It( r :. ...-.. 1 \ l■ ■ ■ ■ m■. ■.■ ■ ■•/. / I( = == {■.., WOR =,..: Ul I ‘ ..** ••■■ ;.■.: • ■..m m.w.m ■ ■www ‘■.• tS • ' 23 P : i :: :: .., ::: ;.: : : A ''' • . • • • , ‘ A • . • Stngle Barre Drysie.11 ) Type A Spolco.ne Co nty Standard Metal Fro.tfe. 4 Grate. ,Ty 3 5 8+4 , 25' R Top Grat , Elev. 2.02.2 6 .11 Pond ottom , Elev. 202.2 , . T 7- 2 '57 \ R • • • 1.11 ,ed c. '... ' --- ' 1 \ ' A .t- ..- . - 1 - 1 1 -" - • I • -. t..: r• \ ". C. - k • \ , \... ...- 0 \ % el ..? 1 Ct.....° ...) 1‘..0,... M 91 04040040 Vr 0 PAGE 1183 zrceivEO /12 3 . FILED GO, I CORDED , REQUEST OF ` A a A- _3!li i 1111 '91 • ,f1y1LCtAF1 E. DONAHUE `.• AUDITOR ._ SPOKANE. COUNTY. WASH. SAMPSON . ' SPOKANE; ;COUNTY.ENGINEERINGDEPARTMENT ., ,., Spokane ;; County, ashington r c t' _. .. ; r f pRAINAGE EASEMENT c. n5_. so- :r :'Pt.; .. rrr &.z or!.q Ttar [; The Grantor(s) Sullivan South Enterprisea, WaehingtonuCorporatiop of the-County of Spokane, State -fo and *in considerationuc .ofr.Mutualr.8enefite, the . receipt of which is 'hereby •a 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 44EaetW in : Spokane County, Washington, described as follows: Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates .No. ,4,!, -,lst Addition as per plat thereof recorded in Volume' 19 'of- Plats, ';page, 27.in .Spokane County,: Washington; , thence the - next'three courses'and °distances ai ng`'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 'ra dis 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 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'lof'-100.00 feet; thence S62'20'22"E a distance of 125.00 feet to the. True Point of Beginning; thence N27 ° 39'38 "E 7a distancea :56:00;•feet ;cuthence: N62 ° 20'22 "W a distance of 13.00 feet; thence S27 "W a distance of 56.00 feet;. thence,; S62° 20f 22!; E 1; to the True P.O.B. Situate in t `COUntyof' SPOka'ne; State of 'Washington% Pt3c0 ni t'.! .'",C). _r :.. 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- "a' "croee - or'l+adjacent`•'fo•'l' theabove - deeoribed.lande. 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 facilitiiii lbeated within this drainage Easement per plans on file in the office of the Spokane - County Engineer. The Grantor(e) hereby releases Spokane'County, and all''ite- officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persona or property`'arieing out of or in any way incident to or attributable to .the storm drainage withih'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. 'tt'.:' 1. E. Excite Tax Exempt . Date 7- -4 3 199 Spokane County Trees. (over) _ „n .9 Sep ( ie, -.•.;Lremoas );e1SbuTpTsaa if C:t ' a•- ti q204bUTLIBEA g v44 ao; pue UI • . 0 TIFlud AaMoN • ; „ t t. Notc ua;;Tam asoqi,qms;4eppye Sup 9 44 'Teas TeToT;go •&12 paxTgge pun puey Aw ;as oqunaaay espy I s doausiimitsafixim NI •buTATT mou sT TedTouTad men ay; ;ey; pue pallosaa uaaq ;ou say ;uawnagifuT sTyq.•go uoTqlsoaxe ay; buTzTaoyqns Sau1o;;12 ;o aemod ay; ;ay; . page;s cp(' ult"pliniiieuoildetTilifia4yrn'aebdrid-pUi seen ay; .zo; Ted pies ay; go peep puu ;op ArmunTonnpuetleaa;:atd)seupdtVpaap.pue ;oe Aav;unTon aTey; SP EWES ay; pareas pug paubTs Say; gem; ow oq. pabpaTmouvou pue 'paqTaosap uTaaay; OSTP UOT4e2odjo3 'u045117482M v •sesTadigiuitiogueATTing ...WI 40E4 uTr-Sauao;411 se pue sasTasway; aog quawna;suT buTobaao; ay; paq.noaxa oym pue uT paqTaosap s TeuPTATPuT v44 eq o; umouv aw o; zuau .13 suogiv . pue aecidny tfleuuaN paavadde ATTEuosaad uaoms4pue: pauoTssTwwooc: AIn p L yU 045 M4evb0; 0-: a4v4S v ast4 aog Pup UT oTTqnd Sae;og e•ipaubTsadpuneyaviaaogagh4t66I "I "--•"-A4"t e Al r my; up _ I _ 4.44-4g= 4i44.1? - • aNywyds so Lamm tpiLt NOIDNIHSVM 30 aIvis - buTavyg ;Toad "ouf.saaddher: J aaisnay"'aaddny -r y;auuaN pue :agTm pue,pueqsny e ua44T4M 'd aTaocavg pue •If aouaaay • . ;.• • _ r• rsul.114:54(1. ' . r • , ;.. pue figsnax buTavPS 4T3oad "ou/ isuToo SeT5nopsaa;Firt,T,To teitbri9c, rpm! epTbripa pTeuog -' • : • tr 1 , z i- 3 4'; ,.-.• ..14uot4tiodsoo:tuog.buTtle3m 4::4z/ setbnea • • ' '.` r C•.:11 ' • 7 ;,1••• c•:.: "10- • • . • • pue fA;ansIoa.c1age.xedasipue eT08t911.1:.3P,T:6u3Ie8P:Pw P,aT.7aVY v. 'Aeib!TH • . : „.,• • , • ' . :7:•,• • " 0 rPtrela 1:UPBed. eTPUTS e isneTx. •g uaaa . •. • 'T • , • pue tuoT;eaodaob uo l .bu Ty s em.v>f . tousageToossv / ITauuop,0 •a BOWEL. • V'tF ' 2 f pue'!gsnay uOTsuadis,ouiLaaauut'unTag saa;snaz saauuar'uvTaG dc wTc/ew.goi "ouT 'aeqwna aresaToymuaaabaats I saaqsnay-o0 !Semen Sauk( pull waeyTTM •11 sewer ebuTaeyN 4T;oad cr..r,., .“5.11”,-4(.1 4.7.) R,' pue .;snaw 6u Tae4S'MJoad 'S'd 'Janne •a aortae 'emsnag, 'amq.ng •if aonag 1..1 ci::1;:: _,. . .• ilb.. ej.: ft. ylrano .,...!-.-• ,s . ...,. _ auy.farim:,pue p unqpnyi sa SIPH. - 3, 1 9PITH pue.,.g suog-TV • ... : •uTmoTTog 01 44 ao; 49F3 u T , .auaO;4V.:nav zuau -IS sUOJTV.pue aa n.I 'I' 44vuuaX .. • .2::: •:Itt...r.ftri (.. t ..1„”..s 1:• : , . ', • • ;ova PT Anua044V zuag,•g 'quonv F p- air tau.; •, • r u!-.24°4411%. 7,71, t. SSSINcINZINa mznos muirlans 5 3 67 8 T4; (s)Teas pue PRIT 'WA (s)Puvg ;L f:Jj 'IbEJ ano ;as ownaaay BABq apv ssuxim NI i:Nr.70j • DATE = 3/4/92 TOTAL AREA = 3"226 ACRES OVERLAND FLOW VALUES Ct = ^l L = 260/ � N = ^4 S = .o68v/ CHANNEL FLOW VALVE3 L = 11 Z1 = 90 Z2 -= ^17 N = .u16/ 8 = 0 S = .012�// '/ TD = "187' COMPUTED VALUES DUR = 6.58 I10 = 2.81 010 = 3.28 QA = 3.28 RATIONAL FORMULA HYDROLOGY DESIGNER = H. C. BASIN A PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DEGCRIRTION = ON-SITE STORMWATFR DRAINAGE / SUBAREA 1 = .908 SUBHREA 1 RUNOFF COEFFICIENT = SUBAREA 2 = 2.3l8 SUBAREA 2 RUNOFF COEFFICIENT = .l5 COMPOSITE RUNOFF COEHFICIENT .36109733416 DATE = 3/4/92 t t (min.) (sec.) 5.0 .300 6.6 * 395 2.81 10.0 600 2.24 15.0 900 20.0 1200 25.0 1500 ,0.0 1800 35.0 2100 .91 40.0 2400 45.0• 2700 .74 50.0 3000 .68 55.0 300 . .64 60.0 3600 .61 65.0 3900 .60 70.0 4200 .58' 75.0 4500 .56 80.0 4800 85.0 - 5100 . 5400 .50 95.0 5700 ..49 100.0 '6000 THE MAXIMUM STORAGE IS 944.237342 CU. The time of concentration is 6.580841 The Undeveloped flow out TEN YEAR STORM CALC • 3..18 1.77 1.45 1.21 1.04 BOWSTRING CALCULATIONS DESIGNER = D,: H. C. BASIN A PROJECT NAME = RIDGEMONT ESTATES N0.-4 - 4TH ADDITION DESCRIPTION = ON -SITE STORMWATER DRAINAGE Intensity.Odev. (in. /hr.) .(c.f:s.) Vin (cu. ft.) .3.7». 1489 600 889 3.28 1734 790 944 2.61: 1200 • 716 2.06. 2 12 1800 332 1.69 . 2 254 2400 -146 :1.41Y.: 2304 3000 -696 1.21' 2343 3600 - 1257 2368 4200 -1832 2421 4800 -2379 2443 5400 -2957 _2483 6000 -3517 6600 -4040 7200 -4546 7800 -5004 8400. -5472 9000' -6004 9600 -6554 10200 -7060 10800 7577 11400: 8070.. 12000 8570 1 2 560 2654 . 2796' 292E 2 996 3046 minutes. Vou Storage (cu. ft.) (cu. ft.) 'Pomp "A" voLoME = 915 cu. FT.. c 6" tefTrt ' Z Dourue cm-re' DATE = 3/4/92 ^ RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. BASIN,B PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION / DESCRIPTION = ON-SITE STORMWATER DRAINAGE � SUBAREA 1 = .68R\/ xORES SUBAREA 1 RUNOFF LOEFFlClENT = SUBAREA 2 = 2"393 ACRES SUBAREA 2 RUNOFF COEFFICIENT = ^15 TOTAL AREA = 3.081 ACRES COMPOSITE RUNOFF COEFFICIENT = .317478091529 OVERLAND FLOW VALUES Ct = .15 k/ L = 44O */ N = .4 / / 5 = .046 `/ CHANNEL FLOW VALUES L = TD = 0 COMPUTED VALUES DUR = O,30*/ I10 = 2.48 010 = 2.43 QA = 0.00 BOWSTRING CALCULATIONS DESIGNER , = D.H.C. PROJECT NAME = RIDGEP10NT ESTATES NO. 4 4TH ADDITION DESCRIPTION = ON -SITE STORMWATER DRAINAGE DATE = 3/4/92 t t Intensity Odev. 4' Vin' Vcut Storage (min.) (sec.) (in'.. /hr.) (c:f.s.) `(cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.1B 3.11 12501 ' 600 6 J 8.1 * 498 2.48 2.4 '1622 996 626 10.0 600 2.24 x.19 1686 1200 486 15.0 900 1.77 1.73 1851 1800 51 20.0 1200 1.45 1.42 . , 1942 2400 -458 25.0 1500 1.21 1.18 1976 3000 .-1024 30.0 1800 1.04 1.02: 9 003i. 3600 -1597 35.0 2100 .91 .89' H2020 • 4200 -2180 40.0 2400 .82. .00; ,:2061 4800 - -2739. , 45.0 2700 .74' ;. .72 2077 5400 -3323 . 50.0 3000 .60 - :,,'67 `' -, 2108 - 6000 1 -3092 55.0 3300 .64 . ' 2172 6600' -4428 . 61 .60 2249. 7200 -4951 60.0 65.0 3900 70.0 4200 75.0 4500 80.0 4800 .85.0 5100 90.0 5400 95.0 .5700 100.0 • 6000 THE MAXIMUM STORAGE TEN YEAR STORM CALC 3600 . 60 . 58 1 The .time of concentration is .57 The Undeveloped flow out is 2 c.f.s.'-:. 8400 . 56 .54 . 2535 9000 • •2576 • •50 2654 • .50 49 2 724 .49 i .48. ;' 2813. - 11400 -8587 . 40 .47 2897: 12000 -9103 IS 650.427834 CU. FT. POND "s = 652..5 cu. FT. C 6" DEPTH Z DouBLE 6ARRZL D■Y'JE -- • .52 2479- 8.299013 minutes. • BASIN B 2368. 7800 . -54=2 -5921 9600 10200 10800 -8076 • -7024 -7546 DATE = 3/4/92 RATIONAL FORMULA HYDROLOGY PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = ON-SITE STORMWATER DRAINAGE SUBAREA 1 = .281 ACRES SUBAREA 2 = .394VACRES TOTAL AREA = .675 ACRES COMPOSITE RUNOFF COEFFICIENT = .462222222222 OVERLAND FLOW VALUES Ct = : L = 40 •/ N = .4 ,/ S = .01 �/ CHANNEL FLOW VALUES L = 4 Z1 = 40 Z2 = "172 V/ N = .016 // B = O S = .008^/ TD = .162 ,/ COMPUTED VALUES DUR = 7.50 I10 = 2^6O v / 010 = .01 / QA � .91 »' DESIGNER = D.H.C. BASIN C SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 DATE = 3/4/92 BOWSTRING CALCULATIONS DESIGNER = D.H.C. BASIN C PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = ON-SITE STORMWATER DRAINAGE t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .99 399 90 309 7.5 * 450 2.60 .81 489 135 354 10.0 600 2.24 .7p 526 180 346 15.0 900 1.77 .55 582 270 312 20.0 1200 1.45 .45 612 380 252 25.0 1500 1.21 .38 624 450 174 30.0 1800 1.04 .72 634 540 94 35.0 2100 .91 .28 640 630 . 10 40.0 2400 .82 .26 653 ,720 -67 45.0 2700 .74 659 810 -151 50.0 3000 .60 .21 669 900 -231 55.0 3300 .64 .20 690 990 - -300 60.0 3600 .61 .19 '714 1080 -366 65.0 3900 .60 .19 752 1170 - -413 70.0 • 4200 .58 .18 788 1260 -472 75.0 4500 .56 .17 806 1350 -544 80.0 4800 .53 .17 819 1440 - -621 85.0 5100 .52 .16 • 844 1530 -686 90.0 5400 .50 .16 886 1620 -754 95.0 5700 .49 .15 895 1710 -815 100.0 6000 .48 .15 921 1800 -879 THE MAXIMUM STORAGE IS 354.214255787 CU. FT. * The time of concentration is 7.503015 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CAL.0 POND "C_ VOLUME = 448 co, FT• Q. 6 DefT i y- -�> „ A „ I> g,1 aL gAs IN) " _ cApAc OF CURE oPet- IkILCS _eks _ smcnor.a tc).-k-Go _ A st.) 2" - DePe..ES.S mt.1 KILET: _o _ = Cs I2t, bey-n-i F Fr.ort FIG., I G a.. r I : ul oeut • , B I 7 - ; 7 t jTEg 2. -r-C 7 1 . - L- 5 = 0 CD _ T 1...)TER...ceret - cf str\Tiah-1 15+.15, 00 °70 • 4 X 8" taL Cukg atir, _ 1.1.1 "c" 2 a _a tr- _2." bergsssi °fr.) Ikn-ET 15) Fgarc1 Ft G URE a_ k9 • La-- - GS, L.F 11J i Pali G 5 .h. I ...P ROL) IDeb .. AbEqU 3-5-92 19 +6 Aue:2‘Jue : .5 LE. % 8"DtEP CUgt Guy STA - 15 + /S T1 m gel-LAI-3E PRI INLET NUMBER c2 LENGTH 4.0 STATION 1550 TOTAL PEAK DISCHARGE = 0.08 (cfs) GUTTER SLOPE = 0.0387 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 0.80 2.0 2.51 0.1000 5.0 1.00 3.9 0.163 0.183 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 2.6 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.08 CFS CARRYOVER =' 0.00 DATE = 3/4/92 RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. BASIN D PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = PH-SITE STORMWATER DRAINAGE SUBAREA 1 = ^171v RES SUBAREA 2 = .223 y4CRES OVERLAND FLOW VALUES Ct = .15 L = 30 N = .016 9 = .02 CHANNEL FLOW VALUES L = 250 I1 = 40 Z2 = .172 N = .016 B = 0 9 = .008 TD = "149 COMPUTED VALUES DUR = 5.00/ Ilo = 3.18 Q10 = .65 / 8A = .65 I � �/ / SUBAREA 1 RUNOFF COEFFICIENT = .9 , SUBAREA 2 RUNOFF COEFFICIENT = .15 ,/ TOTAL AREA = .414 ACRES COMPOSITE RUNOFF COEFFICIENT = .496014492754 BOWSTRING CALCULATIONS DATE = 3/4/92 DESIGNER = D.H.C. PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = ON-SITE GTORMWATER DRAINAGE THE MAXIMUM STORAGE IS 172.5112260()1 CU.. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is ^3 c"f.s, TEN YEAR STORM CALC BASIN D t t Intensity Qdev. Vin Vout Storage (min.) • (sec.) (in./hr.) (c"f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 30() 3~18 .65 263 90 173 10.() 600 2.24 .46 323 180 143 15^0 900 1.77 .36 364 270 94 20.0 1200 1.45 .30 388 360 2B 25.0 1500 1.21 .25 398 950 -52 . 30.0 1800 1.04 .21 . 4()6 540 -134 75.0 2100 .91 .19 411 630 -219 40.0 2400 .82 ^17 421 720 -299 45.0 2700 .74 .15 426 810 -384 50,0 300() .68 .14 433 900 -467 55.0 3300 .64 .13 447 990 -543 60.0 7600 .61 .13 464 1080 -616 65.0 3900 .60 ^12 489 1170 -681 70.0 4200 .58 .12 512 1260 -748 75.0 4500 .56 .11 524 1350 -826 80.0 4800 "53 .11 534 1440 -906 85"() 5100 " �2 .11 550 1530 -980 90.0 5400 .50 .10 565 1620 -1055 95.0 5700 .49 .10 584 1710 -1126 100.0 6000 .48 .LO 6()1 1800 -1199 ' Pow) "D^ VoLumG 33 4- cu FT C - pe'TH � - Type ^A" D*�°/ ELL BASIN) ID : CApiNCIT1 of CvR.B. of INLETS CONTINUOUS GicADES _ _ _.. _0) 5.71787111CM,1_ a_ = pcer_cssioKJ lk act_ a_ =- 0, G 5 c 4S /6 Cryt.C.) Y 4 4 - f '- t' Darn-k o F FI-ow ROM FIG, 16a., = 0 .1 0 o. cs 1-0- = - S It ikrItgcsfr ( L 4 FPor4 FIG. iC, 6 - FLO v., I NrcKCEPTE0 = (m :Tr- 1 1 - 6? CPS FL-0 Cacctu-ou.ek... = G5 = .1, c..-Pc 2.0 Aver.iu .�9 • u.1 — k- c r 7PatuD s Zo-t-31, 20 Ava 2 •• n I • 4- x 8" Dee? cu g.13 CA../7" • A z ank of--1 IS+ Is Tit413eRLAKJE 4- x a "Dee-R—autE—C.ut____-_— ___ ..... ______Cg-).i Syka.toO_t_S_t_t__Timse.R.LAQE... Dittvs • I a- = 2.11)t 1 Y = .011 ((Ram rici 18) bS, L.F__.,cq.u.ip-at___• too a la OPENiniC e. 5-H5 __PkOV !Deb _ _ ADeQuATE _ Ter c'__.h) 0 .„ - 7•_ _ . _ _ _ . _ ti.v; ` 2.6 ( isrls td_ ___ _fr.OPth ..".S • 4n :1)2) I O EY ( , --)c-fryk-tsic c FP-a &I v/c.) u Sl• t-t tyrra.) 2.. 1A,IP23:1/1 S. , 16 3 6. PC- . 0 UP D E:VELO p cn I- • • C- T0 PELP „.1.tp..r.S.___1_27._?. r l L3 2 ; 4E7 • • • tell. SCSI). 2 ;4, 1 22 ° . • • • • /ta tiiumM CHLU: ` RATIONAL FORMULA HYDROLOGY DATE = 5/28/92 DESIGNER = D.H.C. BASIN E PROJECT NAME = RIDREMOQT ESTATES NO. 4 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE - REVISED SUBAREA 1 = .927 ACREG» / SUBAREA .1 RUNOFF COEFFICIENT = SUBAREA 2 = 2^388 ACRES v/ SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 3`315 ACRES COMPOSITE RUNOFF COEFFICIENT = .357728506787 OVERLAND FLOW VALUES Ct = .15 L = 20 N = .016 S = .02 CHANNEL FLOW VALUES L = 3R() Z1 = 36 22 = .172 N = "016 G � 0 G = ^o6 TD = ^2065 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = 3.79 DA = 3,80 DATE = 5/26/92 DESCRIPTION = STDRMW8TER DRAINAGE - REVISED t t (min.) (sec.) 5.0 * 300 ' 10.0 600 15.0 900 20.0 1200 25.0 1500 30.0 1900 35.0 2100 40"0 2fO0 45.0 2700 50.0 3000 55.0 37:00 60.0 3600 65.0 3900 70.0 4200 75.0 4500 80.0 4800 85.0 . 5100 96.0 5400 95.0 5700 ' 100.0 6000 BOWSTRING CALCULATIONS DESIGNER = D.H.C. BASIN E PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION Io1ensit . Qdev. Vin Vout Storage (in./hr.) (c.f.s.) (cu. ft") (cu. ft.) (cu. ft.) 3.18 5.79 1524 600 924 2.24 2.67 1875 1200 ` 675 . 1.77 2.11 2115 1800 315 1.45 1.73 2251 2400 • -149 1.21 1.44 . . 2312 3000 -688 1^04 1.24 2359 3600 -1241 . 91 1"09 , 2390 4200 -1810 . 82 .98 2447 ' 4800 . -2353 . `. . 74 . ^88 ` 2473 5400 • -2927 �. ` � "8l �25l5 6000 -3485 . 64 . ;76 ' 2596. 66()0' -4004 . 61 . . • 2693 7200 ` -4507 . 60 ^71 �840 � 7800 -4960 � . 58 . .69 ' 2975 8400 -5425 . 56' _ �66 3046 9000' -5954 .53 ,63 3098 9600 - 6502 ^6 • � 3195 1.0200 -7005 . 50 .60 .3281 10800 -7519 . 49 .58 339() 11400 -0010 ^48 , ^57. , :3493 12000 . -8507 `� .�' • � � , THE MAXIMUM STORAGE IS 924,4443��CU^ FT - � ) /youb�\� , ��,��� ou ��'"������vFl�c� � ' � s The time of concentration is 5 minutes ' � `, The Undeveloped flow out is '2 c.f.'s. T`�P�� Ag-LyuplI TEN YEAR STORM CALC r RATIONAL FORMULA HYDROLOGY • DATE _= 4/8/92 DESIGNER = D.H:C. BASIN F PROJECT NAME = RIDGEI°IONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = ON --SITE STORMWATER DRAINAGE SUBAREA 1 = .905 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 __ 2.72%,..-ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 3.625 ACRES COMPOSITE RUNOFF COEFFICIENT - .33724137931 OVERLAND FLOW VALUES 01: = .15 L = 520 N = .4 ✓% S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES / DIJR = 11.93 // 110 = 2.03 010 = 2.48 OA = 0.00 BOWSTRING CALCULATIONS DATE _- 4/8/92 DESIGNER = D.H.C. BASIN F PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION == ON -SITE STORMWATER DRAINAGE t t Intensity Odev. Vin Vout. Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. f=t.) (cu. ft.) (cci. ft.) 5.0 300 3.18 3.89 1563 900 3 900 665 10.0 600 2.24 2.74 2202 1300 402 11.9 +. 716 2.03 2.48 2382 2147 235 15.0 • 900 1.77 2.16 2474 2700 -226 20.0 1200 1.45 1.77 2559 3600 - -1041 1500 1.21 , 1.48. 2579 4500 -1921 30.0 1800 1.04 1 27 2598 5400 r -2802 75.0 2100 .91 1 . 1 1 - : 2607 6700 -- 3695 40.0 2400 .02 . 1.00 2650 7200 -455 0 45.0 2700 .74 .90 2.663 8100 -5437 50.0 3000 .68 .83 2696 9000 -6304 55.0 3300 .64 • .78 277 9900 -7128 60. 0 3600 .61 . 75 2866 10800 -7934 65.0 3900 .60 .73 3014 11700 --8686 70,0 4200 .58 .71 3151 12600 -9449 75.0 4500 . 56 .68 3218 13500 -- 1028" 80.0 4800 .53 .65 3268 • 14400 - 11132 85.0 5100 .52 .63 5364 153011 -11936 90.0 5400 .50 .61 7450 16200 -12750 95.0 5700 .49 :60 3560 17100 -13540 100.0 6000 - .48. .59 3664 118000 - 14336 THE MAXIMUM STORAGE IS 66:.79510001 CU. FT. The time of concentration is 11.92944 minutes. The Undeveloped flow out is 3 c.f.a� TEN YEAR STORM CALL POND "F UOLUME = GG4 Cu .Ft. e ( ", 3 - ttuate BA-pm DR'iwfl! S / pi -v %it Ew5TINCa 8 x 8 Cu AA c.lfr ExISTIN6 5. 6. PRYWE -L, Tip "A" Ex'G. DR/VNAaF POND, 9' x 5'1 \ -, rlr /_% Jl.JI 1 1 (:),N1 t.. If hir V .............. " ......._ A 1:1J / 0 1 1 , . . . 0 ` 1 `\ / 3 1 ( o \ c / ;RD AVENUE \ � I ll //_ - POND F FLOoA AIWA s 1, 005 FT?" FLdOR LLiV= Z1 3 :1 slog *LoPi0 T Doutil.E 6. i 4 - DaywE Yra METAL FRAME + GRATE/Tyra No.3 5PolHNE CouNrry,STANCIARD Tim tsERL.ANE 95.61E, 5TA.9t:iO 2.1 RT., GP - r • Z2 P \/ r / cc / / � // /i --\----- \ \ // / y -/ / / Y 'W l�1` `� / j `O/ ■ \ - \/..V 5/ /.. p' 1 / 1— --- _—� - 1/ —/� Is' _,��� i r 1 �-( r`A �: ■ �� `' 1 5 INGL.E BARR,E D laywc.l. ) TYPE. A MerAL. F' - 4-GRATE, TYPE No. 3 u 5 POKAN LINT? STANDARD 21 a e 5TA. IO+4'7, 2.1 RT. T. of GRATG a 2.2 2 4 PLAT BOUNDARY J - -- 21 ST AVENUE -4 1 i�/yly��'�/n 1 r \1L!`l L- ITII )IV 1 0 0 1.7% 42 t+ eo ■ u I ►; I; I , WllII h l i I I I I I i ".a 11 t 11 ii 'c ft. - I- r l u 1 11 u � �� Ir �� . lrNe'rzhAr\KI `j _ it %1 I.. 6" f‘ II . � l 1'll•lI L�1 »l!`1 P `` 1 ill '') ll, . ' Ai I oi ll /,,7 its/ / / , L " /te J' \ / ■.) 1/11 /�' I /.14- / � h �� , / cr N N . Existing Double. garret •rw, Metal Frame. G .te. ,1 STD. 14430, 25 R• • , i STA. 0t50 , 25' aft C To Grate, Ste 33 Fond Bottom , tev. 3l / I // e tea„ 1�� KiGMotrr E.sTA No. 4 - 4 ADD 1_7111)/Q._ _ 1 G'` • 1?- . HA OF So.14 LAT) = 0 12. I A . . -- • bJt S J JQrJt..1LE . /Jo . 4 - httarmi . )4°i-TI - " 'IP 5 __ELF _ 0 , 13 TATfu_ it.41._efc-AlicALS _ 0 _1U) + • 1 Vi I = 0 . 2 - Ac.1 _ _ B + 44% a) _ 5 I 5 80 p- z ' 14 /\S114 G" Dizql 1.4 u../1 Lt._ BE Pie-44e4 O‘Tet k.14-wt-.) Dev 0 Cd4r--`2. il ItAttleitt\l'a- EfNST o F Pc-AT b OA GE F Fc? L THIS _ BAS tr.1 LAJLu_ zTh LJr _ i4 Poi tJr Furv1=-E ..___Sot Uick- Eva- je 1 F . C• 41-- Jar --•ZAC--SiiiIILAJ-711---EPA;T O DATE = 5/26/92 PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE - REVISED SUBAREA 1 = .266 ACRES ` SUBAREA 2 = 1.184 ACRES TOTAL AREA = 1.45 ACRES COMPOSITE RUNOFF COEFFICIENT = .287586206897 OVERLAND FLOW VALUES Ct = .15 - L = 500 N = .4 S = .02 - CHANNEL FLOW VALUES L = 0 T D = 0 COMPUTED VALUES DUR = 11.65 ^ I10 = 2.06 Q10 = .86. QA = 0.00 RATIONAL FORMULA HYDROLOGY 10 fir DESIGNER = D.H.C. BASIN G SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 DATE = 6/3/92 PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = REVISED STORMWATER DRAINAGE SUBAREA 1 = .658 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 1.658 ACRES COMPOSITE RUNOFF COEFFICIENT = .447647768396 OVERLAND FLOW VALUES Ct = .15 L = 35 N = .016 � = .02 CHANNEL FLOW VALUES L = 400 Z1 = 36 22 = .172 N = .016 8 = 0 � = .018 TD = .217 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = 2.36 QA = 2.37 RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. 8AS1N H K■DGtMoK1T ES TATES 1•10, 4 — 4TM A - C.)u1no1-4 Ni f, Z-1 '712- (b) N -E (Fuiv • TOTAL AK6A = 7 Z 42o FT • P.OP.AS (0.) CO ■1 _T LC1t'D - n- Pc.AT ( b) Fvrug CorlSTRoc -TI 1 = • DR. J Al..5 A/4i) Ho 0.S (4) C sw-ki rnt PEAT = t'J snit-u.: TIonJ — AS' MME 1.66,26 Ac.14E=1 Sonele•, ?t?T le kt [out361 -,1 = .. Fr w.'rz SoNOit.P., N . - ra z0 ttvo,10E = It IC0 0 Fr t--6T• kw-1G W . St or co' -!Ai'A - 5 `? Pr z {^«. L4T) = 15,000 Fr . 2- Te ) Th(-- t rat j)E:i =L/t (a) cuRJzt1� = 7,620 F-rZ o,o5F3 Acf-E (b i F ivp.E - z, szG i- It I (.0 1 15 0 :j. P2 • Pek.mEY'ct1l..E l_ft ►1 i. (a) cum, n = OK) DEt/t�e Fri _ �l 2 4Z0 — a 520 = (05, 100 Fr '' c = I. f�crG (b) Fvr = 6.10%"' uuUS ,- G T z, 41.z0 - ys, Sao - 43, `74o Pe" - 1.004 f•,c., E O. oS8 Ai: D Ale-J AGE Ff--cM WEST of R(DGEMc ESTATES told . 4 — 4TM ADD►1no O EAST l /2 cF Flom ST-Er ( "208" u 6t..uME l / t3� L-F x /8i wIDTH = 15, 1110 sq. FT. x t /2 DEPTH umrei . = GS co- FT. • Pot-lb AT • PRce uNE o F L--or 2 , B+ -acr- 1- X. E. No. 4 - 1 ADD. ( Low lPotoT) $4TTOM DtMENStot 12 wiDE X 100 LONG ) 3:1 SIDE SLovcs UoLVME e. (0. DEYTK = D 5 C r ? x foo -t- O 375 (224 LF) _ Goo 1- 84 2 :1. 4 C.u. FT. > (030 Cu. FT. FUTURE DevEtAPMEti tT AR-aA (STnRAGE uocuME) 8erw -1 Sut t,tvPVJ P-ofko PdJD PIowl€L STRUT, Z,lli. AuE. To Gu.Ac - uEST FEu-owSIttPS N, PRc PeRT1 1-1• AREA = 1:3 x (a.1 � = 488, / • 0 sq • Fr. = 11 /D Ac . SLOPE _ 20¢8 - Zo?.f) = GOO L-F 10 sTDRgaE voLUME 94 BRS1Ki W C o GJ. FT, WITH — TYPE E.. DR11/44JEL(..5 Al 0"/ - c 3 'u 1 :. - dt wt11s w; j1 woR k w±0t POND � w. PROP. Lit-4E of r -2 BL -0ov- 1 a w S �"o Q i,ow Vt('� UoLumE B DEPTH = 0 67 (IZ + 0- (22-4 LF) d-43t Slo t jS _. 5 + 150 _ r el w' AAA- - fo & fk I k Re, = 954 cu, FT. > 941. Co Cu. FT SfrtCr 26 27 V.v. ...me .••■•• 28 202.4;=owe vaL. • 60 YR. oviro `A GRACE HARVEST FELLOWSHIP SCALE 1 f00 2 BOG 1rJ 6E 12. *70 2.4 *K' / I 2 1 14 < o rr< Ir 27 s C c.,k 28 EV 0 EL 29 . URE 17 2 30 or 22 31 GRACE HARVEST FELLOWSHIP 6 21 32 V " D IT f1 Zy' KT. 1 I CuRgll lE i 18' R r. OFFS VVE = B PC=11J ' �KAI►�AGE FPOM. wEST OF DGET c i1 ES TPOES (Jo, It - 4TM f�AbvrorJ Q EhST '/Z OF P1oNE '1Z spezer ( yob uowME) — FuTU Car ) 84-0 LF x /8 wiDTN = 1E, SQ . FT, x DEPTH u.rATeg... = to 3O au. FT. R4u _ED • PoN D AT WEST PROP. t_tNE o F L-OT 2 EL-cc-K-71_, R. E. No, 4 - ADD. ( Low Pa�n1T} fATMIA DiM6lJ.31on15 12 wIDE X 10o Lon1G 3 : 1 SIDE SLcPE� Vol -u ME C. (a G.ETT1{ = Q IZ x (oo') ' t O 33 (02_4 t_F) Goo 4- 84 (08 4 Gv FT. > (030 du. FT. - EQUIP -Ct • 15 EASEIae -.1. AL -0 u6 wEST _15'_ C -0T -2 ��C�- 1 FoF; F -r - pot.JC coN kucnohl . Fu Tv1-E DEJ Et_ c P MEAT (STD ftAC -sE uot_um,E) B erw Et�J S U l . t ', J P -opts) N.) P i of i e _ STKELT, 4 Zo TFt Au E. . To GrAcE - uC F0-40wSi -ti? N. PRoPertN u n1 E A?—EA= 3 x l o = 488 OOO sq . FT: — 11.20 Ac . S�oPE = (204 -$ - 2-02-4) -- 6OO LF = 4 °7o 50 '(12-, STOFuK STow\GE = 2-1 1 19. Gv cv. FT, SToRAG E Pkeuit-Et = 21, 935 CA), FT. w■Tr. E ►n To Co.-ITN W/ T o1J EK( STlNG GPovtb To h+NC, El-CV, 20 2 6, b t il(O JG Fvrt- e Ito i ST/ - CT ST f%. (2+ ?o To 16 + S o 2�i t KT. (= 1 FT. W, of WEST rt T Ur�E - ro P of g - yo 13E L-tVt L e. et-E‘), zo2fo . DATE= 4/29/92 DESIGNER= D.H.C. DESCRIPTION= RIDGEMONT ESTATES NO. 4 - 4TH ADDITION SUBAREA 1 = 11.2 ACRES TOTAL AREA = 11.2 ACRES BASIN INPUT DATA CALCULATED VALUES TABULAR HYDROGRAPH RAINFALL = 2.6 INCHES SO `6611 STDR/A HYDRAULIC LENGTH = 600 FEET WATERSHED SLOPE = 4 TRAVEL TIME = 0 HOURS HOURS 10.0 11.0 11.5 11.70 11,80 11.90 12.00 12.10 12.20 12.30 12.40 12.50 12.60 12.70 12.80 12.90 13.00 13.2 13.50 14.00 14.50 15.00 16.0 18.0 20.0 24.0 RUNOFF IN C.F.S. 0.00 . 21 . 43 1.79 4.33 6.98 6.12 4.32 2.67 1.83 1.43 1'22 1.04 .85 . 74 .69 . 65 . 54 . 47 . 38 . 32 . 28 .23 . 17 . 17 0.00 HYDROGRAPH DESIGN S.C.S. TR-55 METHOD BASIN WEST (OFFSITE) SUBAREA 1 RUNOFF CURVE NUMBER = COMPOSITE CURVE NUMBER = 71.00 S = 4'08 0 = .54 INCHES LAG = .14 HOURS Tc = .23 HOURS VOLUME = 21,119~6i C.F. --> To STuP-E 00 eNf.n^36 u^Tv*ht... c44..w~ub , ' /6as Ar� / �L«w ^*■� ` e2_6 z^ Sm/z 1 4 S rr STD RAGE ple_o wb \/ 35 'FT, Cos /_ _l � � ` " p " ��4 �'�� 4- a4 5 6,0 � ccr Hut', _ ;uIN'FA.rt . 34 /c)(;) ' � / xZ&.»a � / �/\ c".Fr. � ��7 • 7 35 - � � U , / �|�� ■ O�x r»U� 7�5 � / o�x �o� / / ' ui - "*Ec» /uxcA ^^L l0T*L. 2-1/9 DATE = 4/7/92 SUBAREA 1 = 11.2 ACRES v TOTAL AREA = 11.2 ACRES OVERLAND FLOW VALUES Ct = .15- L - 600 N = .4 S = .04 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 10.56 110 = 2.18 010 = _.66 OA = 0.00 .5 dye L RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. BASIN W PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 4TH ADDITION DESCRIPTION = DRAINAGE FROM WEST OF FLAT SUBAREA 1 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT = .15 To G!( - e - ki ATE A6E MEEDED wri L Fu'NK.E MI/61-4P A4 »JY Cee PtoN€ ST. i5 co%1ST 'JCrmot) -Fa)" LS piA's .} DATE = 4/7/92 DESCRIPTION = DRAINAGE FROM WEST OF PLAT 5.0 300 3.18 10.0 600 2.24 10.6 * 634 2.18 15.0 900 1.77 20.0 1200 1.45 25.0 1 500 1.21 70.0 1800 1.04 :5.0 2100 .91 40.0 2400 .82 45.0 2700 .74 50.0 3000 .68 55.0 3300 .64 60.0 3600 .61 65.0 3900 .60 70.0 4200 .58 75.0 4500 .56 80.0 48c_i0 .5 85.0 5 100 . 52 90. 0 5400 . 50 95.0 5700 .49 100. 0 6000 . 48 BOWSTRING CALCULATIONS DESIGNER = D.H.C. BASIN W PROJECT NAME = R I DGEMONT ESTATES NO. 4 - 4TH ADDITION t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) * The time of concentration is 10'55844 minutes. The Undeveloped flow out is 4 .f .s. TEN YEAR STORM CALC 5.34 2148 1200 948 3.76 3026 2400 626 3.66 3109 2534 575 2.97 3317 3600 -283 2.44 3448 4800 -1352 2.03 3487 6000 -251 1.75 3521 7200 -3679 1.53 3540 8400 -4860 1.38 3603 9600 -5997 1.24 3624 10800 -7176 1.14 3673 12000 -8327 1.08 3780 \k3200 -9420 1.02 3910 144 0 - 10490 1.00 4114 15600 -11486 .97 4302 16800 2498 tt . 93 4397 18000 -1363 .89 4466 19200 - 14734 .87 4599 20400 -15801 .84 4717 21600 -16883 . 82 4870 22800 -17930 . 81 5012 24000 -18988 THE MAXIMUM STORAGE I S 947. 6448 CU. FT. j'». " W vot_.uME - 7 - 9 5 + CU, FT. C 8 "DEPTH 4-- T'i?E ,r 13" Dg-Y JE1-LS FO Jh ENS eAC+ T #& R-(AG EMaNT' EST6TES No Q- -3 AvbrciJ Tn E Matt -1 eoNEV) -- = t COL/V-1 AT TiA-ideizi. a-iE Dill• 6+- 4] /VODtoafJ) SPOKANE COUNTY ENGINEERING DEPARTMENT spokane County, Washington pRAINAGE EASEMFtjT The Grantor(.) Sullivan South Enterprisaa, A Washington Corporation of the County of Spokane, state of Washington, for and in eonaideretion of Mutual Bunefita, the rec ipt 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 Eaut, 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 "W a distance of 77.37 feet. thence S85 "W a distance or 83.88 feet; thence N89`32'42 "W a distance of 374.46 feet; thence N89 "W a distance of 80.00 feet; thence N00 "E a distance of 300.00 feet; thence S89 "E a distance of 175.97 feet; thence N27`39'38 "E a distance of 100.00 feet; thence 562 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. Tha 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 deacribad lands. Tha Grantor(u) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent ►.o the above described lands. Tha Grantor(.) agree that Spoxan:i County accepts no ieuponaibility for maintaining the drainage Eaaemant. The Grantor(u) accept complete and total responsibility for the construction and perpetual maintenance of the facilitluu located within chid drainage Eaaemant par plana on file in the office of the Spokane County Engineer. The Grantor(.) hereby release$ Spokane County, and all its officers, euployaae, and agency from any responsibility or liability for uny damage whatsoever including inverse condemnation by or to any and all persona or property arising out of cr in any way incident to or attributable to the storm drainage within said Easement. Thu Easement deacribad hareinabova is to and. uhall run with the land. No modification of the boundariva of 'laid Eaaemant can be made without the prior approval of Spokane County. (over) IN WITNESS WHEREOF, we have hereunto set our hand(s) and seal(s) this day of 1991. Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust. STATE OF WASHINGTON COUNTY OF SPOKANE tupperde /forms /jim jP SULLIVAN SOUTH ENTERPRISES Kenneth J. Tupper Attorney in Fact Alfons B. Benz 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 8. Butler, Trustee, Bruce 8. Butler, P.S. Profit Sharing Trust; and James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing; and Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust; 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 Bole 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 Notary Public In and for the State of Washington, residing at Spokane. On this day of , 1991, 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. Benz 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 ctuted 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. - - -- FIJ�J�PO 1 3111 " F*�� OFF. p1O►,.e�eT_T- StiLH.Em-rQ(LT_ - 12. 12. 108 " Poo.) OLVMES — Co NTtNVi.�j — A =-12J K 10Q = 1,220 FT Z 22-4 \ -- - v Q 5 t (zoo) -t- Q 3 = S _ (?z*! _ a 4- EQ. _ Ertvg -E pob3 , EA SEM E.-74T RFrl U(ki=1) ALDPJ( w4.1 J5 f_e Of L-g . PoNU „G" �oND_ K, Por.1D. .,D " z � Pore D E " Zob .. Pot i G \l 01-U ME S Co 4ThN Vei A= ( 16 & 1 ?) + 1 /4 eir1lo2) 'r20 - -192 - _ - 1- 201 = 8 I3 FT! P II I FT. V = Q ( 813) + 0 .E 5 4o�o .5 '+" 41 , _ 44-8 Gv, FT. A = (5 x . i) ± ((S x I C Q ) - ± (ir 16 Z) . . 1.55 ± 2.4Q ±20..1 = 5`16 F F_T V = 0. 5 _ ( _s96 )- t- o - (9'7) 298 +3 = Cu, F A. 2-0 85 = I FY.. P =_ Z:1 r__. v Qs 0,10o_t - p 3 7 s (zto) = 85o + 8 9 A = �� f_x22) ± _x 40) 352 _44d ± 2—P I.. 1,.193__ P = 181 V o _ 5 (1,193) t 0 3 596).5 + 6'7.9 ...._._. 6c4.4- cu. FT. I/4 (Tr 162) b'/9-6101).- l•-(44/11%/r1- 3- C -92 AL 'pot.) 5 CPLcu t.p,TEp AT to Dt.Y1 I I ALL- sc DE - St -oPES 3: 1 gitsm o) FLoa A 4 Pet-tmerre.. of SHow N or`I SToRMWATE.. DRAINAGE P LAN powb ¼/.J &ES A r=E C uL -hTED 0'3 0 18" Poop "A" Por-1D B Ft-op It- 40 A 0 4o " 2-08" PoN4b VowMES 1 5 Z P '-TS (t) Fcoo& fteePt, A = (x)(") (2) i'ERAKETER-, P = x t `1 + x t- y vow ME C C." Dem-t - 1 c — (f1�€ ) t �Z6a TNUS, V = O 5 A + 0 3T5 P 5)( 2-.5 Ar� OFR , A = (IsK 5o) - Z 'l S o 1 0'15 '15 1,525 Frz ['Mt r M - P = I CO 9 L-F u -u,te V = OS (,825 + O 22 Ie9) °J 12.5 + (03 ,75 au, FT. A = 3ox 4o i20 o Fr. P = 140 pr. V = 0 - (1 o) -I- 0 315 (14 (a00 t 52,5 JJ as 2_ cu . FT. 3 -40 +N • tin CPO Cv In (11 (n ( 1 70 7u T '. 1 , ti t 11.3 o i 3 't• - t-• J < - t7 V ,+� r . • I I a :MY b Z0v1gry POND V oL -' CV. F- r1 pr-../-7 ( , h = .208' S TOP./ S E U.'. FT CGEAF5 /LrJ S G P ". V' OJc F es. J o -Ld • 05 000 r .:.Nt i. SI^dr + TA ;/ YF:.JEn AEA, SC• F7. • TOT► L A gEP., 54 FT. Q A c 1 A 1 oc,9'7F 9'75 2- 5" in 1 J1 2-; 500 ( o + 3e'/2 17,0l21 140, 550 4`)8.F ro b , 2-20 Z9,9 f 8, oax E• 2 " 1 1 J G ?O 134,190 +48 1` 446.% 1'1 F I ° 12. 22n 1, 500 '1?. r L } I I 10,720 29,40 . I W i «1 2F �.z 1,500 '/ of L -? -P m 0 fF,C %D 6, F ?_. :r 24 c0 8 LOT 144,41° rn GG4 3 - "B' 5 9,420 2-'7, 000 •+ 2 t' /z r 5 l',.. r o 157,91 1 -n £EE NO — Es IRE ; F t. Jrr. -- ";7 2 ; - .5 ( R rr ✓ f-a - ) 51,s8D 1 1,580 ,, 000 ,., r.6. 4 -i '= ,ynn- 4 arc, 5 550 c\ (. u 0 c N3 PL Fhs St. 1atg.= T. 1n J o 2 H. F.✓ Td ii j / 0 00 F6 ICJ ‘ll ti wn.-r 72,42O H. ( G B 4 6,30 4'7Z ' oPFJJ LANE I F 12n 15,12-0 Fora RE) W WEST cf PLAT 488,E 0 NISb '9 0\efsli led 0 : 1 - !0111 -1-!V iTi _V - .}7 01 J :774,1,- i,3 t_royr 19Q1y • tin CPO Cv In (11 (n ( 1 70 7u T '. 1 , ti t 11.3 o i 3 't• - t-• J < - t7 V ,+� r . • I I a :MY b Z0v1gry PLAT: , E . ( f f 1 ' ,t J, ' NAME: DATE: 4- a. 1 -0 I� - /! - q2-- S - 3o -OI a- /1. Read Findings and Order in file. Note any unusual conditions, check plans for them. ✓2. Gather all necessary previous road plans (CRP, RID, other private development). Put copy in file. 3. Said soils, drainage evaluation sheet to Materials Section. 44 (it K 12. / )` ign plan provided? Check with Traffic. 13. the bench mark shown? PLAN REVIEW CHECK LIST 4 Are /existing utilities noted on plans? Look for these on field inspection. Put th'is note. , , . sae) , V on plans, if appropriate, "Existing utilities shall be relocated prior to construction." - �, r srGw nG1,� 5. Are "cur design sheets" or cross sections provided for widening existing streets? 6. N / existing pavemdnt`be added on to, or should it be cut back first? 7. Note plans in, plans out date on pink sheet in file. Note number (1,2,3, etc.) of i/ submission on check print. ✓ 8. Give plans a general check for grades, horizontal and vertical alignment. Are these v'items shown on the plans? Is the horizontal alignment shown on plans consistent with the Road Standards? 9. Check' the typical section - are the widths in conformance with the Findings & Order? Road Standards? Cross Slope Shown? Type of curb shown? Surfacing depths per "R" values? n �y ,M,r -0�1 . �^^+ M ^/(f� /lG J "' � O Kr 10. Check plans on computer using" ". Design speed from Road Standards is a inN /required input. ✓ "-v 11. heck plans using output from "PROF1 ". (Note low points, high points on plans by station and elevation for reference in Drainage Plan Review. Note which way streets drain for reference in Drainage Plan Review.) Is verticle alignment consistent with Road Standards? ,/ i ...e c,Qiw...9" 14. Check the drainage calcs, drainage plan using the attached check sheet. 15. Are all drainage facilities from drainage design shown on plans? 16. Has intersection sight distance been checked? 17. Are BCR, MCR, ECR elevations shown on all curb returns? 18. Are cul-de -sac grades shown? 19. Are curb returns at intersections correct offset? Elevatign? V f s6 <3 20. Are individual "208" lot plans required? Have they been submitted? project? Lr, (L jt 6 SUBMITTAL: - 1. Plat map wassubmitted. ,2 Drainage contour map was not submitted or "best available" contour map not submitted. 0 a 'fl n 3. Road construction plans and profiles were t submitted. 4. Hydrologic calculations were l �t�- submitted. FIELD REVIEW 5. Culvert calculations were not submitted. / 7 / !Q 6. Grate capacity calculations were 10. Soils map was submitted. submitted. 9. Ditch capacities culatior wwer submitted. 208 calculations were )t f submitted. 12. 208 volume calculations were ypf submitted. 4I, No Utilities, drainage basins per map, obvious drainage channels directed toward or on property— County Roads cut off drainage per drainage calculations? Culverts under County roads toward, away from . DRAINAGE AND PLAN REVIEW CHECK SHEET i ,Q . K., ft-dAo 14. 7. Retention calculations were not submitted (i.e. drywall capacity, pond capacity, etc.) i✓ / A NIA 8. Plans and calculations are not stamped and signed by a Professional Engineer. N 0`47,-- DESIGN: 13. Water was diverted from natural watercourse. 15. Plat is within a 100 -year Flood Hazard Area.. INLETS: 19. Inlets are the stream flow. YE 20. Inlets are4rther apart than 500'. 21. Curb aadetter inlets are lila shown at sags. 24. Grate elevations are4Bt shown. 44' 25. Grates are"ari depressed 2 ". 14. Water was concentrated where sheet flow existed. A/ A 16. Drainage improvements are not compatible with planning commission requirements. /V 17. Fifty year frequency was not used for off -site areas. f/ / A 18. The difference between present & future flow is not retained on -site. 22. Long vertical curves with flat grade pose a ponding problem. /✓ /r 23. Inlets are lot tied to centerline of road (Le. stations & offset distances). A 26. Curb & gutter inlets are not placed on straight alignment. N / 4 / 27. If gravel road, 6' x 6' A.C. aprons are not shown around inlets. N/A V 28. If paved, inlets are on high side of the road. A / A . 29. Catch basin or manhole special details are not shown or a standard drawing is not specified. /Y A t/ 61s1° - 30. Critical low spots have been provided with overflow easements. g / RETENTION SYSTEM: 31. Types, elevation of grates specified? / cogi with erground utilities. 32. Soil is not compatible for drywells (see map). L/ 34. Retention system not tied to centerline or plat boundary. 33. Drywel, CULVERTS AND PIPE SYSTEMS: W Il t 35. Road culverts are not at the low point of stream flow.' Niel 36. Headwater is not calculated for culvert entrances and in catch basins or manholes for pipe systems./ A 37. Culvert or pipe invert elevations are not shown. 38. Station ties and offset distances to culvert extremities are not shown. 39. Conflict with underground utilities exists. 40. Energy dissipation is needed for culvert outlets. r am? �'� i 1' Drain easements are needed. to O 0 5 42. Culverts are not shown on road profiles. tv u-' A $. fi 0 43. Types and lengths of culverts are not shown. 44. Minimum culvert size of 18" is not complied with. 46. Anchors are not shown for grades greater then 15%. 45. Pipe an culvert velocities do not meet required velocity of 3 fps for low flows. 47. Culverts do not have a minimum 0.5% grade. 48. Water is trapped against a fill with no culvert shown. 49. Profiles and cross sections are not shown for proposed channels and ditches. 50. Ditches with eroding velocities are not lined. 51. Natural channels are not protected by easement. 52. Where roadside ditches meet proposed paved curb return, water will not flow onto pavement. 53. Where ditch profile passes from cut to fill, provision is not made to dispose of flow property. 54. Easement not provided when street drainage diverted onto private property. 55. Perpetual maintenance of private systems not provided for. 56. S .ply appropriate drainage language to Senior Plan Inspector, Permit Coordinator, Designer. Dv' P ike( nAkt jr-(A--H �r-t� -tom- , °ems .R..� -# ni.nd-0r4cnend ech.cn -5- r 1330 H1d3O PERC -RATE ONIH -14 )1N1140.-N3 OV8-9 0o 31!00-0 'ON 3ldWV9 3f3fLL PENETRATION RESISTANCE (N)VALUE BLOW/ FT. I % 1N31N00 3Hf1191an COLOR MATERIAL DESCRIPTION I GROUNDWATER O' ' ��/ SRn1DY SILT t4oRRUEL 2 - — B -1 3 - - Le - - 5' — - WRY GRAVEL To CPbGLE5 WITH G i - M to. UUHr l ciST. �, SANDY SILT 4 Some. 13otL0£R.S 7 - — To S - — DRY 9' - — 10 ' — — 11 - — 11' - - 13' - - 14 - - 15 ENO of E'PRE e 15' (No REFusAL) — P£RCOLRTI GO _ - — DIRRINED '135 GAL. WAT"gR 4 700 GAL. WATER _ - (ergot') TWO TANKS ILI1b MOLE. 93 APPBOX. - _ al mwkT£S 4 COULD NOT mAINTRIA) A _ — Flu-EO CvI30lT1oN. Upon) DRRI 831 — — TANKS THE WRTti:R 10 THE Rolf, IMMEDIRiELY - - — — DRAINto IQ II-4C 1 1 m0.3u_TE . - THERMO- z fSSumt R PERLOUiTIo• 2RTE GREATER, THAI) 7.1" Peg. Hou2 Ey1ST5, S LOCATION HOT. BORING NO. 1 SUBSURFACE SHEET _a_ EXPLORATION LOG JOB NO. P MIA G I N - TITLE RIPen,ftinWT ESTA'TFS 4 J'"' ADonLs TItn1PFR1 AOF 1�R. l G IST roue" DATE PI al -9,3 DRILLING CONTRACTOR SeGICROF . Co. DRILLER 'D. WHITE- INSPECTOR T 1 t'WITF SAMPLE HAMMER: WT DROP TYPE NOTE: THE LOO OF SUBt3URFACE CONDITIONS SHOWN IEREON.APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE RERIESENTATIVE'OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. 1334 H1430 PERC -RATE C -CORE o0 B-BAG CK -CHUNK R -RING TUBE SAMPLE NO. PENETRATION I RESISTANCE ) I I (N) VALUE BLOW /FT. % '1N31N00 381113101'1 COLOR MATERIAL DESCRIPTION I GROUNDWATER I 0' SRIJOY SILT 1 � 1 GRALIEL - - - - 7 - — 2' &' 2 - 3' - 4' - VttY (,' - MED UwJT GREY GRAVEL. TO Co&SLE.S WITH "I1 - P)olsr. boat TO SRNDY SILT 4 m Sot Bout.DERS S DRY R' - 1o' 11' - 11 - 13 - 14' - 15 &tJD OF BORE. a 15 (rDO RE.FuSAL) — {�EKCOLRT10wa — Data w.3EQ 4a5 GAL. WRT7=2 4 103 GAL. WAfQ. —. - () FROM 11,30 P%IJKS 1•TO Half, I1J APPP_olt. a\ « JUTES K CAULD 1JOT MAIraTAIN, n -. FILL.F.o Cnt.Qnt'»3. uLPoo t tt.Th.3(a clam TAIJKS , THE WATER. tia TNS HOti 1MrnED1AltcY DRA1tJE.() U.) ttcC, MA'," t MttJUTE..7 T RSSuME. R PE_CMATI cr. RATE G2`cATce. - - CHA rJ la" PEP- 4blatt Ex t st. . 8 SUBSURFACE SHEET N _ OF EXPLORATION LOG JOB NO. j 1423 C 4 D JOB TITLE RIOGLEAOIJT E5TgTE$ 4-1 F+ RDOJJS_ LOCATION ILTT TImRFE E-RI S. l)R . Q .00M AUF AI. E. COWER_ DATE I 9.r DRILLING CONTRACTOR SCOW , (0 DRILLER T). I,.)HITE, INSPECTOR D. t )4tTf SAMPLE HAMMER: WT DROP TYPE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN MEFEON 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. (DATE) T D. C. Snc, (DEVELOPER'S NAME & ADDRESS) r4 It" . Fri , " Lo` A...-. Dear Mr n ig p b- v ` /� /� SUBJECT: R o rat n- e, ,/ T E s Tr4 1 Fs I"( _ 7 �) 40 a S A PROJECT # /- / 9 2. C— * 0 Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of ..- percolation rate tests and / stabilometer "R" value tests are • required. It estimates the cost of such soil borings and tests to be approximately $ /roc) excluding utility location. Additional M Laboratory remarks are as follows: 4"ee Mel 1.0 G/1/4 S 7i }-e--1 ) /"R o 1-g / e 1 A .15 The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE DATE cc: Fngineer k\g\f\r- value.tes S r tv e s 64 aAI -,e3 TO: MATERIALS LABORATORY SO ^ / FROM leis , V E L ' " Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. Section a.-5 Township ;J Range Y LI (See attached section map) Project # P 111.9-1 G C. Activity # M ROAD NAME YJ44AE L / 4/ f a � Remarks* XSECFORM. DN2 SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis G®7M r -. tn../ Date: `1-1 R VALUES LOCATION .SA -/nc ,,TS Ge re. 7 • Drainage - Percolation greater than 72 "/hr. Yes p`' No Est. Act. 71 n 7 4 Drilling Request Estimate Other Tests Needed Listed Below: Z NAVE A 7Tht/ En APE (U[ 13 nF / 00 41 yh of r SIT mot{ - 3RD ADO ,coo Yo Vi x4 PO, n Priority (1) Needs to be drilled. (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note "actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R' value and perc given. Not necessary to drill. *Please note any unusual characteristics of soils and/or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? RI MGM 5sT Y • TO: MATERIALS CABORATORM FRon: . Na SON • Please furnish StabilometerR` values for the soils on County Road Name(s)' RID /CRP /PLAT No. ROAD NAME. j »i &R cj 4I , LV ; Drilling request U test - -- actual LFC • Drainage - —: Percola[ton.rg Remarks *" ROAD NAME SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Sect.i'un Dcterm FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector Arterial 5 Access Road S Private Road- 4 FOR OFFICE USE ONLY TRAFFIC INDEX Dart the 'FUNCTIONAL' CLASS These are guideline traffic indexes only. Traffic data s....clfi.-. necessary to calculate Individual traffic indexes. following project: Sec: Twp. :.: °:;: R. (Sec : attached 'section map) R VALUES LOCATION _ 2� -- LD (��F� q r� b t5 rn 4 7 f 5 - j .: \ 4941 = . '•q •-p * Please note any unusual characteristics ' of s oils and /or topography. Are-the soils suit- able for the use of drywells? Are there any unusual drainage considerations? t TRAFFIC JNDEX ** the pr are JS Department at Tran.ponanc.e "D. 1 9 8 4 2 4 `' 'LATERAL S c ' 6�t - AD l e CONTRACT NO i M �� D 7 N DOTRS,LAB.NO . E 7 7/5 ACCEPTANCE SAMPLE N ASSURANCE SAMPLE NO. r I.A.S. NO. _ SR NO. _ D6T.lAe. NO. •/ BRAND HEAT NO. SECTION . d r • ,f / 10. NOACT NO. REEL NO. — COUNTY ( � P0 el) . CT' NTY /AGENCY W. NO. j(tf 60 CERTIFICATE NO. TRUCKA:AR NO. wM' •- . STOCKPILE NO. .{ /- P ITC /n CIQ .S.SI /IP / SUBCONTRACTOR .. . USED AT STATION TOSTATION SAMPLED AT BY DATE FIELD ❑ACCEPT .REJECT BASED ON FIELD TEST NO. TESTED AT BY MC Cella in �. .'__ _ D243/10 I. OUANTITY REPRESENTED PRODUCED ON DATE ASPI LT CONTENT IN MIX OESIGM ASPHALT CONTENT REOUESTED ATJOBSITE ..... Coarse/ Fine- Fracture &E.' DBS {" Ratio-. . 5/S %ASph. Max. Density SCREEN DIST.LAS. .:SPECS. . . . R . . REMARKS: L — Washington State sbD DoT a ftls. File 'hys. Test_ :hem. Lab 'roj. Eng._�TT I>st. ^ ^ tls_ E ng. Mix Deign Desired I] Yes C7 N° DISH LAB ` 2 U s ' .7fl ['EST REPORT FOR S +, -1`� D` E Sieve Analysis of Aggregate . 'assing. Cumulative :q " ;creen' Wt Grms. Retain ---- lrfmatiocl ?l v opy ret�'itled-bY— s ;,SOT tut a) only_ i ; i i i i 1 i i 1 i 1 i i i Total Weight temarks Gen. Fi Q.C. _ D st. Admi X(2) Spec `:6 Pass. .Req....' Frac �sn ron ( R • U 1 e �e ° S w• Protect Engineer Organization Code .. Phone: (SCAN) S/ 'LE TRANSMITTAL ACCEPTANCE /ASaURANCE/INDEPENDENT ASSURANCr To X4 )< yS6 Toe' 660 Labor odes T /3 03t d .- "T.t2 LAB. NO. . Other'..Test-- Results -Los- Angeles `Test Degradation Test Bulk S. Gravity Sand Equivalent Dust Ratio Stabilometer: "R" Value S'5 Swell Pressure 0, Z..P Drainage Factor 870.-d °n t .'4 • 77 DatEMAR 3 0 1990 By L. JOHN R. STRADA P.E. MATERIAL,¢ ENGINBEBrA S.G,S 11 • ■II/n / ■n//./ 1 1 II r //11/4■ 11 1 ■■■ ■N ■■■■■■■MMMMMM■M/I/I4 ■■I /I/.■■ 1 1 1 / //I ' / /.I /I ■■ 1 1 0.35' ACP + 0.65' CTB, w 4 n / /,% ■la 11 ■ ■ ■/ OR 0.35' ACP + 0.45' ACB �I ' / •r4 /// 1� ■ 11 ■■■■ 4 I///rI ■ ■■ IIMINIIINIMIN CFI MN 0.35' 0.35' ACP + 0.50' CTB, on , I I /1/ ■ ■OR 0.35' ACP + 0.35' ACB / =iG•4■/ /I /I/.• ■■ MP/ //I /4 nrawoo' VI ■ 'Ma ■ ■//.11/4 ■ WV/ / /44/ ■ ::4 ■■I///r■ ■■ IV f1.141:1 II/ ■//.'/4/ ■ ' . Mc.•c r ■■o II I /.%ice■ ■ ■ ■■ RIVANWAIAMINI n / /raM 0.20' ACP ■ ■/■ iwiaa•ilww0.`0 MN ano CC a0 ■1 ■■n■11 v �. u. ■ ■�I %r /I 0 " •1111 //I I411 / /I/,IIi MVI ■n■■II■tr/r:u P4I `�. . .. .`•.4 4■IRTAWA11 M !I MM O. .,` 1 \C •%8aa... IIn //E/.IA/ ■I■ M \181...' ` ■■■ ■II■ • • . 11...' Y` IIn ■ /ILEI4■ ■1•1 ■■■ nn.nli. -eguir_ise ae5eeeee_ . e-_. == n ar_ - •e_r -nny ii°■ ■ ■C 1■ - -- 6 " -==: :. . nu r, �.:.. `• I...• ■■ ■nn ■RRI,t%■II■ /■ •I• ■ ` ` 0\1►` \10 "' "`. .'r. ■ /11111111 ■ ■I /.I /i■ •IIR •■ /1■ '� • ae1 \� \RC0aC0. • / /. % I/ ■IIR / / /I■ . . B.C.\ \11 \10080\ ■ ARAMWIIA ■/ ■III/ ■ ■1■ 1 . 1a I /. %4/ /■IIR ■ / ■1■ 1 1 1 100101 •awl \I! .0 . . . . rl \ ,. • . . 1011 0 •0 00 10•e10 . mono . o wl s ` ROOM NOMAD 1111011111111 01111: 1011 1r •. • 0.25' ACP + 0.50' CTB. OR 0.25' ACP + 0.35' ACB ` - w arvA n� •. \ ■ ■IIR■■ /1■ 7 . ' ►• 1111\lie thea1�liii1lai % r /Ii■///■11I■//I■ 1 'O E . 1►C\18C18\ONONNO ■I■I.c %41■ /// ■1111///1■ •I" 1eM110 1Deaea .9 ■■ \0100 A /4 ■1 ■ ■■1111■111■ ■11111I■ 'CNe ►11.. ►►►a..`\.•.':. /L4H4 /1■/■ /■1111■■ /I■ CC. `.. • ` • ` • . `\ � ■U.I / /■ ■I■■ ■■■IIR■■ ■1■ •■•".. .'COa \ ae»I•/An■ ■1■ •■••111■■ ■1• 0 ` .\ 1C \C�0IA' /I I ■ / / / ■III I• •••• .000VII■ /•I ■■ ■ / ■71R•/ ■I■ .' ' 11080711M■■■■ u■•ni■NI■ PIC\ 1•111B•/ •••••/1• `^ .1 IR ■ ■/ ■111 ■■ ■11 0.15' ACP 3.0 2.9 2 .1 2.7 2.6 2.5 2.4 2.3 2. 1.9 1.6 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 Mb .62 s 6 STRUCTURAL DE IGN CHART FOR FLEXIBLE PAVEMENTS STABILOMETER R V LUE Ub 0 10 20 30 40 50 60 1 70 -.(l= 80 90 ( . j f F e • ' EXAMPLE: 0.5 1.. B c 1.5 2.0 2.5 Ginn an R value of 25 and a traffic ind•• of 6.0, cov., thickn... r.9uir.m•nts can he d.•,min.d as follows An equivalent graveI d.plh of 1.65' ( round to 1.7 ) at point A. A modified surfacing depth of 1.05-1.•t at point R for a pav•m•nt of 0.35foot ACP + 0.50 foot CTB, or 0.35 fool ACP + 0.35 fool ACB. A modified surfacing depth 011.43 foot ( round to 1.45) for pav•m•nt of 0.35 fool ACP. Figure 326 -2a 20C F ODIFIED SURFACING DEPTH (FEET) 3.0 SEPTEMBER 1977 • • 0 — • •10 -• • • -^,- • • - .37 ‚3 A 4r( 4J / ■;•- • 01 • * •.• • :-.0;•„:471t4tt a • •-• . • ,... - • ■ • -- •-• •• • • • , x4i.e.:i`: •••''''''.%':,i.47. 'i- . . : 4. R..tr . r.q.....4 . sl '-'-- 1 I 1 1 Il .... 4. ..„, 1 i -.L.-- --,- - - zi,.."-...2,44-&-.#_-. _ r.–JAA .k0'.•10•04. • AAL :: ... Adkr I e 1 /1( I „ I 1' 7 20 411M item , ...___ ,........_ L' 11111 OIW - Id -- 7 ' \ i / 1 /Z , o 9 1 / l' I - 4‘ - i — -1 ' ! . . " . 1 • -.. ...- / GI / 2... /- --- —4 \ T --- t ' ' ._,-....... '4(..--). -: • • • ; _ ,i -r-- 4,,,..— -____-- •:•------ ----------" — • I t4 ) , :'• I I 1 ' i )._,.. 1 t 1- . 1 t I _ I Il - - :: '-' - T - - `,1.—.-,: --, — '1 / - -"' e . / ' 4 3--, i )rc,,..;"3 ---, 1 --. .'" f. /j (./, '- ------ i :. • fN-i. ' ' r / - J , - ,.. 1 .• ' ...- - -..... . ' * . ' 1 / , .•1,.• • . ,1, ,, Co Ty . 72cc " •••., I /7,7Li EuG,A)ECk , r C ouvr I Vriiqvc 5 / * 7 , 0- =L . ..erhr .,...7.,.:_1!_7•,•.,;o6he - .....,3.-. ,..., - -, b- k ..:= • - "': ..- ■ ••;•• • -.-.',":1 ,"- I L I:v . 2 . . -7r . W ' '''•" . • __. - % - NIL. 'pie r. „ -h..r.h = , - " .056. "..,----t,: • ' ,..-- ..!.- „- * ,;,..- . .,6- ...• - - . 2.- , .: - 4 .;.s..., • -. ,- :. - -;: i . - 2:1 '.. .1- .x:r ii,..:*;.-: :7)..-" i - -,-,,,,.... ..„ , ,,. _ , , .., .. • - - • . _ - • • k • - • .1:Ef2.1 , • tea 1:1151111 911 • N1 " 2w° 30 2 24 23 wiseqp 9 i /•' - GP F 6 iT 1 r - • • • I t 4 I I +•:44'.'' 1 • 1 20 • ■ , Slial O v 0 r • 411, r A ' 1, , , 1 . 11 e i• r. ,t .t D..' MI . -. . . , ; ,,, , , , 4,, -....., — % ) .4...„-_,„... . , , / • /.< ,..: .. . c 1 ' / / .\ wP \ ga l -,,,o--e; , tr. ,, ..... , 70- • it; v _ ,...._, :,,,, i ffi ,.......„ , // ''''' .• 14' i .1 -. ,5;;;•, - T • T • / 1,11 , , I ),„. • • I I t ' r • ,* / / - . • , • • )\-/ - , f A, I /?1/4 - - • ,/ • - Co • I 1 I k • • ---,/ ! i q . di ■ , •■•■-■ • ... r. ,....S.-L.. .4 ....: • . . . ,■• .1....... ••• i . I ir C o V TN. 1:st LA.) 5 A r r; • r 1 ' - - “41 y {.4 ■•■• 7 -5 4 f f 00 or I urb Cut i a 0' Single arrel Drgwell , Ty - e / Spolco.n • Count Stand a d Metal Fro. e * Grate, T p 3 STA. 8 + 45 25' Ce-Ft Top Grate , = ev. 2022 Pond Bottom , :lev. 2022 m L' III I � Ia I / I , A li - -- _ II _ I I 0I +I m r / % u `' ' 5 123.40 pi ill` ii C 5 Curb Cut tE' deep e STA. 8 +5 i9/ / b Cut ti t \ f - - -ate ® a = - - = = a = 23 RD =___ =___ (1 ( � AVENUE Construct 8 C 8" deep STA + s3 N O Single Barre Drywe.11 Type A SpoKane Co m Standard Metal Fro. e. . Grote ) Tpe 3 STA. 8+4 25' Right To? Grat , Elev. 2022U- Pond ottom , Elev. 2022 3 - r ;4 ■ I w 1A 11 � 7 111 -- - = \\ 12CD.44 1 3 1— 2 (DATE) - S ,504) t< NP (,44. ' (DEVELOPER'S NAME & ADDRESS) Dear Mr Mu P i 4 . SUBJECT': R l Q (it h^ D /1! T Respectfully, Gary S. Nelson Planning Engineer cc' Engineer keg \Ar - value.tes y ,y A VI v, MAR9 MAR R•e4 nek- Duvet, JS T4 T 5S — 9 no a PROJECT # Ply 2 , c_ Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined minimum number of percolation rate tests and 'I stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $ excluding utility Location. Additional Materials Laboratory remarks are as follows: The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. AUTHORIZING SIGNATURE DATE S I It1 e EA1 &ri$ TO: MATERIALS LABORATORY C FROM �/► s ALE L SO AI Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. YL/ Section es Township d. Range Project # Activity # ROAD NAME 7744 E 1 .1 2•o Other Tests Needed Listed Below: S r� ,/44 tJF 91 -71HF isS n F R i t4i m bu l l5 r 3 /) ���J ®R Ydc/� ���i=n 7 • � Drainage Percolation greater than 72 "/hr. Yes No Est. Act. Drilling Request Estimate ' I Priority (1) Needs to be drilled. (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note "actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R' value and perc given. Not necessary to drill. Remarks* *Please note any unusual characteristics of soils and /or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? XSECFORM.DN2 P g lga.� c SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis R VALUES Date: (See attached section map) LOCATION P R O F I L E 2-/4 2 +66.1.: PI L= 0.000 L/H Pt.= 0.000 i.' 0 Grade= - 1.2767. 2+66.13 23.420 2 +75 23.307 3+00 22.988 3 +25 22.669 3 +50 22.528 3 +50 PI L= 50.000 L/H Pt.= 3 +50 22. 528 3 +75 22.742 4 +00 23.134 4 +25 27.526 4 +50 23.918 4 +75 24.310 4 +82 PI L= 0.000 L/H Pt.= 0.000 [ 0 Grade= 2.7787. 4 +82 24.420 4 +82 24.420 4 +82 PI L= 0.000 L/H F't.= 0.000 IP 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.27578395135 GRADE #2 = 1.56818181818 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 12.368599906 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.56818181818 GRADE #2 = 2.7777.7777778 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 1 .508.410176561 LENGTH OF VERTICLE CURVE (GIVEN) O GIVEN IS LARGER SIGHT DISTANCE 198.89830508 3 -3/ -9d 22.669 22.350 22.526 O' 3 +47.43 Grade= 1.5687. 22.350 10 +00 PI L= 0.000 L/H Pt.= 0.000 ® 0 Grade= - 1.667% 10 +00 22. 810 10 +18 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= 1.712% 10 +18 22.510 11 +00 23.914 12 +00 25.626 13 +00 27.339 14 +00 29.051 14 +00 29.051 14 +00 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH G VEN DESIGN SPEED GRADE #1 = - 1,66666666667 GRADE #2 = 1.71232876712 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 73.397217128 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 aim Al/ P R 0 F I RL E a -tAr. A VE P R 0 F I 18+38 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -.802% 18 +38 39.000 18 +50 38.904 18 +75 38.703 19+00 38.502 19 +25 38.302 19 +50 38.101 19 +75 37.9011 37.901 20 +00 37.800 37. 700 20 +00 PI L= 50.000 L/H Pt.= 37.800 @ 20 +0.015 Grade= .802% 20 +00 37.800 37. 700 20 +25 =7.900 20 +50 38. 101 20 +75 38.301 21 +00 38.502 21 +25 78.702 21 +25 38.702 21 +25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .802469135802 GRADE #2 = .801515593122 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 285.591484512 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 L E L sCWoRA P R O F I L E 18 +13 PI L= 0.000 L/H Pt.= 0.000 L 0 Grade= - 1.189% 18 +13 32.940 18 +50 PI , L= 50.000 L/H Pt.= 3.017 'P 17 +88.087 Grade= - 2.800% 18 +50 32.3991 32.500 19 +00 31.100' 31.100 19 +25 PI L= 50.000 L/H Pt.= 29.141 G' 20 +39.905 Grade= - 1.799% , 19 +25 30. 463 30. 400 19 +50 29.950 20 +00 29.051 20 +50 28.151' 21+00 27.251 21+00 27.2511 21 +00 PI L= 0.000 L/H Pt.= 0.000 RI 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH : GIVEN DESIGN SPEED GRADE #1 = - 1.18918918919 GRADE #2 = -2.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 470.089295881 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE '198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.8 GRADE #2 = - 1.79931917653 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 697.60168475 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE- 198.89830508 T I tom.r9F R L I iS- P R O F I L E 8 +43.8 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= - 1.779% 8 +43.8 24.700 8 +50 24.590 8 +75 24.145 24.145 9 +00 2..761 23.700 9 +00 PI L= 50.000 L/H Pt.= 123.337 r' 9 +65.843 Grade= -.8007. 9 +00 23.761 23.700 9 +25 23.500 9 +50 23.300 9 +75 3.100 10+00 22. 900 10 +25 22.700 10+50 22.500 10 +75 2 i. 300 11 +00 22.101: 2.100 11 +25 21.984, 21.900 11 +50 22.038 21.700 11 +75 22.259. 21.500 12 +00 22.650 21.300 12 +00 PI L= 200.000 L/H Pt.= 21..981 & 11 +29.63 Grade= 4.6007. 12 +00 22:650 21.300 12+25 23.209 22.450 12 +50 23.938 " 23.600 12 +75 24.834 24.750 13 +00 25.900 13 +25 27.050 13 +50 28.200 13 +75 29.350• 29.350 14 +00 30.650 30.500 14 +00 PI L= 50.000 L/H Pt.= 27.146 & 12 +79.167 Grade= 7.0007. 14 +00 30.650 30.500 14 +25 32.250 14+50 34. 000 34. 000 14 +75 •35.451 35.750 • 14 +75 PI L= 50,000 L/H Pt.= 36.563 G' 15 +23.215 Grade= 2.220%. 14 +75 35.451 35.750 15 +00 36. 305 15+25 36.860 15 +50 37.415 15 +67.36 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= - 2.5007. 15 +67.36 37.800 15 +87.36 PI L= 0.000 L/H Pt.= 0.000 &' 0 Grade =: 1.500% 15 +87.36 37.300 16 +00 37.490 16 +25 37.865 16 +50 38.240 16 +75 38.615 16 +75 38.615 16 +75 PI L= ,0.000 L/H F't.= 0.000 i' 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.7793594306 GRADE #2 = -.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) t721.44933115 LENGTH OF VERiTICLE CURVE (GIVEN) 1150 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -..8 GRADE #2 = 4.6 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 194.806967979 LENGTH OF VERTICLE CURVE (GIVEN) 200 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 4.6 GRADE #2 = 7 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 58.930084748 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 7 GRADE #2 = 2.21957557384 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 105.353957506 LENGTH OF VERTICLE CURVE (GIVEN) 50 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.21957557784 GRADE #2 = -2.5 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 101.583533766 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.5 GRADE #2 = 1.5� DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 123.760593215 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 rR he DR, I f - / tP.E - t ijk A old F R O F I L E 8 +43.8 PI L= 0.000 L/H Pt.= 0.000 III 0 Grade= -1.779% 8 +43.8 24.700 8 +50 24.590 8+75 24.145 24.145 9 +00 23. 761 27.700 9 +00 PI L= 50.000 L/H Pt.= 123.337 G' 9 +65.843 Grade= -.8007. 9 +00 23.761 27.700 9 +25 23.500 9 +50 23.300 9 +75 23.100 10 +00 22.900 10 +25 22.700 10 +50 22.500 10 +75 22.300 11+00 22. 100 22. 100 11 +25 . 21.984 21.900 11 +50 2.078 21.700 11 +75 22.259 21.500 12 +00 22.650 21.300 12 +00 PI L= 200.000 L/H Pt.= 21.981 G 11 +29.63 Grade= 4.600% 12 +00 22.650 21.300 12 +25 • 23.209 22.450 12 +50 23.938 23.600 12 +75 24.834 24.750 13 +00 25. 900 13 +25 27.050 13 +50 28.200 28.200 13 +75 29.463 29.350 13 +75 PI L= 50.000 L/H Pt.= 25.261 i_ 12 +22.222 Grade= 6.400% 13 +75 29.463 29. 350 14 +00 30.950 30.950 14 +25 32.463 32.550 14 +50 3 34.150 14 +75 34.966 35.750 14 +75 PI L= 150.000 L/H Pt.= =8.299 in' 16 +29.642 Grade= 2.220% 14+75 34.966 35.750 15 +00 0-1.957 36.705 15 +25 36.773 36.860 15 +50 37.415 15 +67.36 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= - 2.500% 15 +67.36 37.800, 15 +87.36 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 1.5007. 15 +87.36 37.700 16 +00 37.490 16 +25 37.865 16 +50 38.240 16 +75 38.615 16 +75 38.615 16 +75 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.7793594306 GRADE #2 = -.8 DESIGN SPEED 30 LtmU|M ufr UUMYI= (UAL[ULA '721^44933115 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE" CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.8 ' GRADE #2 = 4.6 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 194,806967979 LENGTH OF VERTICLE CURVE (GIVEN) 200 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE. CALCULATE LENGTH p VEN DESIGN SPEED GRADE #1 = 4.6 GRADE #2 = 6.4 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -211.172716384 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 6.4 GRADE #2 = 2.21957557384 DESIGN SPEED 3() LENGTH OF VERTICLE CURVE (CALCULATED) 63"380805092 LENGTH OF VERTICLE CURVE (GIVEN) 150 � GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE" CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.21957557384 GRADE #2 = -2"5 DESIGN SPEED 30 . LENGTH OF VERTICLE CURVE (CALCULATED) 101.583533766 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 GRADE #1 = -2"5 GRADE #2 = 1.5 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED :123.760593215 LENGTH OF VERTICLE CURVE (GIVEN) V 0 WARNING"". GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198"89830508 / 81 = 6.40 82 = 2.22 LENGTH OF V"C"= 150.00 P.I. STA. = 1475.00 P.I. ELEV. = 35.75 15+15 36.47 PROJECT 1423c HEC12 Version: V2.90 Run Date: 04 -22 -1992 INLET NUMBER dl TOTAL PEAK DISCHARGE = 0.65 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT I SPREAD W W/T SW SW /SX Eo a S'W SE 6.43 2.0 0.31 0.0200 1.0 0.63 2.0 0.083 0.073 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 6.8 EFFICIENCY= 0.80 CFS INTERCEPTED= 0.52 CFS CARRYOVER= 0.13 INLET NUMBER d2 TOTAL PEAK DISCHARGE = 0.13 (cfs) LENGTH 4.0 STATION 2037 LENGTH 4 ^.0 STATION 1515 GUTTER SLOPE = 0.0220 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 2.91 2.0 0.69 0.0200 1.0 0.96 2.0 0.083 0.100 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 3.9 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.13 CFS CARRYOVER= 0.00 INLET NUMBER cl LENGTH 5.0 STATION 1960 TOTAL PEAK DISCHARGE = 0.82 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 0.00 2.0 2.00 0.0000 0.0 1.00 1.5 0.063 0.083 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 6.9 EFFICIENCY= 0.90 CFS INTERCEPTED= 0.74 CFS CARRYOVER= 0.08 PROJECT 'p1423c HEC12 Version: V2.90 Run Date: 04 -21 -1992 INLET NUMBER cl TOTAL PEAK DISCHARGE = 0.81 (cfs) LENGTH 5.0 STATION 1960 GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 6.98 0.0 0.00 0.0200 1.0 0.00 0.0 0.000 0.020 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 16.1 EFFICIENCY= 0.49 CFS INTERCEPTED= 0.39 CFS CARRYOVER= 0.42 INLET NUMBER c2 LENGTH 4.0 STATION 1515 TOTAL PEAK DISCHARGE = 0.42 (cfs) GUTTER SLOPE = 0.0387 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.06 0.0 0.00 0.0200 1.0 0.00 0.0 0.000 0.020 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 19.6 EFFICIENCY= 0.34 CFS INTERCEPTED= 0.14 CFS CARRYOVER= 0.28 k \j\f\assign.208 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Gary Nelson DATE: June 5, 1992 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in RIDGEMONT ESTATES NO.4 4TH ADD, plat# P 1423 C. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. AMOUNT: TO: SUBJECT: Gentlemen: $ 1,000.00 IRREVOCABLE LETTER OF CREDIT SPOKANE COUNTY ENGINEERS 811 NORTH JEFFERSON SPOKANE, WA 99260 -0170 NO. LOT BLOCK RIDGEMONT ESTATES NO.4 4TH ADD (Plat) PLAT # P 1423 C . (Development) We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the (bank), a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements . and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated k\ffiassign.208 Bank Name: By: (authorized signor) In consideration of the issuance of a building ,permit for Lot , Block RIDGEMONT ESTATES NO.4 4T11 ADD (plat) plat # P 1423 C (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k\j\f\assign.208 "AGREEMENT" ASSIGNMENT For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of Branch (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK RIDGEMONT ESTATES NO.4 4TH ADD (Plat) Plat # P 1423 C in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) , 199 Any interest benefits accruing under said savings certificate shall remain the property of (developer) Said savings certificate to be released to (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of President Secretary STATE OF WASHINGTON County of Spokane k \jU\assign.208 :ss Notary Public in and for the State , 199 DATED this day of , 199 BANK OF DEVELOPER On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that _ signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199 of Washington, residing at Spokane -0 wii a co E* -g ° • This is not an as —built drawing. Any modifications to this plan after the date on the Engineer's stamp'. VOIDS the Engineer's stamp. m m , GRAPHIC SCALE (IN FEET) 0 10 20 4i 1' = 20' PI_ONEER 151 02 !P • iil I Inlet, 6' wide, 8 deep kine County Standard, Type 1 . 15+66.1, Right, I.E. 23.87' _S-TRE E T cr. '” N00 39 38 E 6'0 Single Barrel Drywell, Type A . Metal Frame & Grate, Type 4 Spokane County Standard Stn 15+50 28' I eft, Pioneer Rd. NEr Top Grate, Elev. 23.10' .All : ,.• , n 996' iy S4 , — cri I 66' , 1 APRIL 1 24`' -2001 LOT 2, BLOCK` 1 RIDGEMONT ESTATES NO.4 7 '4TH' ADDITION ,- 6iVrt6' - 1:: c 6rVhCcige (:;'sement ;.:1", ! _j. 41.,--e 1 Vt! ::: c; .:: t: I;: .:!: • -:. yi , . I Fand.d 1946 o impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 r ANAL E EXPIRES 7/17/ ` . :.-- Is— t ‘; RIDGTVO\T . g o 4TH ADDITIO\ PLAT ' _ STATES \O. 4 0 ad e ar sPONDsENTRY SLOPE SOD FLOOR 'TYPE 1'SPOKANE CO. STD. PLAN VIEW: POND ENTRY "208" POND : SECTION DETAIL PER`PLAN;;3'4MI61. 1 p(PIRES 7/171 G` i 4 PORTLAND CEMENT:CONCRETE NOT TO SCALE -.C ASPH4LT� H "L " =2' MINIMUM OR AS EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB VARIES DRYWELL GRATE BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE 4' MIN. LINE POND WITH CRASS TO TOP OF DRYWELL ( DRYWELL 1 � \) NOTE : Pond floor elevation on plan is top of sod. NOTE All drywells shall be installed with filter fabric (AMOCO #4545 or approved equol oround the Drywell borrel and between the Drain rock and excavated lateral ground. NOTE To collect sediment, a 4'x4' (min.) piece of filter fabric shall be placed between the drywell ring and cover when the drywell is installed, then checked periodically and cleaned of sediment. Once grass hos been established in the drainage swole, the fabric shall be removed. MARCH 7, 2001 RIDGEMONT ESTATES NO. 4 - A DDITION «1 Founded 1018 S impson Engineers, Inc. CIVIL ENGINEERS de LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 N k� c L o • 7 t 4L S Lo 0 u cn N ^1 D r0.1+ \0.o n 1 or Fv i Vrt \': C 1 J E � - 7. i9 i IU! I ic I 1 1 n J r • LI CN I` CCD •:xPIRES 7'17 O % ZO8 hi1-10 JCCT DCT I1 LCASS 500 si In11p (}O To ti 5 /� �� r P ro p e r- -AN LV Qt. \ Q \ rOnt - :a- Ease y /1 20 2 - Double Barrel Dry L Top of Grcck 7 I c MP MI IN IMO I 6 Pond T?o orn L- I Qu, Slde. Slob es e_ : - k- 2 I0 m 0 / SIMPSON ENGINEERS p N 909 ARaONNE SPOKANE ,WASH. 99212 tie�� LOT- 5 BLOCK 1 RIDGEMONT ESTATES 4- 4 "ADD. 8 l A , - - - k , / 7 , J A D \ .c 3•'/ NQ F � T �0 Sto t el,... 1'7 k- / r E $( /V), el-r?. au lm Sa bcs k ''o C - 0 / /`\ /sE / A z. LOT BLOCK 1 RIDGEMONT ESTATES #4 4TH ADD. Zoe Pogo SECTION DETAI uo SCALE Po1D r ioo¢ ES "C ,D0.T *LL CO.ATE •' ...,„; I I { ;ft r acLASS 0,0 l 0 4 'M1/0.�. POND GOT TOM J ] 20 10 /2 O SIMPSON EN0.1uCE 13.S 1 909 ARGONNE SPOKAWE,WASN. 99 LIZ 20 OP IN MI OM 10 0 LOT-3 BLOCK 1 RIDGEMONT ESTATES 44- 4- 4 ADD. CUtBLI E 47 je Pawn noon --F. _ v 4Ea b D0.YWC LL aRAIc • ., r..,. _,,.Y _, 1 1 I Yi v v , ` -_j A I rGGSS SOO 1 04n.'4L POND BOTTOM J POND B EASEMENT .- PO BOTTOM ELEV. 20 z3 1 3 po 3:I SIDE SLOPE I14 -L5,6 I . 208" POND SEGT'ON Dc wo SCALE JJJJ ^P 1-/ Con =; Ti-uct =, Lf= C.0 CuTI / EXPIRES 7r17' J Douc3LE BARREL ofj.yv,i_ To P.. OF._GRATE_EL / I t )/- / / 40- I 51MPs010EN 1I ER C N909 ezr.G.ONJJE POICASE, WASH. 99212 LOT - 9 BLOCK 1 lc RIDGEMONT ESTATES 4 TH A00. Lit zo ID 0 L POND (1 ELEY, ZO— • „I 206" POUR SecTIOL! 0CMIL i ' . oewoaan . q s . onYw <LL GMTC i . ��I rca GUSS Soo : Vv ; • �4v, koe vvvVrol VVY_ Y.J. ' OKN4C PO BOTTOM') .. ` I (t ■1 _ ✓I tl " or� I, ,I 00013LC GARB- DR 5 Me of GRATE / ELEjk 21 Po NO $ t�.SEMENT J �r 0' Colic� !_ ■ U � l y O Si • lI + 29. G L± EXPIRES 7/17 91 TT I I Z. n J LI // SIMPSON ENGINEERS N909 ARCaONNE $POICANE,WASI.1 9921 2 : IQ : J . Q l A jN0.0LIMG i SIMPsorJ Eµc..INEER S N909 ARC.ANt.IE RD.. 5PoKAN WASH. . `19.21 Z SINGLE- EAiy0.E L:DgYw¢�� . '. - oPofGRATE \A 2-o3E4i -1 • is • LiJELI_ 5 � • .. (. ; .' - : I P0� i ai , 17,. POI-ID ..q ,;;. ASEMENT;... ; Pouh_.Borrrol - 'I. ELCV,.2035 O P.•lrLL IONAL EXPIRES 7117 )7 Kg „ � • d co SINGLE BARREL Dr: TOP of- G,r<s.T E ■ • =cN ENSwEE RS N `i09 ARCaDN NE SPo4CA4C WASH. 19212 CUR BC 114 j. LOTr.1 CLOCK 2 RIDGE oNT ESTATES 4 4 4 2a $ 1 : !ONO SELT ION: DETAI No SALE! LL GRAZ • P4V 1D rtoou. 1411. ...u.a.v r ev :' 1 -� SL m CPASS Sti yy> L t tt POND riot TO 1 3 EXPIRES VIP 9Z SIMPSON ENGINEERS N 909 ARGONNE SPOKANE, WASH. 99 21 2. I I It •: , r , n [ I I • / LoT- S. BLOCK 2. RIDGEMONT ESTATES # 4 4 ADo. ... f,` 1�7 14 3a S 20 . Z08" POND SECTION OET AIL. Np SCALE se GP 10 0 9 r 0 0 4 EXPIRES 7/17 I:11i � / r P� `Y ---liw l _ . E cl o E E Er [NT ' �" '��`3 • 2- k.: caiTOli ELCV. 2.020= / l - - c Lu[/LC L'.YKti`EL OR I.JELLS 10(/ c.0 CRATg 1021 SI HPSGI -1 LNGINCcR: N9 0`1 I -RGp 1�E C ,U.AE,- 1,c1921L. LOT - BLOCK 2. RIDaENIONT ESTATES . 47". ADD. CVR[RLR IC .. .. 5 3- V.) AVM c ,,.:ZO8 POND SECTION DETAIL IJO 'iCaLC Patin r.00v N'. DR W LL G v.T 0PW/e LL POND Cortot:A y O m I 1 20 b 0 p G. , 2L LLEV .; I C.17• /./ EXPIRES 7117191 le" Ai/ SIMP .74-1 E 11 LE. L°1 N O'/ A RC.).0 NNE RD VOJ-/J s/A c i c i 2.1 2_ / 7/ ' e J. A /tp ( NT. tv LOT- 1 BLOCK 3 Rioc.,..Efrionr ESTATES l ' t 4 4- ADD. . / b 3° / / / 1 4: ", , 014D SECTION IJt S CAL C . . POW rtonv. 1 [6JJA SO 0 OItv/CLL P01 RoTtot-4 a N .:1 --:------ -------./ -°-...,_ ( . 1 c 7-. r- . _ Ck . / s DETAIL N ZO IQ 0 | 2033.0 6th AV NU overhead 2 th °AV JitAta w._1•.eestrift .us 4.2 CC t - c[w tt OC 2049.8 X X2024.4 X2022.4 SPONSOR SULLIVAN SOUTH ENTERPRISES EAST 12929 SPRAGUE AVENUE SPOKANE, WASHINGTON 99216 928 -1991 ENGINEER INLAND PACIFIC ENGINEERING CO. SOUTH 25 ALTAMONT STREET SPOKANE, WASHINGTON 99202 535 . 1410 SITE DATA TOTAL ACREAGE 88 ACRES 212 LOTS FOR SINGLE FAMILY RESIDENCES MINIMUM LOT SIZE 12,500 SQ. FT. TYPICAL& MINIMUM FRONTAGE 100 FT. (at building setback line) SEWAGE DISPOSAL- INDIVIDUAL SEPTIC TANKS AND DRA!NFIELDS (interim systems) SURVEYOR S CERTIFICATE This map was prepared by me or under my direct supervision in April, 1982, in conformance with the requirements of the Spokane. County Subdivision Ordinance : - , , • ®, f FROM: PLANNI1/ G DEPA UN MENT TOr QASSESSOR'S 0 AUDITOR'S 0 BUILDING '& SAFETY 0 COMMISSIONERS Q CO/CITY HISTORIC PRESERVATION • F ICE 'S f' ' c Q ENVIRONMENTAL HEALTH Q UTILITIES 0 PARK & RECREATION Q• PROSECUTING ATTORNEY (=TREASURER'S a BOUNDARY REVIEW BOARD Q BUILDING MAINTENANCE Q PRINT SHOP Q PURCHASING Q SYSTEMS SERVICES a SUPERIOR REPROGRAPHICS TB -344 - 24 7 - / - 1 N J • 47 P < 231i 2 4 , , 6,Tf �., I Es r., 6Y• No. 0 Z g( s • 2 e, Ca a .�d R. N 89 ° 2.3/7" w 2E /O S2' 13 12 FRoN C T. " f 1 2. C_ { N-11� of - Lot 20,BIk 1 (-- _s R. 36. 7'} .5C x,' DRIVE 32 ' Ave + L 3 . 13 r / cv 35 J J 3 N I 0 Z 5 '036 V I a s 9 4 1 1 / 'Q c . cry /Re /x irk A25 °38 C l fo° Rt. T 81.4' L160.2' / A 36 °04' c 2O °F2t. T L 1 80.3' DATE 6 — /5 72 e S e /voT5 S HA D E D 0 $ 9, 6 589 ° SI'E i: a O C u ESCR / i T /ON TH /S SECTioti REPRODUCED FROA4 L /P,;EN TD MyLAR. G. Roy ARE DES / GA/AT E .5 //VA /ON 4 3 2 y e 4 BK _ 24 1g , _`5 d y /�'�4 1 j E 33 /. 19 S -SEC. cog 30 30 36 31 73'23'.84 20.00' x.. 14.91' 25.62' eUILD i gpCK LINE 1 2 5. 0 0 ' UTIL TY A 077'; <` `$6;46'1 3 210 3' 18.90' 0.29' uTI 92.11' UTIfTY EASEM ,250. sq ft j -UTILITY EASE 90. os /+o N Z5' BG, S E (BACK UILDIN LINE _ f '* tr , STRIP L 8 -4 UTILITY EASEMENT d� `C#UI ACK ,IIN RECEIVED MAY 01 1992 SPOKANE COUNTY TY ENGINEER 1.0 STRIP L B-4 2025 _18 +Ip, 14�•50� .NOO 39 38'E N e / ► < s / �q \ < > < r 16 16 c / J ° O\ 'b / �I TI / N 1 .T�ti ` r,�, v id yj 10 • 1 %/ 0 1 \ Sc J O IZA ,JOO t 4 3Z 'E . 11-I<!�a_iw!�`JEilnai __________.`__F.`au�l�� �_■ - ■ - .. =--tea ■�■ �.r n� ru w w• - __L •s��la��wl� - �� �� �■ a■�.I rra� �� ■�1 - 111f1 ������� �■t■w ull lZ■IK�■a��■ r•� c lae�wrrl�a■1■■■�= aa■ = �� r_a bill ]El :i. ��r•rr• r■� !II __iil!a_ . ______1_ ■_a�w�la■__ "w►s�7c!� 604FZ low- �rvwt■r•�rlM�rarawc.irr_� ar a�� '4 -�����i� a■�a��1�1�_a■�■���1_ �_��w�s■�� ec. 1r1 -- - - - - -- - - - -- c In �\ .^/ mil �\ N /MOVE Ex /STING CuR� FROM STA . 7i223, TD. STA. 5 t &/. 36, DOUDLE BARREL DRywE TyPE METAL FRAME E GRATE,TYPE NO.3 SPOKANE COUNTY STANDARD TIMBERLANE DRIVE, STA 9 +40 21' RT., TOP OF CtiRATE = ZZ AND TfNOE_KL.IWE Dw VE, STA. °J +'7d QI'RT., TOPoF691 0 C oo ° 31°Y3s W Z5 00' CONSTRUCT S LF CURB CUT 8 "DEEP AT LOW POINT 5TA. 3 +4'7.08 /0 O V E s zis �,4 ' FS D= 87 36'58 40\ 22 81 R 20. oO 1 I LP T- 19. 18 I y2 �� RUCT 5 F Cu R6 CUTS $ "DEEP TIM 24.10 tT RT. POND ..E.. -FLOOR AREA =I , 7rOFT'' FLOOR ELEV =20$ 311 SIDE SLOPES DOUBLE. 13ARREL D METAL FRAME t < SPOKANE CouNTY STA. )I +I S, 21'LT., I,. 00' p N '�- UBLE$ARRELDR METAL FRAME i G.RA SPOKANE Coot•ITY Sr STA. 10 +80, Zl T STA. i I +lo, ZI`RT. ? loo. - CP' ELLS, TYP£ ' e" E TYPE No.3 HDARD PcF GRATE =2I 1' ofCSRATB ay, ° - 4Z.S3' /5•67.36 n - F QARREL DRYWELL TYPE ��( METAL FRAME E GRATE TYPE NO. 3 ' SPOKANE COUNTY STANDARD 2I5 - AVE, STA. IO +54 Zl S /4° TOP OF G -RATE = 22= 31,-_ , •, s,. ,- e M� � n Noo t4 "E. IZ�i.0 5oo•143DiA1 moz °4g'ZO•E cE TIMSE]ZL E. AN VZ. GUiZ.V E. VATA. L1. = GDIoz.I'Z3" T= 315.c' L. r 7Cv ° 1•Z'7 ' z1 �. 3Z' SINGLE ZA9RAL ORYWELL5 TYPE METAL FRAME L GRATE TYPE No. 3 SPOKANE COV"TY STANOARD TIMBEttL.�1E OR. STA. IS +0 £ 2.3T ToP o f G RAT E = 35 TB M TOP FN 4T 77/E SE CORNER or 23 rd RAID T /MBERLRA/E- ELEV. = 2033. g!o - wrllW� r� ■_�w ralwLa e•����■�_aa���w_a � a�ia■�■�� awl ��a���■arla�a_a wl�lwa��r,�_ r�a_a1►_w �_sa__w1>v�_ spa ©�.�r�■I�■�I���w�� _ ■■��a���■��� _,ot�wvc.�■_!1c ■�10 �� lea ®ca Ana- a� ■a■_■_a�_eaw�■■ ���_�_■a__ i�n�aw_■�a_�a_w��w� ■ •.n���l•al�■1•I�lal•1>I>IEUL: �lo�nl•�1.1.01_ L]►.JwyDLIi���LN7�1'� 1 �. n■1.►���1>I>c:wt�rlr�! �IS��I.��lal•� �1�1��a0 1�s���laal� 1•��a�l•s I_���ar��_ _■a_■u� _ IA ��■C7 -�� ���na��_■aaaal�w �as� �aaw�l�aa_�arar!w_�1]h��s� �� _aa■_�.I_ea�al�,l�1a�� ■� r- .� ■IIV ilIrl�r a■��w��ala�.�=�•.l■ ®�� IaliW�G�■�S� ter -r_w��laa� - ®��� ��a�2a7�y■�J11�t�.g�i�� �cr_tra.��+na e_w!aa 'mow_ tea_■ ®� �••�_�e I_iL.ir� RI 41 1L � - - '-maw . ' 1 : - �a�111 1s���wr� !�w _Sar�������� EtE•7�i'JIr1�Qr?i�%10�1�1 ®S� ��■ X11 _��® ����U������11G�L1C�F3// ��f11®�� 7al IVIallVALVI1►�■aa■►�IVA. =■.1111111 MI ®i +lEa l ®-� i 1/ _Io= - - -. - ��������ea�a ■ate ®� 1- ��w■�- ��������� aaww�■�w�� ®wiuiwl��alii!►:Ia�u :��a�ii :1 ■�la������ anl©r�er_�a:l�r�� 1wu7Jt�lih •lI F �q �a��a�r��l °r��a1�r�������l�i��a;c�r.' ■ems ���� itlN /;�e�.�i!I���1?el� ®L!7!!wD:��'+ C�Ia ,S[�1�! i ►����;►trlrlf� ®� N !Jl1 l - !dal _ q_w -. •r r ' �i1����!!ll ti�li�0�O�®_ u vL � �yliVeL�' ® ���� >t �y�l'I�Z1�C�i1 d el ♦f �� i -� -/ ' ��� I► _- 1����7�(,�������- a� - ___• --- ®s��tlJ1i � � 11 ,'��• e , - • .1-- �-•���a�aa� ®�® Ira■ -c> ter: �- r.1•■wwaaaa;�'� -�����:� -�� ® ®!wana■ �w���. IA!!I!-!1 �a ■�a�a�■N�■a� ,a■i�MENU 011M awPi1��'1GZ !6 llili l��! -- ®a���� - �INa91®0►tlfl►190; .; ar: �a ►_7►1sit>w`11r1:a•]�Fdo]:i►`1�� aw��w������■c� �v..■��►q �®�c�:�n�_1 ®ar�����1���������� aw��w ®awa��l�■w�� s�a��lw �_®!a --- - -- - llia■��1�`'Jw�l _ . '�l�a► �� _____ ,�0� ®����► :1i1.''_ \:�(!i�] \1 \��:d ®,7�>• ®� ■���■�w����wl�� - - ---r ■I�,r��� - ���- - -- -� aew ■!1 wTI.IIU!e •r�l� 4. a �I� ;_:a■■ �_- _ 'sii� w:�1�wl � �_��� - �w_ anti �•�L•�r���r� ��!�M© rat �s� •41. -_ • uJ�ItarJ� ®� •) : Lt�as:�awc■ -' ��i ■��•i w� �w•ww�11���n1���� sew_ - .ter - swr:�ll� ®��aa■n_ a_Iwlwa_ k •, '1 13:a��Qi�illG�C•]������ ®dal �!1 1��l� ®�1 _.lw:___n_��a_ ■_]_rit ' �y - [_'i1__!"JeJ__�lf';l9M�all I ] �. ����i1E •�r�S.uI 7��MiMlC�filb��►.� P ��! ���[�a_� -1 wT'S.vIr 1WS�t9tG1 �Ji - ����- ��s�Li arowil_���n■ tea! - T --- 1 i��lifitrt�r�l�l�t -- I t -- .-- . �i��li SIC - rr���anhnatial- ®arw►�1iisi:®o:�inLnoI:��'`�i1� = : � irt�r�i� ■ w�leise�ala■ a ►� ►►_s°]:r�r��:a�:rl:wll6rr ® ®® IT7 w(::f I 1 !k ti7t►I �Ii]c7!\►Ji7Vt7Jli1•a- :To'IfFar i . • I 1b tn + r Q - �raKw:w•��I�ry���sa�l� HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND ;PROFILE -FULL LINE WTELEDYNE. PRINTED INU.S.A. •1 Z 98.02' 16,351. sq. ft. �U til ;ty Easement A = 73'23 '; R 20.00' ' T = 14.91' L = 25.62' 8 E N) A D A D 10, 201. sq. ft. v' Install 8 " S X M7X Ft_ w/ Con cre +e'8locking to west w/ 6" Gate Valve, FLxMS s 8 • )' rn 566 V...as�ement _ t 10,305. sq. ft. /�' '54" Z.nStatt 8'x 8xCdTee,M3xM3xFL w/ Concrete Blocking to west w/ G; Gate. valve, FI--x M• , aq Dta. Class tSo PVc, 2..-Tie F.ods and 3 Fire. Nydro.n t to east 622SItj, 4 0 10,238. sq. ft. . 1 2 4.24 ' 10,041. sq. ft 14,112. sq. ft. 77.95' 1 0 16,210. sq. ft. r'A cd r7 19,109. sq. ft. GRAPHIC SCALE (mP ) S1mh +60 n Lv E G E N O EI c�`r�c l 'TI mer 4- TQe.pinone. WO. +tz• S e ry 5.5. Sewe.t - S e,rvl - fl re. Hy cl ra.r1+ Existing water Service (remove ) Existing water service (-to remain) RI s2r- r ,41 Ir si"atl 8x x 8 " j/1 Tee,Ft-xFt_xFt- 1 / o ne.tcking to as ww G " G cr ate. Ha lve , F L x Ms t w es w 8" Gate Valve , FL x M3 to sou h w/ 8" p.daptor , Ft.x M3 to north \\ F �/ i = 87'40'53" R = 20.00' V T = 19.21' V L = 30.61' S24'06'32 "W(R) Install ex. SXa Tee, M3 x P. w/ Concrete Blocking to south w/ a Gate. Valve., Pt -xM3' Co "' Dia. Class (So PV , 2 - Tie Rods , and 3--Fort Fire Hydrant to north Flushing Point Vera standard RF. CTTOW PR', T 25 N_, R_ 44 Install 8x8 " xSx 6 Cross, I Flanged w/ 3 - 8" 'Gate Valves Ft- xM3 w/ '8" Adaptor,FLXM3 to north avid 8" Pia. Class t50 pvC, zo L.F. Ut ility Easement 11,151. sq. ft. O ) 0 CV 14,275. sq. ft. I"- Water Service 58970'2 ; 233.59' 90.00' 11,250. sq. ft. .Utility Easement C s0o PVC Watermain 90.00' ui 186.59' 21,714. sq. ft. 218.00' N89 1 'W 92.11' 13,128. sq. ft. STANDARD FIRE HYDRANT DETAILS FIGURE 3 OVER 18' SPOOL c - Concrete Thrust Stocks FIGURE 1 FLANGED D- O 0 O • = 97'04'55" R = 20.00' s v, T = 22.64' a j L = 33.89' v °' N83•34'43" E(R) 93.80' • Ai\ hydrants AWWp. approved , Pumper, traff • one yarcl 1 iz drain rock at hydrant base TEES PLAN VIEW Bearing area of concrete. la" Tee (z4" x 30 ) Smatter Tee ( zo " x la") ico" Plug (2d'X 54`) Smaller plug (4")( 36 ') Cast TEES ELEVATION VIEW 2" Mark 11 Orisea' with drain FIGURE 2 PVC SPOOL on undisturbed Soil G" C- 900 CIaSS 150 THRUST' BLOCK DETAIL Cast iron street box —�+► PLUGS PLAN T ELEVATION VIEW 18" FLUSHING POINT STANDARD Install G'x G " X 6. Tee, td 'AM )k w/ Concrete. Stocking to east w/ G" Gate valve., F 1 --x M3 , 6>" Via. Class tSo PVC, 2 -Tie Rods and 3 Fire Hydrant to west - 6" ■ 3 Plus with Concrete Thrust Block Install c "xG " "x G" Cross, FLxFLx(v‘3xMS w/ 6. Gate Valve, F t- x M3 to west w/ G" Gate Valve, Ft-x MJ and Co" Dia. Class t50 PVC, 38 L.F. - to east Install 6" Gate. Valve, M3 x MS 1) Vera Water and Power, at 924 -3800 must be. called for inspection of any closures. 2) All materials must be inspected avid approved by Vero.- Water and Power prior to install at i orn. Watermains to be Class (50 c 900 PVC 4) Watertmains must be disinfected to the satisfaction of the Department of Health for ' State. of Washington. Wo e.rvnains - ko haVe 4' -o" minimum cover. Contractors shall o6to.in street opexting permit from Spokane County prior to construction. All materials must be. new. 8) Vera Water and Power requires prepayment for all work 1 be. performed by the company. All work to be performed ‘ri accordance Vera Water and Power .CovnQatny. 10) Wotermotins will be pressure tested -For 1 hour at 200 p.s.i. 11) All plast Wcxterlines . are to have. a "Tracer Wire" installed parallel -t-o them and grounded - to Vera Water and Power Covnpa lines. 12) All f ire hydrant ma terial and installo..tion costs paid • by developer/ properly owner (s). 13) No Vera facilities will be installed in bottom of drainage 5wales or Ponds. Facilities be. instoailed on level area above. bottom of swates and Ponds. 14 Diations ftryt aroved tmatia shown _on thi's plan !m be reques the f row pp n Vera, in w ng and will be responded to 'in w r it ins. Spokane County Fire. District No. 1 Examined and approved this day of 1992 Examined and o,PProve.d this EXo'(Y ned and approved this CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926 -1322 SPOKANE, WASHINGTON 99212 DRAWN BY with policies . of will be. 1992 7- ./3-9 D ate DRAWING NO ST FELLOWSHIP NO.4 1ST A 10 ( IN FRr) 1 'nob - 200 ft GRAPHIC SCALE 7TH r - 1 —- 7 - -- 1 , 37 I 1 39 , 1 - 1 1 AF p\;E4CHLR --t r - -- 1 �r - -;�f - - — 1 1 ;141 I 13 J2 ? 1. -:I mo t . _. - 1 _ 1 i 19 /cv 28 E HAR (2 t 6G E7- ta>~tre'SVITES /40 4 .,..::4 -T.; /'cbt rr ohl '(ALAI . 5O U ' P - ttNfPc?.`i L - � 1 1 1 1 1 i 1 1 i 1 31 30 2 4TH-. J,- i ( • . ; ' L 1 . 1: // I,�l_I t � _r\r N OTE Stormwater flowing off Ridgemon+ Et No.4 R Addition will lie within the dr ainage areas of - Future R.idgemont Estates subdivisions, and wilt be considered iv► future Ridgemont Estates' drainage plans. Single Barret Uryweil Pe- A Spo1<ane. County Stoonda Metal Frame Grate,Typ - 3 Top Grate El ev. , 2024 °g Pond Bottom, Elev. 2023 ' ConStruc+ Cn Curb Cut R G' deep a Low Point (RS) \ Single garret Orywe.tt,Type A SpoKane. County Standard IAstal Frame T Grate,Type_ 3 STA. 8 +45, 25' Left To Grate , Elev. 2o23 Poona Bottom , E\ev. 2022- 123.40 85.00 BLOCK Single Barre Drywe\I Type A SpoKone_Co my Standard Metat Fro. e #Grate ,Type 3 STA. 8 , 25 ' Right To Gr•at , Elev. 2022 Pond ottovn Elev. 2022 12x.44 Grass Sod 10.0 = "6 �r_rzFT �.- 25:0 Aspho.1 Concre Pavevnen - t- C1aSS "B ", Z Compacted Depth Asphat* Content 5 / o to 64° 5pe.c.) = RUNOFF FLOW DIRECTION DRA \■AGS AREA BOUNDARY = DRY w ELL . .0278 FT. /FT. 25.0 Crushed Surfaciing To Course. Co" Corn ?ac -te:d De.p*'n (W.S.D.O.T. S Type "A" Cement Concrete Curb Spo (one. Courrk Standard Top Curb 18.0 .0278 FT. /FT Gross 5 DETAIL : TRANSITION " IN CURB AT DRIVEWAYS AND DRAINAGE CUTS Driveway.Cut Depression DRAWN BY: TYPICAL DRYWELL LOCATI.ON NO SCALE DRIVEWAY SECTION NO SCALE R/w 4 13.0 , i c 7.0 E x'18.0 ^- CHECKED 0.0141 FI /F � yweil NOTE : DrywettS are. not placed directly ad3acent -to curb cuts. See. Plans -For drywett location. Varies 10.0 Swale. Bottom R/w e.-K1 T W c.o t Ssc.*ion ; Drainage. Pond to be Constructed where shown on plans. See Drainage Plan sheet Z of 2 ; - For pond ;bottom dimensions. y, C epreson (G d wut h D e re Sho t3.0 G " Cur b Cut 1. 1 Slope. ,min.: 3 *- 1 slope ' max. -from - top of driveway to bottom o - f swale. 8'deep Curb Cut DEVELOPER DATE CLARENCE E. SIMPSON. ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 DRAWING NO. insedi Law 0 W F- 0 0 O z -, N 47 ..t►A 1.4 II \ • CURVE "A" A= G2 ° 39'55" R = 410.00 L = 448.42. /3 4C? i •<:_, i c; i 1 N \ s ,t.: ` ma y ��`� � ` I. N -..., � \\ '4 -,. N O 3 B LOCK 115.00 90,00 6 B LOCK 10 .0 0 tl I C 4 „ 8sa 6 �, z 0 6- r; 25'00 03 I8 3j 5 0 0 JJ 0 4; 8 T ; ? 0 ' 7 • 8.3 1 50 Scale in Feet 0 TYPICAL ROADWAY SECTION NO SCALE 50 100 Gv Sod (0.0 13.0 w J N R/w 10.0 /g% \3� Asphalt Concrete_ Paveme -nt - C lass "5", Z' Compacted Deptin Asphalt- Content 5V7° to G4%0 (W.S.D.o.T. Spec.) NOTE : EXcept Lots 2,3,arc! 4, Block Z which hove no Swale. cold, L ob's S and IC), Block 2 which have no Swale.. NOTES 00 2.5.0 18.0 .0278 FT/FT, 25.0 Crushed Surfacing ,Top Course. G Covr\pacte.d Depth (W.5.0.07. Spec.. Type "A' Cevnen-t- Concre-l Curb, Spotcavle_ Coun -• Standard Stop Sign T Road Name Sign.. ; Spokane County Std. Road Name. Sign : Spokane Country Standard Private Road and Deadend Sign : Spokane. County Standard Alt signs Sha11 be. ioca-te.d as specaf ied \n -1 Manual o. Uniform TraFFis Contrro■ Devices. Street signs shall be installed a-F-1er the \nstal\oction o - the curb and po'v e,n+ o 1.5 7.0 \ \`' RANI 9.0 13.0 Grass Sod Typical Section : Draiviage. Pond to be coons trusted where shown ov, plans. Sea Drainage Plan, shee -t 3 o-' 3 , for pond bottom d ivnehsions. TBM Small spike in power pole at NW. corner of 24th Avenue and Sullivan Road . ELEV. 2030.285 MOINL II t r� =■ ' ®M /i��i _9J' • —II • �PM�u_ : _ == MEMO _ !cam � 1� IRENE Gi!1V���I103 1 31, ∎:JI�Ii I NEE11111 MI M: �rti;i �i/1A® ��■��■ =Era tammomil■m■ mom i■inlimmommmmE■ MUM �� ® -==� IM ® MEMO 11111•1111•1111111•112E11•1 11211111112111111111 11=1111111=11 OMEN MIMI �•11.IIIiMINI•111 r••7 — — 111 ■� � I ��w� Iii � �raa���R>_ �rn■ �s>t:►1���; ! o ►t I • rim �t ►��9/►'� . ` ■iity� ME 1' --- ®�" rte— �� _ . ■� ■�� MEN f.IIEMONNI �i Mit4/.7! =Nri7 l� �1�1© • Lim .� J•1R�� ti lI fl i'— I N: 1'tli� � ir: � ■ _� III 111 MINIM MENNE MINN widmomilmmUSIEMENIMINIENIEEMINNIIIIM2211111■1211•112 6 1111 ® ®® ® ®® 21121121■11MME ME M IR MIMI IENNIMINIIIIIMIIIM111111111 111111111111111111•111 11111111111 111111111111111111111111 11111111M1111■111111211211 =ME MINIIIMEN111111 1111111111111•1•111 MEM W 1 1■1111111•111•1 INIIIIIE E1111111111 MIME 11M111111111111111111111 MEE 111111E11111•11111111N 111•11111• 2111121110E11121E1111M122111• 20111121111•211111111111=22111111 MEN MIMI EINIMIIIIIIMBEIII MENEMINIEMMIIIIIIIIIE 111110111111111=221 MINE MIIIIIIINIIIIIIII NM= INIIIMMIEMIENIMIIIIEERIEINI 1111■MIrn1■IV ® ME> ®12111•1111® 01111111■1111101MINMEENNI MEM 1 111111101111/1•1111111=11110=1111222111111211111111 MM. • MIEIMIE■■iIEMEINIMMI ®iNEIMENMEIIEi MI 11112M ®® �� / � ■■■irt ------ j r. limmem■ minim � !■I �111 11��� �N■ M■I_Ill_IIIIIIENNIIIlt> ® ® ®® iii INMECIIIIIMIIIIIIIE ill u1_1MiIIIIRIi?_1lMIMN I r a t MOM Alla 1 MINIM 111111111111111211►A111► 111111 MUNN MEM MIEN MEFAIIEll - -- - - -_ MIMI MIMI MEMO NEM EIIMMINIIIIIMINIIIEEE IIIIIMENI IIIIIIIIIII Mil mini: ■t01a :1 :MEN /a1,:]: Id1 -ni11111 NM= MINIM ddldillsllkIdMEMIIIIIIIIIIIIIIIIIII IIESESEMINIEMIEKI <WArdIP'PAEO r.T.A31111 C- =M2711/i•111f ® _® � ....1,111Namdm mil /11rellinIR"O IMTVI 1•>•1 IMPAI �S5�1r IPMMC INI :iMI'i��■ IIIIMI ® E =01110W millnal is �iNAL outTi•71I�,J! 1i1•.T 1 7 MI j _�__ _ j %J r!(.11kwAh' ■t •.J ■� ►. 11'LI ild12111! /= MINNS EIIIIIEINEINIMIIIIIIIMMINE1111111•11111111111111111.1111= MINE= 11111i 111111111111®1111=Pff� _ SIMIMMENN - _ - - MENALL3LAI1NIIIiIi WilIl'iiidii tit >,ilElc ® MIMI MOW .1a Tel _ i.11•Lfill d_iN: _11 ice EIMIIIIIIMINI MI= 111111111211111=1111 11•121.1 111•1111111111111111 MINIM M111110112111•11 . M /II I :at 11.1k 121E1 le/ I HEN ... .. EVIL.P.I:11:211r. aPAIIIII MINIMINIEIIILlti .trel rem o I ..1111MV/Alai ! Il :IFNI lel ■ Mil 211 .11 • 11 Pl i eM illim16.11 M 111111=11 ammummi NM milim Mill Wa IM I MIll inia .111P114P1i N g6.1M11111.." a111. WT11 ME MINI MEIN MIMI immommtli Relit a I LIP, am allin:411:AglitIVIIIRI niela ia iglu I emu= 2030 IR NO ow 12 13 14 15 16 17 18 HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE 9PTELEDYNE PRINTED IN U.S.A. _ /66/0, ti i , ` s 8 -, _ ° J7__ f 33-O — \ \ ri \ 1 5 a . a/ •' /. / 9 3• N \ (Q 1) �, \� � moo, 6 / V �� / 9 3 -9° 3 �° � �� 9 / ti. �/ / 9.9.-6-'24, <OO • / %'/ 4`0, • � �° 15 ^ �� ° " o e o 3 2620 a � is S - 9 0 9 – 0)/ ^• 13 �/ � ..-/ � ` � _/ c , . v/ � .3 / /`� 12 i \ ,n' CD/ 0/ 2/ N 1I °05,E. 37 0 / ' / URVEYO CER.TIF C A T 1 MAPCoRREcTLY R.EPRE5ENT5 SURVEY MADE 8Y ME OR UNDER MY D1 REC TI ON IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY REcOR0 th4G ACT AT THE REQUEST OF TUPPER L REATY CHARLES E. SIMP5oN LEGAL- DESCRIPTION A Begrnnin9 a,t the -S-W ccveriex- of lot I1 in Stock 1 Ridsernonk Estates in '19° thence. S 13'0," - (lions west line of said Subdivision Q. dtsto,nce 1 N69°35" W. Q. distance.' of IT6. %9 fe,e.t; thence. S 30° 06' W. a d e. istar 54 W. q dis4-o.nce of 8 0 feet ; thence N30° O<o' E. . ct. dista.v ce. o-F T2. 0 93 / 93 S 3 M 0 9 / \ \ C / (9/ Sec. 2.5 N.,R44 E.W.ti1:; of 9.86 feet; thence of 100 feet ; t hence. N 59 0 feet.; thence S 5.9 °S4'E. d isto.nc e: of 120 feet; thence S G9°54- o . distance of 80 feet; t hence 5 6 9 ° ' E . a distahe o•F 173.11 -Feet to the West line of ,a.id subdivision, thence 5 19° 13'0 9" W. a distcnce of 9: %Co -Feet to the, 5 w cor -ner of Lot 11 in bl c.k I B 8feet," ide on ec►.ch of that center line; description be9innin at the west - corner of l ot 3 in Mock 1 to R.-- id9emoht E tv section es, T. c..5 t�. IZ.44 E . VJ . M. thence -N $1 ° 53'W ato,.ti existing draw, o. distance of 2.05 -Feet t,o the extztw oc.k. p 5 ivdc on eittser o car+"trer line as de.sc.r,baci: gesinnins- ct.t the SW- • C _orrl.e.r of tot \9, g \oc.k t R.idseynor►t Esta i sec. 2.5, T ZSl\I•, 12.44 E.W.M., tkertce N. 89° 32. "tail. a`:Iorr9 the north Cz /v-/ tine of 2,4 i\ve., a. d ista.Vnce of t'o the t—e Point of besinrt:n3; thence, N. 1Co °t63YE a. ci s ta y . c , e of342.16.F'ee{; thence caf a.4 feet; thence N. 2 07'E. Q distance. of 133.0 feet; thence: of 375.0 feet; t hence N. 17° 20` E. a d ista.nce. of 2e2.0 - feet; thence of 115.0 -Feet; :thence N 34-'33`E. a dtsi'a of 405 -f - f t "the. exis+in 5.19' P¢, et 14.71 °42'35 "W. a. distance 14.11°05`E. a distance N 26'34 E 02. d '5tanc 51o(L po . o / /s s .96 6 ,, e 8 , e ls • /f\ )/ . 7.0/ I Z - • A O a , "0/ �) /\ / o \O. / 4 Xlyt + a nd -/ , o \I o s � , 4 /\. \ N i E , 2-a/ % \r' - "" / o , \ S R S \ ,' 0 \ :.� / 5 � \ I / \ • txt" �,\ � O \ \ - o')),.. Q a\ �i v. \° ' / /\ \/ .\ \ vj / 'Scale : I "= !Oo' 0 • 84: UTILITY EASEMENTS R ID.GEMONT ESTATES. SEC. 25, T. 25 N., R. 4 44 E.W:M SE Corns:~ Farm House CLARENCE E. SIMP:SQN ENGINEERS, INC 909 AR ROAD phi: 9 ?613 SPOKANE, WASHIN kA °, iy 99206 1 ` C, t t S -1 d12ilS 01 r- aaud- ua sin" ;o,- It' I 1 1(1 (1 1, - 4 0 8 0 1 I (t' ' - .lI V r t' -1 d 1211 0 1. 'ON (n 0 0 4 1 rn U 4 o }} •bs w • i. 1N3W3SV3 39VNIV ,6Z'OC = ,06'8 L = /1 �,QO'OZ =/ 8 /t. «C v, / / 0/ • OE o CO O o o £t•L2 = - 1 1 ,00'OZ = \„00,00.06 = V 1 ,00 a }� •bs .t LL' LZ 3NI1 )IOV813S 9NIOnln8 ,0£� 65'98 1N3113SV3 Allnlin Lt'L 1. co 0 0 O 0 O 0 (n 0 O M.OZ,£T.88N a ir!' '9Z L •bs 'SLZ`t L Z =bs_ 1I.Zt`9 L -0 CV O W. � • Q • • ° / ° ' %e / L }} •bs •g02`01. .oiV � Oe o s 1 OSL 99s` . te a) •}} •bs • LS2 L L L �o�` • col � v 40 4 ,Z9'SZ 1 �`E� ,L6'tl = �1 \� ,00'oZ = 24`, 4ti = v c,Z • f OE (:l) SZ 94, 1 03 (�, tf) ,og L •}} bs 'LLZ` 09 co co r ode N n nlne os •bs 0� 3N1'1 )4v18-1-35 )4v18-1-35 to 0 (c }� •bs 'ZZ 0 ti (C Z L v csei Ye G ' X 407 \ Y/ / / 3 SbN/ ba0 s }} •bs '� LZ`0 L 8 3„ L8,S5.98S }} bs '82Z`0 SZ o / • Qk , -- o /zt - Lc / 00'ot = 1 X / „I3Q,Og(06 = v� 1NA3G)43 / 301N1ton \ /64 8� 9 V •11 •bs 'LL5' A ti \tee vi `ZS • Z Z9 OZ 3 O •11 •bs '1S1`OL 1. ,00 .6 �- 1N3W3SV3� -- A�Ir>in }} •bs 'L6t`LL oL - - 791 M rZi►,Z£ °68N ,S 6 - L }� •bs Z J.N3W3SV 0.1 39VNIV8 '60L`6 r 0 1N3W3SV ( g Allnlln ti \ 01\ °% (8)Mu8,8n.985 • ,Ct'SZ / r— 3N11 >10b813S 0 / 9NIa11118 ,Sz / •14 •bs .0 LZ`9 L "° 0. . ti 1 ,0£ 9 cn N ()I (n ,08'£6 _ T 4 00'06 ,(8)3.2 ,6E'£1� — 1 '- I 1 ,t9'ZZ = 1 �.I \ ,00'02 = 1J o \ 4. g,t O 0.L6 = v N 1 ' cn w° L O Pi 3„ ZZ,OZ.69S ,65' L2Z ,69'££Z o£ \ 1 2' \ a •} •bs 'SZ L'2 L 1.3►y3SV3 z Ol l AlMIT Y , \ , L LZ6 J aASns sTtn ao; pasn st3M esa9Apa4 pteT; Y Lanans stag so; pasn exam Haa up pue agtTopoegg puooas auo y xim a){Ids - a•a las - Aaepunoq uoTsTATpgng s pagou se ao 4966/Z498 1 deo 'avow , /T punod = pagou SR ao L966/Z498 dap 'asgaa ',VT gas = o Jo- Asp ON3931 - i ( LIU NI ) Jo- gsanbaa, aqq: pso 3 1 0 481 UT- • fry' a Z66t stq; p.xooa.a ao; palm 311 SSOIIUflV L' 1 11-1 1 r's _1 V M.ZZ,OZ.68N 1 1 Pit\!A I 1C •J V•./YV=J. 1%J1 1N3W3SV3 Alinlln —� z 0 cr •bs ('4 '05Z`1.1. ,00'06 3.2Z,OZ.68S 1) 0 3 NI) / / b ° N 1 o) kO � n e 1 3s / l 0 1 Co I o " :0 .t.. `Z 2 1. s T Ailtlln --.7 i7 I i I I to t o 'bs ' L5 L` L L I o N3•3SV3 • I (1)3 r 5Z ,51.L9N 1N3W3S1/3 Ailntin - J0 SV7d 7VJ rLf sits 0£ O to ZA b -8 £ -1 d181S 01 0 'n 9-1 ea- / J SEIVISE z 0 Cn 0 1 w :• to 3.6 , 66'Z L L O ‘11 1- I/1 (1 I`I V ./ VJ_J •) .J 11� • • ', Ss o` y a� q.\ \ >a- ) q u� u bui se M �v9 »') � � ti 413 buTptsag uogbuttlseM ;o egegsj egg ao; puue ut oTTQnd XapgoN a - 7- rsaatdxa uotssTmmoo AW ■ 2 • uaggtam anoge gs.T; real{ pue 1Cep agg Teas TEToT ; ;o Lm paxT ; ;e pue pusu Am gas ogunaaat>j anetj I 'aiDaHaHM SSaN,LIM NI ° dTtjsasugaed pies uT saaugaed egg 'Tv - guaseadaa og paztpoggne sT. at; gegg aouepTAa paguasead aaddny •ter' t .auuex •pauoTguem utaaau sasodand pup sesn egg ao; peep pue ;op Aapq.unToA pup 9923 sTtt aq og amps egg pabpa(MOUxoe pup guamnagsut buTobeao; pup uTtgTm etgg pegnoexe oqz TenpTATput 9114 Se °mug 'sageToossv pup aaddny 3o gueptsead aq og uMOUx oSTP pup 'dtusaaugaed uogbuTgseM a 'sesTadaegua t;gnoS meATTTnS ;o aeugaed butbeueK eq og uzoux aaddny •r ttgeuuex paieadde &TTeuosaad am aao;ag 'Z66T 3O App stag u0 ( SNYNOdS d0 Man= SS(NOy9NIHSYM dO ayYS,S Z661 3661 1 Z66T Z661 Z661 2661 3.t•� 8N ;o Asp ;o asp = ;o Asp Agndala Sgndaa z 0 0 cJ+ 0 w CD m 1NiW]JO31MON)I OV usmaTUga saauozsstmmo0 Aguno0 ausxods seat; ;O gotagsia 111Tsag Aq.uno0 ausxodg ;o Asp aoq.oaaTQ guamgasdaa NuzuusTd dguno0 ausiodg ;o Sup • ;. 3o Asp soq.0aaz S1 6q Aq euexods Am aapun s1vIJIflo A1NflOJ 31VJI:II1II]3 SIIOA3AIII1S IL'86 =Z 6S•6b =1, 00 =2i 1,LE,L4o8I =0 Zfi7'E8T ='I LZ'£6 =y OO'OTV=23 „L9,LE.9Z =0 LZ'699 =rI 9E•9IE =,L 691E9 =23 EZ,TZ.19= elep anarta •s sTql. panoadds pus pautmsxd szgg panoadds pus pauTmgxd sTga. panoadds pus pautmsxd tjzgn Aquno0 ausxodg szgg panoadds pus pautmsxd aaauT2ua Squno0 ausxodg szgg panoadds pus pauimsxg aossassV AgunoO ausjods szgg panoadds pus pautmsxd saanssaay dquno0 ausxodg 2661 ` ;o Asp szgg pzud uaaq angg pusT paggsTd utaaaq aqg uo saxs-1 paatnbaa egg gsgg S ;tgaao Sga.aaq I •aoueutpa0 uotstntpgns / uno0 ax egg ttgTM aouemao;uoo ut uoTgoeatp anans a sgueseadaa ATgoaaaoo dem "stun; Ism stgg ao; 2utrsaq jo stssq aq; ss pasn SRM s�utd j0 6L a�sd 6i 3 1 00 8 ut papaooaa as uomppd pag 4 •oN sagsi.sg q.uotuaBpti do t Noota I 10'1 Jo autt q;aoN 9gg 2uots a „ZZ ,OZ .68 S do 5'utasaq ag aeugaed butbeueW .addny • r ggeuuex, sestad tfnos uvATTZnS 2661' n' ;o Rep sang teas Am pexT ;3e pus puet4 mo gas oguneaat4 aAeu I " dOaaHM SS3 •sl{asglas utpttnq a u)uo.zj atgnop o) Ioargns ag tttnt pus 'sloe asogq. uot>3 pagsggolsa aq puoa u )pg1 quaAa aqI ut asn aangnJ sod st T )Jootg £ pup Z sloe . uots josgpas Qutpttnq agy • sasodand psoa otTgnd ao; uoasaq u!ogs sgaasq.s aqg aana.ao; agsotpap Agaaaq saop aoggsTd aqy •uot)tppv 7# salsgsa )uotua°pt j ;o Puplvstd g2no.zgl paysorpap sr 1 uapp pauopuuqu a ttlM 000t0t0T6 •oN quatunoog s japun papaooa.t SR gano0 IsTZ jo aouutqua aqI Is quawessa aF1?up3,rp .°ut)srsg A 7 t� 93 3 ;o .zaeurbu3 �, i u z , au ut • ma Td_ panoadds ; at>ig �a t> T� aou p a >q . k tIg set oou dd s�Cs _. LL... _ y. _ g peo2 Ag no� ate og sauoeoadde,77A antan ao -s 1tTlw.2ad ' 5uTpTTnq TeaP Its go aesegoand uoT; =t go uoTgemao; aq TWA °got gore ao; saoAaAand egg 'seTgTaoggne - 6uTuuT6ag jo P- '0N quoma6pfli jo aauJo0 9111111138 10 SISVEI :smorro; RR peqTaosep q4 NO111,31030 M NI n4 and u1..livan South Enterpr,iises r t ` I *: ?'e. C., , c, e r t , hat the ,':Land have boon paid this Y Spcikanc County Treasurer Deputy Examined and approved this day "1kti _ , 1992 ■ by Spokane County Assessor Deputy Lxami . and approve "this _ day of Spokane County Utilities Director Examined amine alt eiliaxef day of 10,305.:; s 0 > °' 1 1 ; 5 77 . sq ft. D AINAG : 1 17e, .= 31.4 87'40'53" 20.90' = 121; t ' . O.61 4'O6' 1:1;250:', y� "^�iJTII iTY EASEMENT 90.011':: 1992 `STATE OF WASHINGTON) S5 COUNTY OF SPOKANE ) On this day of 1992, before me personally appeared Kenneth J. Tupper known to be Manalging 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. Kennet 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. mmission expires Notary Publ is in and for the State of W ir ,on RQJl "^.t VBo; r.- l.on ti:r'.: :.:': 73'23'54 20.00' ' = 14.91' 25.62' • 3 <rit"P}i1s14 n:.. GEMVN T • . •1t• r a. • f «lt,t - UTILITY EASEMENT 11,271. sq. ft. 11,151. ''sq. ft. Y EASEMENT 127.44' S84'30 28" E(R A one second theodolite and an EDM were used for this surve A field traverse this survey or as noted Se rebar, cap or as noted # 8642/9967 = Found 1/2" re • :. Is l r� k �` Subdivision ••un .. . _;, .� ...... ... . f DITOR A � Txt .. �... . pqa. mq. v. rrwrtn• �+ w�+. �i.... �� ..- +....,n•- �m..�.�- ..�....�. -. ec) ( DI r }' h a 50 _.,.:.3 1c Q . STRIP L -4 8 4 •. 11 41 _ t 1 T ILITY EASEMENT 'Q 5 ' .BUILDING SrTf3j R .i,irllE W OOP - 1.0 STRIP L B-4 Cni TY EtittNEER DEDICATON -1KNOW 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 r "RIDGEAi0NT ESTATES No. 4 4th ADDITION" and described as follows: That portion of the NW 1/4 of Seotion 25 `1', 25 R. 44 " .M. described as .follows! �x.:.. ` ; ei � ' mast; t� t� ex ot,� . ...0t 1, x loci 1 s;i' IiidgenIUrit. No. 4 -2nd A ddJ - olid, 48 per j 3.at .. a { „ orc:iec:4 in volume 19 or Plats, page 71; thence N 89 2114.00 it to the Northwest corner of said Lot; thence. S 00 *35'38"W ,25.00 - feet to the 'Northeast corner of Lot: 2, Block 2 of Ridgement No 4 Additlan, us per plat; recorded in volume 19 of Plats, page 79; thence the next 6 courses and distances along the Northerly line of Ridgewont No. 4 Addition, N 88'33'20 "W 126.44 feet; thence N 62'2022 "W 175.00 feet; thence $ 27'- 39'3a "W 56.00 feet;.; thence N 62'20'22 "W 125.00 feet; thence S 27 100.00 feet; thence N k39 32 `42 "W 175.97 feet to the Northwest corner of Ridie:tu0ft No 4 Addition, thence N 00' 39' 38 "L 295.95 feet; thence N 811'51'41 "h 233.27 feet;; thence N 8.3 0209E 11 ' .90 fe thence: N 02 ' 15'20 "E 138.49 feet; thence N 12'22'15 "W 68.45 feet; t hence N 33'0$'10 "W',�(1'' 7`,33 feet,�thence .L `tt I !4g "'W 6i .70 1'e2 the N �i3 t4-�4-- feet; � i � ' fl thence N 56'18 3 r ; 00 feet; t; thence S 33'4.1 45 "L 100.00 fe thence S f .t o'r %; I:5 .20 feet; thx'.h e ., 0 J 1+ 11.34 feet; thence N 7Q 7' 11 "1: :10.14 feyt:,i.; thence S 13 153.05 feet, thence ,S 130'14'32 "W 216.32 feet; thence.; S 89' 1'.0' 2 "r, 233.59 feet; thence 8 13'07'59"E 47.66 feet to the 'beginning pt' a curve concave to the Southwest having a radius of 435.00 feet; thenc.t: Southeasterly ly through 4 central angle of 13`47'3r, an arc distance of 104.72: feet;- thence S 00"39'38"W 170.00 feet to the Northwest Corner of LOt 1 , Block ? or U.idge,mot ►t N4:. 'j - 21 .l ddi. tiort, thence N 47'21'08"W 07.27 fe'(3t, to t,{1!' Point or ` i'tegg i i'l.ni t fl Siteaee in tho 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 andi 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 • for to issuance of a building permit for each lot. 4 „ No more than one:dwelling un shall - 4 Placed lot be further subdivided for the purposes on any one lot nor shall any of creating additional lots or . buildieg sites without first filing a replat. 'The owner(e) or successor(s) in interest se to authorize the County to place their neme(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petitiot further not to 'object by the signing of a includes the owner(s) property and protest petition against the Cant to RCW Chapter 36.94 which this condition shall not prohibit the ownerts) or'Ssuccessor(e) frees objection to any assessment(s) on the called property: as a result of improvements for in conjunction with the : formation of a ULID by either petition or ution method under RCW Chapter' Lots 1.2,3,4 &5 E3LOCk 4c 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 systels is prohibited. Utility easements as shown are hereby granted. A public sewer system will be made available for the at an vidual service will be provid8d to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. t Dritipage e t ,z m, 10 t3, IA- E 1t 11 t,- 1 R..'rtc: 4 9t'n I'l re n, whir;h r:IIn I C3r the roil (ii inStAiliS1._� ...•.., lung s`il't €`i 5 #i.t 't {f} ; 03' ponds and drainage facilities to di :. , C' . or runoff are her 0)y .trani..n 1. T1.� 1 , lr“ .,.. 1 A , , , I-( : , j � � tt� i;: hereby granted the right of itigreU:, and Ye:�t, to A11 c1r irr *r , n+r -... ,. ad , ...'z''?it. to the p'iI,Iic right --of -way. The property oz, Iat� � phal1 r aint_ain ti`-, , .!rai ; . . nd .. 1,.. L a herm ant. live cower of lawn turf, with optional .. 'NOS S5t't- Rn '.'c7` i .•s' . i. K r - 1 ;lt-. 0 t.......t;t: ..1t('. flow zlnd pf`1`COlri:1C_,72 Of FI O).'?Ti C33".'ti21:3.tbe tF:i! ),(,tr i •:;? ;3 t.st !p3'rYt1 gletc, propotty va n'_ or his r•p .,r.,.,. ntati.ve -shattA4Sform, each succeed frig-' :purchaser r cif all drainage easements on the property and his rcs }onsibility . maintaining drainage facilities within said easements. Individual driveway access permits shill be required prior to issuance of : a building pert ::t for driveway approaches to the County road system.' Driveway appraachea shall - be constructed in accordance with the approved plan on file in the County Engineer's office. ...* 4 - _ 7 5 . Y atw. ' : ..y t };', s', =. - 1" 'i {7.s' Ac!ti9C °aF- �.;[:.• �.iP`E'sd4_"t' t ho ..et r(-:t.i..`_r ..liko n .iior r wl for public' IN WITNESS WHEREOF, I have hereunto s� day of 992 Tupper & Associates Inc. Kenne tt:) nt;. BASS OF BEARING !The i 1 fl L ' , S� t �1 `T . °..'� i be t , t '.3° �_ �tica�tl. � +�' - `''�X'�..11 �trie of �.c:4. 7 11111 lL at1SI 1 ;irr.,l ' {i'..f t.1ut7 { (r �1'.' .%t; :tL'Iia +' affixed Kenneth a. Tupper, anaging Partner th SlifiVEY0 curve A d .61 R=531.59 T= 315.36 L= 569.27 li W25•37'57" R : 410.00 T =93.27 L =183.42 6,=13 *47'37" R=410.00 T =49.59 L= 98.71. RTI FICAiE 'this' map ct.rreotly represents a survey made by me or under m� direction in conformance with the requirements of the Spokane County Subdivision ordinance. Charles E. Simpson p..:, & L.S. #9967, Professional Engineer and Land Surveyor)