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PE-885-73r i AGENDA, APRIL 9, 1976 SPOKANE COUNTY PLANNING COMMISSION Time: Place TELEPHONE NO.: 456 -2274 Friday, April 9 1976 9:30 A.M. Conference Room A, County Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION. EXTENSION OF TIME I. PS- 835 -75, Ponderosa Third Addition ZS- 17 -73, Agricultural to Single Family Residential (R -1) a. Location: Section 32, Township 25 N., Range 44, E.W.M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition; Nly of Schafer Road, and Wly of the line described as follows: Beginning at a point on the Nly R/W line of Schafer Road, 240.09 feet SWly of the intersection of the O.W.R. & N. Railroad right of way and the Nly right of way line of Schafer Road; thence N 59 "W a distance of 448.48 feet; thence N 30 "W a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. b. Sponsor: Tupper Realty, Inc. East 9803 Sprague Avenue Spokane, Washington 992 C. Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99206 d. Site Size: 10 acres e. Number of Lots: 20 f. Land use proposed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established January 6, 1959 h. Advertised Zone Upgrading: Single Family Residential (R -1) i. Water Source: Washington Water Power Company j. School District: Central Valley School District k. Preliminary plat given conditional approval to February 1, 1974, extended to March 1, 1975 and to April 1, 1976. 1. Request an extension to May 1, 1977- i •� o I I�IORTN x� yd Its I ' �r��:J r�I� 7 AGENDA, MAY 13, 1977 SPOKANE COUNTY PLANNING COMMISSION Time: (PLEASE NOTE TIMP CHANGE) Place: TELEPHONE NO.: 456 -2274 Friday, May 13, 1977, 8:30 A -M- Conference Room A, County Court House Annex (Use Mallon Avenue entrance) P914 Do a a =0 0 476all 0 blirAft •► ► •► • U ZS— 17 -73. AoriQuItural to 4in a. Location: Section 32,Township 25 N.,Range 44,E.W.M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition, Nly of Schafer Road, and Wly of a line described as follows: Beginning at a point on the Nly R/W line of Schafer Road, 240.09' SWiy of the intersection of the O.W.R. & N. RR Wly r/w and the Nly r/w line of Schafer Road; thence N 59 0 36'42 "W a distance of 448.48'; thence N 30 °11'30 "W, a distance of 475' to the North line of the SE 1/4 of the NE 114. b. Sponsor: Tupper Realty, Inc. East 12929 Sprague Avenue, Spokane, WA 99216 C. Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road, Spokane, WA 99206 d. Site Size: 10 acres e. Number of Lots: 20 f. Land use proposed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established January 6, 1959 h. Advertised Zone upgrading: Single Family Residential i. Water Source: Washington Water Power Company j. School District: Central Valley School District - k. Preliminary plat given conditional approval to February 1, 1974, and extensions of time granted to March 1, 1975, April 1, 1976, and May 1, 1977. 1. Request an extension of time to June 1, 1978. m. Environmental Impact: A topic of discussion at this hearing may be whether or not this proposal will have a significant adverse environmental impact. I i I i i Q NoarM MILE SCALE — 17 — RO I //a -1 2l n /�4 3 /14 /-� %5 4/9/76 ,� - �i� -,�� .z� ��.g i �/Fgei.✓6 : Jq , I2, 197,3 C'O.✓P /7<Or✓-S, t l Je-6; 7-o P2o /D(F 4001 TONA*-C A-V GGE—CE . - 72 o SCA, -A OZ Z44 C Y 1'E^-)V0../ o r= 71 w/ Thy ADDI T D.✓,9 -(- c01610 iLO.) Tb /W Aa✓� C®---+ l';'L 457r= 7 s9 -CCC S �-o A-D OUT To 4-4,- cr , FXTcNS o ii / rn r= To 44.n /V) / ) lJi�idc:� WlT 4DDl GO,✓4C` -!nz / co,,jcc /AJ4 M ej-A -1 6c- Pao aLe, . 6 1 AN HOR +4=993RHIOG EASEMEN� TT �j /, __ �_______ -____ z for a good and valuable ronslderatlon, the rewNpt w1wreof fs hereby acknowledged, convey - -- -and warrant ---- 1(, INLAND EMPIRE. RURAL. E.L]ITHIFICATION, INC., a nor n• ton, 11 successors snit assigns. the right to enter upon the land¢ ll of the grantor____, situated lu the County of____ ______________________, State of Washington, { r and described as tot - - "�--- - - - - -- - - - - -- r y = ; ��j c ---------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------------------------- with right of ingress and egress; and to place, construct, repair, maintain, relocate and replace thereon anchors, anchor stubs ! and guy wires necessary or advisable for the construction, operation, replacement, repair and maintenance In and upon any !:' road or highway or lands abutting the lands above described, of an electric transmission m• distribution line or system; and t i i to cut and trim trees and to remove brush and trees Interfering with the placing and maintenance of said anchor, anchor 1 stubs and guy wires, and said electric transmission or distribution line or system. IN WITNESS WHEREOF, The grantor•_, 4__haYl__set___�Z6ccE_ �_____hand_S_and seal_ J__thie___��_____day of + SEAL _____ __ _ __________ ____ ___(SEAT.) � i STATE OF WAS73INGTON County t • V y an •' r i I, the mod si gned, a Notary Public In and for the above named County and State, do hereby certify that on this II ' I 12__daY nf�..( _____ 103 c personally appearoq before me ' _ _ A__, , . = 'll- , ` = = = r /IS t� ----- - - - --- - r •, - -: ;!; "r %;,y _ i ' to me known to he the lndlvldual_�_des Ibed In and who executed tln.1 -1th instrument, and acknowledged that__"he r iiRned 'and • 9e¢ted t118 88m8 as -------- ________________Yree and velnillnl'y nCC and deed, for the uses and plll'pOal'6 "�,.. � i '.: _ .., �'• Oivon''under my hand and official seal the day and year I¢et nh yg wrltken. ,t e _ _ ___ '_ _ _State__ ____ 4y (�� ' i''r '•', ti •' � i N Lary Public c 1 • 1n ¢ [or t le Slate nLWashtngtans, ' ., \; . ', ,, ., ,: ,• -' + reakling at --- �___-- - ---- -- I; 0273 1 n IViINUTES l 1F, 1977 PRELIMINARY SU E OF' TI ir:E PS- 885 -72 - PONDEROSA THIRD ADDITIOIJ: BASCE ZS- 17 -7f - AGRICULTURAL TO SINGLE FA_VVHLY RES Planning Commission Recommendation: Approve an e xtension of time to Tune 1978. (Vote was unanimous.) A. FINDINGS 1. The preliminary plat was given conditional approval to Iviay, 1977 by the Board of County Commissioners, anc! it appears that the applicant has made reasonable progress towards meeting the conditions of approval necessary for filing of the final plat, specifical;y: a. The final plat map has been drafted and submitted to the appro- priate County deoart:sents for review. b. The Departments involves have nearly completed their reviews and the plat should filed within the next several weeks. 2. The applicant has contacted the Planning Department staff, in writing, recuesting.an extension of time be granted in order that he have more time to meet all conditions of approval. B. GENERAL DATA: 1. Location: Section ?2, Township 25 N., Range 44, E. W. it %I. A portion of SE 1/4 of NE 114 of Sect. 32 DAF: Ely of Ponderosa 2nd Add, Nly of Schafer Road and Wly of line DAF: Beg. at pt on Nly r/w line of Schafer Road 240. J9' SWly of intersection of G.W.R. S N. RR VTly r/w and Nly r/w line of Schafer Road; th N 59 "V' a distance of 448.=0`; th 1V cC °11'c =''W a distance of 475' to N line of SE1 /4 of NE 114. 2. Sponsor: 1V1ike Bascetta S. 812 Dishman Rd. Spokane, WA 992,-35 Engineers: Clarence E. Simpson Engineers, Inc. N. S 9 Argonne Rd Spokane, iA 992 ^6 4. Site Size: I' acres 5 , Number of Lots: 2 5. Land use proposed by sponsor: Single family dwellings 7. Existing Zoning: Agricultural, established January 6, 1959 8. Advertise- Zone Upgrading: Single Family Residential 9. Water Source: Washington Water ` 3 o-wer Company - 32 - (Cont' d) r PS- 885 -73 - PONDEROSA 3RD ADr (Cont'd) 1J. School District: Central Valley School District 11. Preliminary plat given conditional approval to February 1, 1974, and extensions of time granted to Ikarch 1, 1575, April 1, 1976 and May 1, 1577. 12. Request an extension of time to June 1, 1578 12. Environmental Impact: A topic of discussion at this hearing may be whether or not this proposal will have a significant adverse environmental impact. -33- —– West 808 Sprague Avenue Spokane, Washington 99201 A Service of (509) TE 8-3685 hij TranxamericaCorporation Transamerica Tale Insurance Ca CORRECTED THIRD CERTIFICATE TO PLAT Order No. 74841 -M Certificate for Filing Proposed Plat of PONDEROSA 3RD ADDITION County Planning Commission Spokane County Court House Spokane, Washington Gentlemen: In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: Beginning at the Northeast corner of the Southeast quarter of the Northeast quarter of Section 32, Township 25 North, Range 44 E. W. 11.; thence South 89 ° 16'27" West along the 1 /16th line a distance of 1295.25 feet to the Northeast corner of PONDEROSA SECOITD ADDITION, as per plat thereof recorded in Volume 8 of Plats, page 43, and the true point of beginning; thence along the Easterly boundary of PONDEROSA SECOITD ADDITION the following five courses and distances: South 30 East a distance of 482.77 feet; thence South 31 East a distance of 92.16 feet;" thence South 36 East a distance of 400.00 feet; thence South 80 East a distance of 146.89 feet;" thence South 67 East a distance of 177.36 feet; thence North 35 East along the Westerly right of way line of Old Schafer Road, a distance of 340.00 feet; thence North 59_ West a distance of 448.32 feet; thence North 30 West ' a distance of 475.57 feet; thence South 89 West a distance of 413.48 feet to the true point of beginning; EXCEPT Schafer Road C.R.P. No. 1147. (continued) RECEIVED . FEB 81977 SPOKANE COUNTY PLANNING DEPARTMENT vY K VESTEES: Page 2 Third Certificate to Plat WEST VALLEY BUILDERS, a Washington corporation EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. General taxes for the year 1977 in the amount of $90.89, including Weed District Tax and Fire Patrol Tax, payable February 15, 1977 (Parcel No. 32541 - 9063). EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Inland Empire Rural Electrification, Inc., a corporation Purpose: Right of ingress and egress; and right to place, construct, repair, maintain, relocate and replace thereon anchors,anchor stubs and guy wires necessary or advisable for the construction, operation, replacement, repair and maintenance in and upon any road or highway or lands abutting the East half of the Southeast quarter of the Northeast quarter of said Section 32, of an electric transmission or distribution line or system, together with right to remove brush and trees Dated: August 30, 1938 Recorded: September 23, 1938 Recording No.: 357145A in Book 479 of Deeds, page 337. Records examined to January 19, 1977, at 8:00 A. M. as CC: cc: hm Tupper, Inc., Realtors Clarence E. Simpson Engineers, Inc. J� West 808 Sprague Avenue Spokane, Washington 99201 emm rswm A Service of (509) TE 8 — �I Transamerica Corporation Transamerica Title Insurance Co SECOND CERTIFICATE TO PLAT Order No. 74841 -M Certificate for Filing Proposed Plat of PONDEROSA 3RD ADDITION County Planning Commission Spokane County Court House Spokane, Washington. Gentlemen: In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of.the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: Beginning at the Northeast corner of the Southeast / _corner of the Northeast quarter of Section 32, Township 25 North, Range 44 E.. W. M.; thence South 89 ° 16'27" West along the 1 /16th line a distance of 295.25 feet to the Northeast corner of PONDEROSA SECOND_ADDITION, as per plat thereof recorded in Volume 8 of Plats, page 43, and . the true point of beg thence along the Easterly boundary of PONDEROSA SECO:dD ADDITION the .following five_courses_ and distances: South 30_ ° 11'30 "_East a distance of 482.77 feet; thence South 31 ° 10'20" East a distance of 9216 feet; thence South 36 °57'30 " -East a distance of 400.00 feet; thence South 8.0 0 03'06" East a distance of 146.89 feet; thence _South 67`5,9_'18" East a distance of 177.36 feet; thence North 35'55'.East along the Westerly right of way lin of old Schafer Road, a distance of 340.00 feet; thence North 59 ° 9_Zb West a distance of 448.31 feet; thence North 30 ° 11'30" West a distance of 475.57 feet; thence South 89 ° 16'27" West a distance of 413_ feet to the true point of beginning; EXCEPT Schafer Road C.R.P. No. 1147. (continued) RIO FEB 2 4 1976 SPOKANE COUNTY PLANNING COMMISSION a Page 2 Order No. 74841 -M Second Certificate VESTEES: I. D. C., INC., a Washington corporation. to Plat EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. General taxes for the year 1976 in the amount of $78.16, including Fire Patrol Tax and Weed District Tax, payable February 15, 1976. (Parcel No. 32541 -9063) 7 ,�A %)) 'e 0 0V Dated: Recorded Document NG TERMS AND CGNDITIONS THEREIN: Inland Empire Rural Elecqrification, Inc., a corporation Right of ingress and egress; and right to place, construct, repair, maintain, relocate and replace thereon anchors, anchor stubs and guy wires necessary or advisable for the construction, operation, replacement, repair and maintenance in and upon any road or highway or lands abutting the East half of the Southeast quarter of the Northeast quarter of said Section 32, of an electric transmission or distribution line or system, together with right to remove brush and trees August 30, 1938 September 23, 1938 No.: 357145A in Book 479 of Deeds, page 337 4. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Gas and Water Mains and lines as well as electric distribution lines consisting of poles, conductors, anchors and necessary appurtenance over, along., across and under the following property The Southeast quarter of the Northeast quarter and the Northeast quarter of the Southeast quarter, except that portion lying Easterly of Shafer Road and Southerly of a line beginning 382.22 feet South of the East quarter corner; thence North 41 °36' West of said road in said Section 32 together with right to remove brush and trees Dated: June 14, 1964 Recorded: July 15, 1964 Document No.: 33162C. 3. EASEMENT, INCLUD] Grantee: Purpose: t o - ao ' 9 F�P` / (continued) s. Page 3 Order No. 74841 -M Second Certificate to Plat 5. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Gas and water mains and lines, electric distribution lines, consisting of poles, conductors, anchors and necessary appurtenances thereto, across portions of said Section 32, together with right to remove brush and trees Dated: April 13, 1966 Recorded: April 15, 1966 Document No.: 194068C 6. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Gas and water mains and lines, electric distribution lines, consisting of poles, conductors, anchors and necessary appurtenances thereto across portions of said Section 32, together with right to remove brush and trees Dated: August 23,. 1966 Recorded: August 25, 1966 Document No. 227704C 7. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Gas and water mains and lines and electric distribution lines across portions of.said Section 32, together with right to remove brush and trees Dated: April 13, 1966 Recorded: June 16, 1971 Document No.: 556050C Records examined to February 23, 1976, at 8:00 A. M. TRANSAMERICA TITLE INSURANCE CO. By: � u pp ' () \i Phyllis B. Vaughan CC: CC: Tupper Inc.,,Realtors Clarence E. Simpson Engineers, Inc. hm M yc s hy , FEB 18 19 Pioneer National Title Insurance Company SPOKANE COUNTY PLANNING Ms AVENUE • SPOKANE. WASHINGTON 99204 - TELEPHONE (509) 838-S28 i REPORT FOR PLAT CERTIFICATE PROPOSED PLAT OF: PONDEROSA THIRD ADDITION REFER TO: C- 105115 TUPPER, INC. CC: COUNTY PLANNING COMMISSION EAST 9803 SPRAGUE AVENUE CC: CHARLES E. SIMPSON, ENGINEER SPOKANE, WASHINGTON 99206 THIS IS A REPORT FOR PLAT CERTIFICATE AS OF FEBRUARY 13, 1975 AT 8 :00 A.M., COVERING THE FOLLOWING PROPERTY: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST / CORNER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 25 NORTH, RANGE 44 EAST, W..M._,-J,HENCE SOUTH 89 °16'27" WEST ALONG THE 1/16 LINE A DISTANCE OF 9 .Z5 ,)FEET TO THE NOFTHEAST CORNER OF PONDEROSA SECOND-ADDITION, RECORDED IN VOLUME 8 OF PLATS, PAGE 43, IN SPOKANE COUNTY, WASHINGTON AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE EASTERLY BOUNDARY OF PONDEROSA SECOND ADDITION THE FOLLOWING FIVE COURSES AND DISTANCES SOUTH 30 0 11'30" EAST A DISTANCE OF 482.77 FEET; THENCE SOUTH 31 0 10'20" EAST A DISTANCE OF 92.16 FEET; THENCE SOUTH 36 0 57 1 30" EAST A DISTANCE OF 400 FEET; THENCE SOUTH 8003'06" EAST A DISTANCE OF 146.89 FEET; THENCE SOUTH 67 0 59'18" EAST A DISTANCE OF 177.36 FEET; THENCE NORTH 35 "55' EAST .ALONG, - THE - WESTERLY RIGHT OF WAY LINE. OF-OLD, SCHAFER ROAD - A DISTANCE OF 340 FEET; THENCE NORTH 59 0 37'38" WEST A DISTANCE OF 448.81 FEET; THENCE NORTH 30 0 11'30" WEST A DISTANCE OF 475 FEET; THENCE SOUTH 89 0 16'27" WEST A DISTANCE OF 413.48 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT SHAFER ROAD C.R.P. NO. 1147. RECORD TITLE IS VESTED IN HENRY LLOYD PHILLIPS, AS HIS SEPARATE ESTATE. SUBJECT TO: 1, MORTGAGE TO STATED AND RECORDS OF AMOUNT DATED RECORDED AUDITOR'S N SECURE AN INDEBTEDNESS OF THE AMOUNT HEREIN ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF SPOKANE COUNTY, WASHINGTON. : $40,000.00 : MAY 31, 1966 : JUNE 2, 1966 0. : 205988C CONTINUED z 115 CERTIFICATE MORTGAGOR. HENRY LLOYD PHILLIPS AND JEANNE E. PHILLIPS, HIS WIFE, AND ELIZABETH ANN PHILLIPS, A WIDOW MORTGAGEE : OLD BANK -OF WASHINGTON, A NATIONAL BANKING ASSOCIATION AFFECTS SAID PREMISES AND OTHER PROPERTY 2. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR AN EXCLUSIVE EASEMENT AND RIGHT TO SERVE, ERECT, CONSTRUCT, RECONSTRUCT, RELOCATE AND MAINTAIN GAS AND WATER MAINS AND LINES AS WELL AS ELECTRIC DISTRIBUTION LINES; TOGETHER WITH THE RIGHT TO INSPECT SAID LINES AND TO REMOVE BRUSH AND TREES THAT MAY INTERFERE WITH THE CONSTRUCTION, RECONSTRUCTION, RELOCATION, MAIN- TENANCE OR OPERATION OF THE SAME. PROVIDED HOWEVER THAT IN THE CONSTRUCTION,. RECONSTRUCTION, LOCATION, RELOCATION AND MAINTENANCE OF THE GAS AND WATER MAINS AND LINES AS WELL AS ELECTRIC DISTRIBUTION LINES AND NECESSARY APPURTENANCES, THE GRANTEE SHALL NOT CUT, REMOVE OR DISTURB ANY TREES OR NATURAL FOLIAGE UNLESS NECESSARY AND SHALL TAKE INTO CONSIDERATION THE FUTURE SUBDIVISION AND DEVELOPMENT OF THE AREA IN FAVOR OF : THE WASHINGTON WATER POWER COMPANY, A CORPORATION RECORDED : AUGUST 25, 1966 AUDITOR'S NO. : 227704C AFFECTS : OVER THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTH - EAST QUARTER, EXCEPT THAT PORTION LYING EASTERLY OF- SCHAFER_ROAD AND..SOUTHERLY OF A LINE,BEGINNING 382.22 FEET SOUTH OF THE EAST QUARTER CORNER; THENCE NORTH 41 0 36' WEST OF SAID ROAD, IN SECTION 32, TOWNSHIP 25 NORTH, RANGE 44 EAST,,W.M. NOTES: 1, GENERAL, FIRE AND WEED TAXES FOR 1975, IN THE SUMS OF $78.09, $1,20 AND $ . 33, WHICH CANNOT BE PAID UNTIL FEBRUARY 15, 1 975. (ASSESSOR'S PARCEL NO. 32541 -9063) CONTINUED 3 11 5 CERTIFICATE THIS REPORT SHALL HAVE NO FORCE OR EFFECT EXCEPT AS A BASIS FOR THE CERTIFICATE APPLIED FOR. -; § PIONEER NATIORA L TITLE INSURANCE COMPANY SPOK E COUNTY OFFICE j AUTHORIZED SIGNATORY NO CHARGE ... RC P /MM ' 2%-5 Not Ra T-e:�f- j we e o 1 - 4 The Company has not surveyed the premises sketched. e 1 Inch to Do The sketch he!o'a is furnished without charge solely for the purpose Feet of.assis!ing in locating said -- - premises and Company assumes no y liability for inaccuracies therein. It does not purport to show ALL k highways, roads and easements adjoining or affectin said (/fElRG000 fJ g premiers 32 No A n 32. Ave. - , Z � Rd ' 3 ti nvgv. kA a '0 t L :a. OROA w �c ro ESTA7 j a 7, �. o z 1 . PONDERJS�i SECO ' C � A 1 10[ \ t .F ' No�; 3" NE" H OL. MC� Sud - VA ED PRELIMINARY SUBDIVISION, EXTENSION OF TIME PS- 885 -73 - PONDEROSA THIRD ADDITION ZS -17 -73 - AGRICULTURAL TC SINGLE FAMILY RESIDENTIAL - TUPPER REALTY Planning Commission Recommendation: That an extension of time be granted to May 1, 1977, subject to the conditions of approval attached to the preliminary plat of record and with the amendment to condition number 11 attached to the preliminary plat of record to read as follows: "That profiles of streets, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. The County Engineer will require the design of drainage improvements for the entire plat be made by a registered civil engineer and the plan shall be designed so as to not increase drainage problems further up or down stream along Plouf Creek and to prevent the construction of building sites in a possible flood area. A. GENERAL DATA: 1, Location: Section 32, Township 25N., Range 44, E.W.M. P. portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition; Nly of Schafer Road, and W ly of the line described as follows: Beginning at a point on the Nly r/W line of Schafer R =od, 240.09 feet SV:Iiy of the intersection of the O.W.R. & N. Railroad right of way and the Nty right of way line of.Schdfer Road; thence N 59'36'42 "V; a distance of 448.48 feet; thence N 30 11'30"1 a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. 2. Sponsor: Tupper Realty, Inc. East 9803 Sprague Avenue Spokane, V.A 99206 3. Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road Spokane, WA 99206 4. Site Size: 10 acres 5. Number of lots: 20 6. Lend use proposed by sponso :: Single family dwellings 7, Existing Toning: Agricultu :al, established January 6, 1959 8. Advertised Zone Upgrading: Singte Family Residential (R -1) 9. Water Source: Washinc con Water Power Company (C ont' d) - 32 - EXTENSION OF TIME (Cont'd) PS- 885 -73 - PONDEROSA. THIRD A.LDITION ZS -17 -73 - AGRICULTURAL TO SINGLE FAMILY RESIDrNTIAL - TUPPER REALTY 10. School District: Central Valley School District 11. Preliminary plat given conditional approval to February 1, 1974, extended to March 1, 1975 and to April 1, 1976. 12. Request an extention to May 1, 1977 - 33 - STAFF RECOMMENDATIONS PRELIMINARY SUBDIVISION, EXTENSION OF TIME PS- 885 -73 - PONDEROSA THIRD ADDITION ZS• -17 -73 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL - TUPPER REALTY Planning Commission Recommendation: That an extension of time be granted to May 1, 1977, subject to the conditions of approval attached to the preliminary plat of record and with the amendment to condition number 11 attached to the preliminary plat of record to read as follows: "That profiles of streets, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. The County Engineer will require the design of drainage Improvements for the entire plat be made by a registered civil engineer and the plan shall be designed so as to not increase drainage problems, further up or down stream along Plouf Creek and to prevent the construction of building sites in a possible flood area. A. GENERAL DATA: 1. Location: Section 32, Township 25N., Range 44, E.W.M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition; Nly of Schafer Road, and W ly of the line described as follows: Beginning at a point on the Nly r/W line of Schafer R_od, 240.09 feet Sally of the intersection of the O.W.R. & N. Railroad right of way and the Nly right of way line'of.Schafer Road; thence N 59 °36'42 "W a distance of 448.48 feet; thence N 30° 11'30 "th a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. 2. Sponsor: Tupper Realty, Inc. East 9803 Sprague Avenue Spokane, IVA 99206 3. Engineers: Clarence E. Simpson Engineers, Inc. Nor:h 909 Argonne Road Spokane, WA 99206 4. Site Size: 10 acres 5. Number of lots: 20 6. Land use proposed by sponsor: Single family dwellings 7. Existing Zoning: Agricultural, established January 6, 1959 8. Advertised Zone Upgrading: E irgle Family Residential (R -1) 9. Water Source: Waslur,1ton Water Power Company (Cons' d) - 32- EXTENSION OF TIME I (Cont'd) PS- 885 -73 - PONDERCSA THIRD ADDITION ZS -17 -73 - AGRICULTURAL TO SINGLE FAMILY RESILENTIAL - TUPPER REALTY 10. School District: Central Valley School District 11. Preliminary plat given conditional approval to February 1, 1974, extended to March 1, 1975 and to April 1, 1976. 12. Request an extention to May 1, 1977 - 33 - r AGENDA, MARCH 14 1975 SPOKANE COUNTY PLANNING COMMISSION I TELEPHONE NO.: 456 -2274 Time: Friday, March 14, 1975, 9:30 A.M. Place: Conference Room A, Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION, EXTENSION OF TIME 2. PS- 885 -73, Ponderosa 3rd Addition ZS- 17 -73, Agricultural to Single Family Residential (R -1) a. b. c. d. e. f. g• h. i. J- k. 1 Location: Section 32, Township 25 N., Range 44, E.W.M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition, Nly of Schafer Road, and Wly of a line described as follows: Beginning at a point on the Nly R/W line of Schafer Road, 240.09 feet Sally of the intersection of the O.W.R. & N. RR Wly right of way and the Nly right of way line of Schafer Road; thence N 59 W a distance of 448.48 feet; thence N 30011'30 "W, a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. Sponsor: Tupper Realty, Inc. East 9803 Sprague Avenue, Spokane, Washington 99206 Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road, Spokane, Washington 99206 Site Size: 10 acres Number of Lots: 20 Land use proposed by sponsor: Single family dwellings Existing Zoning: Agricultural, established January 6, 1959 Advertised Zone upgrading: Single Family Residential (R -1) Water Source: Washington Water Power Company School District: Central Valley School District Preliminary plat given conditional approval to February—l-,-1.974 and an extension of time granted to March 1, 197_4. The sponsor requests an extension of time to April 1, 1976. t ^ i...i�.; E.. Q• P ��tr �. \,.,. �E:I =1000 ' C 4 Tn Cr iv;INUTES IV,kRCF. 14, 1975 PRELIMINARY SUBDIVISION EXTENSION OF TIME PS- 885 -75 - PONDEROSA 3RD ADDITION: TUPPER REALTY, INC. ZS- 17 -73 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) Planning Commission Recommendation: That an extension of time be granted to April 1, 1976 subiect to the conditions of approval attached to the preliminary plat and with the additional condition that the sponsor work with the owner of the property to the east and the County Engineers to acquire right of way and complete the access from the northeast corner of the plat to the Schaffer Road (Vote was unanimous.) GENERAL DATA: 1. Lbcation: Section 32, Township 25 N., Range 44, E.W.M. A portion of the SE 1/4 of NE 1/4 of Section 32 described as follows: Ely on Ponderosa 2nd Addition, Nly of Schafer Road, and Wly of a line described as follows: Beginning at a point on the Nly r/w line of Schafer Road, 240.09' SWly of the inter- section of the O.W. R. & N. RR r/w and the Nly right of way line of Schafer Road; thence N59 "M'' a distance of 448.48'; thence N 30 "W, a distance of 475' to the N line of the SE 1/4 of 14E 1/4. 2. Sponsor: Tupper Realty, Inc. East 9803 Sprague Avenue Spokane, NIA 99206 3. Engineers: Clarence: E. Simpson Engineers, Inc. N. 909 Argonne Road Spokane, WA 99206 4. Site Size: 10 acres 5. Number of Lots: 20 6. Land use proposed by sponsor: Single family dwellings 7. Existing Zoning: Agricultural, established January 6, 1959 8. Advertised Zone upgrading: Single Family Residential (R -1) 9. Water Source: Washington Water Power Company 10. School District: Central Valley School District 11. Preliminary plat given conditional approval to February 1, 1974 and an extension of time granted to March 1, 1975. 12. The sponsor requests an extension of time to April 1, 1976 -7- MINUTES FEBRUARY 8, 1974 PRELIMINARY SUBDIVISION, EXTENSION OF TIi ✓iE PS- 885 -73 - PONDEROSA 3RD ADDITION: TUPPER ZS- 17 -73 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL Planning Commission Recommendation: That an extension of time be granted to March 1 1975 subject to the conditions of approval of the preliminary plat of record GENERAL DATA: 1. Location: Section 32, Township 25 N., Range 44, E.'vV. M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition Nly of Schafer Road, and vJly of a line described as follows: Beginning at a point on the Nly r/w line of Schafer Road, 2a0.0�' S +Vly of the inter- section of the 0. W. R. &N. F:R vAy r/w and the Nly r/w line of Schafer Road; thence N 59 " +•V a distance of 4 thence N 30 "W, a distance of 475' to the N line of the SE 1/4 of the NE 1/4. 2. Sponsor: Tupper Realtors, Inc. East 9803 Sprague Avenue 1 pokane, irA 3. Engineers: Clarence E. aimpson Engineers' N. 909 Argonne Road Spokane, NA 4. Site Size: 10 acres 5. Number of Lots: 20 6. Land use proposed by sponsor: Single Family Dwellings 7. Existing zoning: Agricultural, established January 6, 1959 8. Advertised zone upgrading: Single Family Residential (P-1) 9. Water Source: 'Washington Nater Power Company 10. School District: Central Valley School District 11. Preliminary plat given conditional approval to February 1, 1974 12. Request an extension of time to March 1, iS75 -5- AGENDA, FEBRUARY 8, 1974 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO 456 -2274 Friday, February 8, 1974, 9:00 A.M. Conference Room A, Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION, EXTENSION OF TIME 3. PS- 885 -73, Ponderosa 3rd Addition ZS- 17 -73, Agricultural to Single Family Residential a. Location: Section 32, Township 25 N., Range 44, E.W.M. A portion of the SE 1/4 of the NE 1/4 of Section 32 described as follows: Ely of Ponderosa 2nd Addition, Nly of Schafer Road, and Wly of a line described as follows: Beginning at a point on the Nly R/W line of Schafer Road, 240.09 feet SWly of the intersection of the O.W.R. & N. RR Wly R/W and the Nly R/W line of Schafer Road; thence N 59 "W a distance of 448.48 feet; thence N 30011'30 "W, a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. b. Sponsor: Tupper Realtors, Inc. East 9803 Sprague Avenue Spokane, Washington C. Engineers: Clarence E. Simpson Engineers North 909 Argonne Road, Spokane, Washington d. Site Size: 10 acres e. Number of Lots: 20 f. Land Use Proposed by Sponsor: Single family dwellings - g. Existing Zoning: Agricultural, established January 6, 1959 h. Advertised Zone Upgrading: Single Family Residential (R -1) i. Water Source: Washington Water Power Company j. School District: Central Valley School District k. Preliminary Plat given conditional approval to February 1, 1974 1. Request an extension of time to March 1, 1975 RoKTH SC AL6 ; � SO OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Data Inter- ck;r�� ion To From AGENDA, JANUARY 12, 1973 SPOKANE COUNTY PLANNING COMMISSION Time: Place TELEPHONE NO.: 456 -2274 Friday, January 12, 1973, 9:00 A.M. Conference Room A, Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 16. PS- 885 -72, Ponderosa 3rd Addition ZS— 17 -73, Agricultural to Single Family Residential a. Location: Section 32,Township 25 N.,Range 44,E.W.M. P of of more particularly described as follows: Ely of Pcnderosa 2nd Addition, Nly Section 32 of Schafer Road, and Wly of a line described as follows: Beginnind at a point on the Nly R/W line of Schafer Road 240.09 feet SWly of the intersection of the OWR &N Co. RR Wly R/W and the Nly R/W line of Schafer Road, thence N59 1 36'42 "W, a distance of 448.48 feet, thence N30 1 11`30 "W, a distance of 475 feet to the North line of the SE 1/4 of the NE 1/4. 11 c . d. e. f. 9. h. i. J• Sponsor: Lemley & Tupper Realty East 9803 Sprague Avenue Engineers: Spokane, Washington Clarence E. Simpson Engineers North 909 Argonne Road Site Size: Spokane, Washington 10 Acres Number of Lots: 20 Land Use Proposed by Sponsor: Single Family Dwellings Existing Zoning: Advertised Zone Upgrading: Agricultural, established January 6; 1959 Single Family Residential Water Source: Washington Water Power.Cor,ipany School District: Central Valley School District u 33RD I p¢TN - 16 - I MINUTES January 12, 1973 PRELIMINARY SUBDIVISION LND ZONE CL:,SSIFICATION UPGRADING PS- 885 -73 - PONDEROSA 3RD IQDITION: LEMLEY & TUPPER ZS- 17 -73 - AGRICULTUW'L TO SINGLE FAMILY RESIDENTIL',L Planning Commission Recommendation: , approve, subject to the following conditions A. Conditions 1. That the plat be designed as indicated on the preliminary plat of record an /or attached sheets as noted to provide additional access to the Schafer Road from the property to the northwest and to indicate the expected development for property between this plat and the Dishman -Mica Highway. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a reple.t. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ands or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 5. That appropriate street names be indicated. 6. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and the fire protection district. The water supplier will certify that appropriate contractual arrangements have been mad.; with the plat sponsor for con- struction of the water system prior to filing of the final plat. -34- (cont'd) PS- 335 -73 - PONDEROSA 3RD ADDITION (cont'd) �. That a certificate of title be furnished the Planning Commission prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to February 1, 1974. 10. That streets be improved to standards established by Spokane County, or a bond to cover the cost of such improvements be furnished the County Engineer in the amount as determined by the County Engineer. 11. That profiles of streets, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer before the final plat is drawn. The County Engineer may require that design of drainage improvements for the entire plat be made by a registered civil engineer. 12. Conditional approval of the plat is given subject to dedication of the right of way to the public and approval of the road system in the plat by the County Engineer. 13. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor. 14. That percolation and /or soil classification tests be submitted as required by the County Health Officer. Subdivider is not authorized to have the final plat drawn until the County Health Officer certifies in writing that lot sizes, soil porosity and topography are such as to reasonably expect on -site sewage systems to be workable and not injurious to water strata used for potable water wells or springs. 15. That a program for development of a public water system, adequate for domestic water use and providing for service connections to each lot, be approved by County and State Health authorities prior to filing a final plat. That plat dedication will contain a statement to the affect that the subdivider will provide for the installation of a public water system as approved by County and State Health authorities prior to sale of lots. (cont'd) -35- PS- 885 -73 - PONDEROSA 3RD ADDITION (cont'd) ZONING RECOMMENDATION: Planning Commission Recommendation: Approve Ponderosa 3rd Addition as in dicated on the preliminary plat of record to the Single Family Residential (P -1) upon filing of the final plat B. Reasons: 1. Ponderosa 3rd Addition incorporates suburban lots which have been designed to accommodate single family residences; i.e., all of the lots would have at least 80' of frontage and 125' of depth. 2. The Planning Commission has been routinely upgrading similar residential plats in the Vera and Opportunity communities to the Single Family Residential Zone. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, mobile homes and home occupations. C. General Data: 1. Location: Section 32, Township 25 N., Range 44, E. W. M. A portion of the SE 1/11 of the NE 1/ of Section 32 more particularly described as follows: Ely of Ponderosa 3nd Additon, Nly of Schafer Road, and Wly of a line described as follows: Beginning at a point on the Nly R/W line of Schafer Road 240.09 feet Sally of the intersection of the OVJR &N Co. RR Wly R/W and the Nly R/W line of Schafer Road, thence N59 "W, a distance of 4118. 4 foot, thence N30411'30 "W, a distance of 05 feet to the North lint; of the SE 1/4 of the NE 1/4. 2. Sponsor: Lemley & Tupper Realty East 9803 Sprague Avenue Spokane, Washington 3. Engineers: Clarence E. Simpson North 909 Argonne Road Spokane, Washington 1. Site Size: 10 acres 5. Number of Lots: 20 6. Land Use Proposed by Sponsor: Single Family Dwellings 7. Existing Zoning: Agricultural, established January 5, 1959 8. Advertised Zone Upgrading: Single Ftsmily Residential 9. Water Source: Washington Water Power 10. 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Ro r' d� 2 IF 14 30 11 3OW 34 8.'310. 301.061 - 31 175 2 7 M 61 23 27E 45.000 21.547 194.088 39.506 90.000 2 7 S 13 37 17W 45.000 5.511 •3.734 40.175 10 -CURVE: DELTA = 47 46 10 RADIUS = 45.000 LENGTH = 37.518 TANGENT = 1 2 7 S 13 37 17W 20.000 45.000 LENGTH 19.437 TANGENT 4 2 7 M 59 48 30E 20.000 10.058 6 --------- 17.287 liq +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8 2 7 5 30 11 30E 48.100 AREA = 41.575 24.189 0.69 AC 2 7 s 59 48 30W 156.000 16 716 78.452 455.260 134 2 10 N 89 16 27E 93.480 --------- --------- 93.472 13' 2 10 S 30 11 30E 150.570 --------- 193 183.198 200.430 200 2 10 S 60 0 59W 134.000 AREA = 14707. SQ FT ( 0.34 AC 2 IF 14 30 11 3OW 34 8.'310. 301.061 - 31 175 2 8 S 56 33 49E 352.240 10.058 194.088 292.944 90.000 2 8 S 63 13 24E 45.000 5.511 20.273 40.175 3 2 8 S 61 23 2714 45.000 20.2 21.547 TANGENT = 39 -CURVE: DELTA N 55 23 9 RADIUS = 45.000 LENGTH = 43.500 TANGENT = 23 2 8 S 61 23 27W 136.060 194.088 --------- 6 --------- 48 liq -CURVE: DELTA = 45 58 44 RADIUS = --------- --------- 301.061 301.059 334.118 334 2 11 I N 60 0 59E 134.000 AREA = 29623. SO FT ( 0.69 AC 2 9 N 89 16 27E 320.000 4.054 - 31 22 2 9 S 5 50 57E 174.470 10.058 173.562 17.780 90.000 2 19 S 4 37 50W 45.000 5.511 44.853 77.446 13 --------- 3 2 9 N 63 13 24W 45.000 20.2 = 16.122 TANGENT = 4C -CURVE: DELTA N 67 51 14 RADIUS = 45.000 LENGTH = 53.292 TANGENT = 3C 2 9 N 56 33 49W 352.2•0 194.088 --------- --------- 48 292 -CURVE: DELTA = 45 58 44 RADIUS = 218.415 218.415 3317.755 337 2 11 I N 60 0 59E 134.000 AREA = 35406. SO FT 0.81 AC 2 11 S 3C 11 30E 90.000 16 716 77.7 455.260 2 2 10 N 89 16 27E 93.480 1.184 77.446 93.472 13' 2 10 S 30 11 30E 150.570 = 32.768 13C.445 75.721 2 2 10 S 60 0 59W 134.000 --------- --------- 155.24C 66.967 217.592 21 15 10 S 60 0 59W 4- 5-000 AREA = 22.,489 SQ FT t 0.31 3E 2 10 N 4 37 50E 45.000 44.953 18.865 3.633 +CURVE: -CURVE DELTP, = 55 23 9 RADIUS = 45.000 LENGTH = 43.500 TANGENT = 2': 15 10 N 5 50 57W 174.470 173.562 15.223 1 2 15 N' 44 7 24E 628.410 1 -51.100 --------- --------- 219.599 21q.601 --------- 172.926 172 15 S 51 56 44W 628.41C AREA = 21999. SQ FT 0.51 Al 2 11 N 10 11 30W 43.750 37.815 2 12 N 22 2 11 N 519 48 30E 20.000 10.058 'll 17.287 90.000 2 11 N 74 0 17W 2C.000 5.511 2 77.446 13 --------- S +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = f 2 11 N 74 0 17W 45. 000 12.400 N AREA = 4 2 11 Ml 60 0 59E 45.000 22.489 59 48 3 0 W -CURVE: DELTA = 45 58 44 RADIUS = 4 LENGTH = 36.112 TANGENT = I( 2 11 I N 60 0 59E 134.000 66.967 4R5.852 116.C67 74 2 11 S 3C 11 30E 90.000 16 716 77.7 455.260 2 2 11 S 59 48 3011) 154.000 19.987 77.446 TANGENT 13' DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 TANGENT = --------- 2 15 N 87 5 OW 9.590 0.343 --------- --------- 155.24C 155.237 217.592 21 15 N 2 • OE 105.010 104.943 AREA = 13368. SQ FT t 0.31 A( 2 12 N 30 11 30W 9c.c00 77.791 4! 2 12 N 59 48 30E 154.000 77.446 133.110 2 12 S 30 'll 30E 90.000 N 77.791 45.2 0 2 12 5 59 48 BCW 154.000 2 77.446 13 --------- S 30 11 30E 90.000 36 43 --------- --------- I 2 13 S 59 48 3OW 155.237 --------- 77.446 --------- 13' 2 1 '4 N AREA = 13860. SO FT 0.32 A( 2 14 N 30 11 30W 24.350 21.047 79.991 148.310 2 13 N 10 11 30 90.000 - 7 - 7 - . - 791 22.477 79991 2 13 N 59 48 30E 154.000 77.4-4t 17.754 133•110 2 13 S 30 11 30E 90.000 36 43 77.791 45.260 2 13 S 59 48 3OW 154.000 --------- 77.446 --------- 13' 2 1 '4 N 51 56 44E 6 2 B . 41 C --------- 155.237 155.237 178.370 171 2 . 14 S 59 48 3 0 W 628.410 AREA = 13660. SO FT ( 0.32 Al 2 14 N 30 11 30W 24.350 21.047 79.991 148.310 2 14 N 59 48 30E 154.000 1 22.477 79991 2 14 S 30 11 30E 20.540 1 ow 17.754 IC:329 2 14 S 59 39 46E 75.840 36 43 38.306 61 2 14 S 52 0 2914 - - 920 18-6. 9 113.7 14 2 1 '4 N 51 56 44E 6 2 B . 41 C 387.358 51 494-.826 2 . 14 S 59 48 3 0 W 628.410 N 16. 024 5.4 T C 0FqVE� 686.250 ---- 25.622 E85,.503 b I z 3 ki IAN DELTA = 5 19 38 RADIUS = 686.250 LENGTH 485.851 4R5.852 702.720 70 74 15 S 88 10 33W 20.000 AREA 16 716 5 2 15 N 52 30 29E 186.920 113.769 79.991 148.310 2 .2 15 N 87 27 43E 507.460 22.477 79991 506.962 5 3 15 S. 32, 51 1 ow 507.460 93.707 63.162 3.533 50 -CURVF DELTA = 4 36 43 RADIUS 507.460 Lr. 40.8,47 IT TANGEN 2 2 15 S 7 9 0E 94.440 RADIUS = 93.706 11.755 TANGENT 2 15 S 82 51 OW 686.250 48.680 85.416 C.46C 68 2 15 N 88 10 38rE' 686.250 21.828 25.622 E85,.503 TANGENT + C U RV E.: DELTA = 5 19 38 RADIUS = 686.250 LENGTH = 63.806 TANGENT = 3 74 15 S 88 10 33W 20.000 RADIUS = 0.636 = 115.003 1 2 15 S 2 3 OW 20.000 94..440 19.987 = 75.976 TANGENT +CURVE: DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 TANGENT = 2 2 15 N 87 5 OW 9.590 0.343 113.38-5 --------- 40.756 257.997 2 15 N 2 • OE 105.010 104.943 477.460 LENGTH 3.756 TANGENT 2 115 S 44 7 24W 105.010 37.350 75.381 18.865 7 +CURVE: DELTA = 42 4 24 RADIUS = 105.010 LENGTH = 77.111 TANGENT = 4 2 15 N 45 52 36W 16.080 11.195 20.000 LENGTH --------- --------- 15.223 1 2 15 N' 44 7 24E 628.410 1 -51.100 3620753, 4 2 1002.692 2 15 S 51 56 44W 628.41C 397.358 --------- 422.35? -49 +CURVE: DELTA, = 7 49 20 RADIUS = 628.410 LENGTH = 85.793 TANGENT = 4 --------- --------- ---- 725.650 725.646 179-4.189 179 AREA 21201, SO FT 0.49 A 3 CL N 54 5 OW 30.000 .17.598 79.991 FT ( 2 3 CL N 54 5 OW I04.650 61.38 79991 63,.877 5 3 CL S 35 55 OW 73.770 93.707 59.744 3.533 SQ I CL N 2 3 OE 73.770 73.723 = 58.381 2.639 = 3 -CURVE: DELTA N 33 52 0 RADIUS = 73.770 LENGTH 43.604 TANGENT 2 3 CL N 37 57 OW 48.680 1.741 C.46C TANGENT = 4 3 CL N 87 57 OW 716.250 25.622 = 30.241 TANGENT 71 3 CL N 82 51 OE 716.250 89.1510 17.148 710.680 74 -CURVE: DELTA = 9 12 0 RADIUS = 716.250 LENGTF, = 115.003 TANGENT = 5 3 CL N 7 9 OW 94..440 93.706 = 75.976 TANGENT 1 3 CL M 82 51 CE 477.460 59.428 154.429 473.747 1 sk CL S 35 6 12W 477.460 113.38-5 --------- 40.756 257.997 41 +CURVE: DELTA = 2 15 12 RADIUS = 477.460 LENGTH = 18.778 TANGENT = 3 CL S 59 39 46P 37.350 11.732 18.865 1 3 C S 59 39 46E 298.930 1*7432. 150.986 257.997 1 3 CL S 59 39 46E 30.140 20.000 LENGTH --------- --------- 15.223 26.013 = 2 3 CL S 35 55 OW 168.890 3620753, 136.779 1002.692 . 9 ---- ---- --------- 422.356 --------- 422.35? 1503.311 ---- 150 . ARFA = 48706. SO FT 1 1.12 A 3 SL N 54 5 OW - A f, 4 - 656 79.991 FT ( 6 3 SL S 35 55 OW 98.770 113. 79991 63,.877 5 3 SL N 2 3 OE 98.770 93.707 60.6 3.533 SQ -CURVE: DELTA = 33 52 0 RADIUS = 98.770 . LENGTH = 58.381 TANGENT = 3 3 SL N 2 3 OE 20.000 19987 0.460 0.715 1 3 SL S 38 41 OW 20.000 20.000 LENGTH C.46C TANGENT = 1 :+CURVE: DELTA = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = 1 3 SL S 83 41 OW 746.250 --------- --------- 174.774 17.148 167.445 74 3 SL N 82 51 CE 746.250 92.884 15097. 740.447 1 -CURVE: DELTA = 5 50 0 RADIUS = 746.250 LENGTH = 75.976 TANGENT = 3 3 SL N 7 9 OW 90.490 89.786 154.429 1 3 SL S "59 39 46E 298.930 113.38-5 --------- 150.986 257.997 3 SL S 3 55 OW 120.960 97.9b2 7 3 SL M 54 5 OW 2C.000 11.732 899.124 1 3 S S 3 55 __U_lW20. AREA = 1*7432. 16.197 1 1 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH --------- --------- = 31.416 TANGENT --------- = 2 3620753, 362.744 1002.692 loc AREA 32580. SQ FT 0.75 A 3 1 N 54 5 OW .84.650 49.656 79.991 FT ( 0.41. 3 1 N 29 23 43E 130.140 113. 0. 63,.877 FT 3 1 S 59 39 4 6 E 120.000 98.770 LENGTH 60.6 103. 568 SQ 3 1 S 35 55 ow 120.960 19.987 97.962 0.715 3 1 N 54 5 OW 20.000 11.732 0.460 1 3 1 S 35 55 OW 20.000 20.000 LENGTH 16,197 TANGENT = I +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT 7 3 2 N 82 51 OE 746.250 --------- --------- 174.774 --------- 17A.770 167.445 1 f -CURVE: DELTA = 5 50 0 RADIUS = 746.250 LENGTH AREA = 15097. SO FT ( 0.35 1 3 2 S 3 5 55 OW 98.770 79.991 FT ( 0.41. 3 2 N 2 3 OE 98.770 98.707 0. 1.533 FT -CURVE: DELTA = 33 52 0 RADIUS = 98.770 LENGTH = 58.381 TANGENT = SQ 3 2 N 2 3 OE 20.000 19.987 0.715 3 2 S 88 41 OW 20.000 0.460 1 +CURVE: DELTA = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = I 3 2 5 88 41 OW 746.250 17.148 7 3 2 N 82 51 OE 746.250 92.884 740.447 -CURVE: DELTA = 5 50 0 RADIUS = 746.250 LENGTH = 75.976 TANGENT = 3 2 N 7 9 OW 90.490 89.736 3 2 S 59 319 46E 178.930 90.375 154.429 3 2 S 29 23 43W 130.140 --------- 113.38-5 --------- 301.364 301.359 899.124 AREA = 1*7432. SQ -FT 0.40 1 SEA STATISTICS FOR: PONDEROSA 3RD ADD /77 CF LOTS: 18 AREA = 32580. SO FT ( 0.75 ACRES) ACCUM AREA = 3.2579. Std FT ( 0.75 ACRES) DIFFERENCE = 0. SO FT AREA = 17307. SQ FT ( 0.41. ACRES) ACCUM AREA = 17807. SQ FT ( 0.41 ACRES) _2 0IFFERENCE = 0. 50 FT 2 AREA = 268504. SO FT ( 6.16)ACRES) ACCUM AREA = 268504. SQ FT ( 6.16 ACRES) DIFFERENCE = 1. SO FT CF LOTS: 18 AREA = 32580. SO FT ( 0.75 ACRES) ACCUM AREA = 3.2579. Std FT ( 0.75 ACRES) DIFFERENCE = 0. SO FT DENSITY: 2 LOTS/ACRE DENSITY: 2 LOTS/ACRE EST LOT.* 35406. SO FT EST LOT: 13368. SO FT AGE LOT: 17716. SO FT CF LOTS: 18 ° 0'. FC UNC 1/2 PIF.� / / , S89. 27 W 413.48 DEDICATION \ 6'. M ------------ - - - - -- 320.00 c o r p oration organized under the laws of the State t . lots blocks and streets the land shown hereon as 11 PONDEROSA 3RD \ \ ` o \,�� KNOW ALL MEN BY THESE PRESENTS, that Wei t Valley ley Build Builders, Inc., ., P of Washington have caused to be platted into - "� �, /�vCO ADDITION and described as follows: ti ,. �,� N, R•q� �,�:i.; 7 � er of the southe corner of the �rthast li4 ®f sec. .y _ , \ Beginning at the northeost corn th i�.cst corl�er of Panderasa ,- south 89 ° 16 27 west along the 1/16 line a distance of 2County, to the hinton and the true point of � then Spokane - \ Second Addition, recorded in volUrne 8 of plats, p Pond� osa Second Additon the followl:ng flue course: land \:� N sso ence south 31 °iO'20` a distance of 92. IC` 3 a• �g' ` beginnig • thence along the e�;steriy bounder, cf • South 30 °II' 30 "'East a distance of 482.77 feet ; t h Ge south 80 ® 03' 06" -east a distance of distan �.�� . S feet; thence south 35 °5? 30 u � east a distance of 400.00 - feet ; then - 67 "59 "� distance of I7 ?.36`'fei�t;: thence n o r th n"�5� 9 46 l west t a P �P 146.89 �f�et; thence south �, west right of A,vby line of old Schafer Road a distance of 34G.00f'�eT; therlc thence south 89 °1627 west west � y - west a distance of 47..57 ;ee -, �► ` 448.32fee't ; thence north 3 1 130 Schafer Road C.R.P. flo._1147. o \ N63 dista of except __ �3. distance of 413.48 feet to the true point of beginning, 2 ' a �. on any or; lot nor shall any lot be further No more than one det se of creating 4 ached dwetlir.'3 o building s with filing o replat. � subdivided for the purpoPr • • \ o \-- nt and State Health authorities wii: re rvided A public water syst , with individual service g \ em acceptable t Y provided to each lot prior to sale. � \ iattor�,c�C�s' hereby dedicate forever the streets shown- heron for Public toed purFoses. The P � .� i and 2 Block 3, and Lot I B lo� ck 4 hall be from Lots ,- Acce z.0 to Lot I Bieck I, L I Mock 2 a nd direct access shall t4 prohibli from Scr.afer Road • 0 1 � 7 ' BLOCK \O West Valley Builders, Incorporated Jz ? ?_7 President Secretory ACKNOWLEDGEMENT ESTATE OF WASHINGTON) SS (COUNTY OF SPOKANE_) flxed is the , ppeared Mike Bascetta and Joe Bascetta known to be president and secretary f ©r the uses a day of e 1977, before me personally a cknowledged the same to be their free and voluntary ac in and for instrument and a the were purposes herein mentioned, the officers authorized to execute said instrument and the seol of On this Builders , Inc. who executed the with of T.D.G., Inc. each on oath stated that y corporate seal of said corporation. h °and and affixed my official seal the day and year first nbc��e writtei. • IN WITNESS WHEREOF, I have hereunto set my _ _ . Notary Public' irl orld for the state o vkInstiington C • dNa_ hing ton residirg M y commission expires -- ENGINEER'S C ERTIFICATE Surveyor, hereby certify that this plat represents a true copy of the I, Clarence E.Simpson, a li cenced Civil Engineer g� a che lot corn ad Monuments have been set official record and survey made by Clarence E. Simpson Professional Engineer and Land Surveyor 1k COUNTY OFFICIALS. , day of -1 Ihereby cert hat the required taxes on the herein platted lava have been paid this._--= - fY .. - �I B Y Spokane County Treasurer Deputy _ _ ...._.._ ._. By Examined and approved t his r . _,__ .:.........._ ....n F Spokane County da y of.� -_..� 13"'7 ssor Deputy Ass e Examined and approved this y Spokane County Engineer • • of .i9 7 _,,_z..,...._,_..r,� y Pl rannt g C�irect r _ Examined and approved this•=- �.. - �� -- do Y •x{ � •n o ;pokone County Planning Commision Chairman Examined and approved this -_----day of Spokane Coljnty Cornmisioner Cric rmn Examined ®nd appro ved thi.� ..�.... - � 9 X77 . T '�okc,rle County Health `:District Heti:lth Officer w.v■ FOUND X ON ROCK _. . /A n F NF 1/4 IV t V v n . .- - SEC. 32 T•25 R ,44 E.W.M. ®° �o,, t , .....:;;' y THE BEARING OF S 30 11' 30" E_ PER THE NORTHEASTERLY BOUNDARY LINE OF PONDEROSA 2 " - ADDITION, WAS USED AS THE BASIS OF -/ BEARINGS FOR THIS MAP. / i • •r LATITUDES AND DEPARTURES _ T H EAST WEST COURSE CURVE DATA S 31 ° I O 20' E ME 854 is C is to D it is Eo A= 15 0 41'06" A= 42 ° C=+ 24 A= 33 ° 52; A= 24 ° 29' R= 716.25' A= 56 ° 00 R= 477.46 R= 653.41' R= 130.01 T= 50' R =73.77 T=22.46' 6 T= 155.40 T= 253.87' T= 90' L= 178.87 L= 95.47' 1= 43.60 L= 306.04 L= 466.66 ®° �o,, t , .....:;;' y THE BEARING OF S 30 11' 30" E_ PER THE NORTHEASTERLY BOUNDARY LINE OF PONDEROSA 2 " - ADDITION, WAS USED AS THE BASIS OF -/ BEARINGS FOR THIS MAP. / i • •r LATITUDES AND DEPARTURES _ T H EAST WEST COURSE ° 11 30 E 281 24 2.762 30 __ S 31 ° I O 20' E ME 854 47.703 o • Wn. 8 Cor, S 36 °57'30 "E 629 240 494 set 1/2" rebor tog. 706 S80°030fi'E 377 144.681 S 67 E 17736 66.474 164.432 E N 35 ° 55 00 E 340.00 275.356 C FOUND 19 9.447 d N 59 ° 448.32 226.441 n = I • 386.930 N 30 1 1 - 3 0' W 475.57 411.058 W ° R� 239.161 S _ 89 0 16'27"W 413.48 ' $� �� 5.238 413.447 TOTALS N'e � 912.855 912.853 1039.539 1039.538 DIFFERENCE .002 L; EJ A P L •T IN T H E 3 E I /4 T F, N . SFC FEBRUARY, 1977 SCALE ," •- ®1 \7<- X00 \ SO . / SCALE- 1 50 t g 4 CID -f 'C s0' A>1\1 . / \ 8(3, 06 E : 14C �a9 a 38 4 5 , F0.UI`D 1 / J � 3 3 .,. w / •- ' 032 . 3 4, 3 t :� �*�� tea, • �� N U OF E JE . 4 E.W. /4 (`F SE Y C h C I..r/ F.E 1" ra.•� .�� .I FOUND 1 /2.. PIP IN 1 ., I . i r 30 14' m� L.- 31A A l r� �J d FOUND I/L PIPE/ o� 30, / .. E V"CI E E. Lec_end o • Wn. 8 Cor, found us (noted) o 8 Cor. set 1/2" rebor tog. 706 .� - Subdivision boundry C FOUND 1 /2 "PIPElA� co d 1 n = I • A3 r I i W ° R� ' $� �� N'e � FOUND BOAT SRKF -0 620 :m 3.95 ED e, s• , 30 h Q t g 4 CID -f 'C s0' A>1\1 . / \ 8(3, 06 E : 14C �a9 a 38 4 5 , F0.UI`D 1 / J � 3 3 .,. w / •- ' 032 . 3 4, 3 t :� �*�� tea, • �� N U OF E JE . 4 E.W. /4 (`F SE Y C h C I..r/ F.E 1" ra.•� .�� .I FOUND 1 /2.. PIP IN 1 ., I . i r 30 14' m� L.- 31A A l r� �J d FOUND I/L PIPE/ o� 30, / .. E V"CI E E. '\ \\ . . . . . . . . . . . ej- P, D -3 '40--!sC-rAzr"' cit. _j 1 aA� V� L-t K, -n' r, - R :- tiAL t4 co I�e- �l IL V.4, ............ e d 77 .../" - -... -- It lam. ./ J / � � n �� i^^.` `` 1r✓ � % i I _. a lz 4 C— "z' ............ e d 77 .../" - -... -- It lam. ./ J / � � n �� i^^.` `` 1r✓ � % i I _. a lz 77 .../" - -... -- It lam. ./ J / � � n �� i^^.` `` 1r✓ � % i I _. a lz e PROPERTY OF QPOKANE COUNTY .4SSESSOR 0-4, 32 ICA 53 J/ J 1 0 0 a so a q 4 o z7v l ee� 41L � C:5 ISO by 3 4 c"9�� t= i � 4 COR, A C> ,9, 'S7 CD OOVMelg 0,5,40q 0 c st - Z"a 19,13 zi I - I L -31 0 1� t 2 l > Q> -A ll -' � \ \ \ � r �' x o '�, , °�`� � O.. -.- % . / ; l�J" \ `z-''� \per ,-. � �� 9 Q - � DP Z `` _ G v LO NK A V �„'"^ ^ K i..f ('\_ (i '°^g. � � � \ . t � ` \ � / �./ � "_ -"/�"� � \w7 t'V i.,._J vt:v F- C) Nwhiiii OWMI,�§ION d e- C- r k \z, e-J C V\ <3, - V klc)cjls: T>- Aj Y, 'CL Lca A V �„'"^ ^ K i..f ('\_ (i '°^g. � � � \ . t � ` \ � / �./ � "_ -"/�"� � \w7 t'V i.,._J vt:v F- C) Nwhiiii OWMI,�§ION d e- C- r k \z, e-J C V\ <3, - V klc)cjls: T>- Aj Y, � . . . ! . ! , . � I . 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(P 7W 11 0 L A 14- 1 90 b 10 1 1- 90(,4 I D6 13 �-4 I ?- X 7 J -e 7 lVkvZ ;-111 p 1 0 1 0 e" 1 5 0 7 9 1 5 03 BE 3 Lt 9 OD 3 0 y j r — 24, Z71 010 L+- 34 Px 0&" 12 Z.3 /4 00 f � k7- 4.* 1 4 4 i> 17 9 32 1 Ol F). 2 L+r. 0 B3 5 2 40' Bf X. r 14, S tL iA, aL '3 1 6 L- A' I k V ., 31 � 32 Cc) ,.-A DATE D E S C R / P T / 6-15-72 r"/.5 SECTION REPRODUCED FF2oM LINEN 7 MYLAR. 4- - a t 0 L ri 10 it < 6 -------- ------- - 4 2 1 4 4, Is f- K 1 0 a 7 t to % 4C3 RD CT 5 R)" 17 r A vo 2490 14 6 ] 7 4 ( 4 oil 32 3 3 7 6 5 1' 5 44 + h. Cor + .4 eo No. Ba moo' 1) '%333- Q L 3 DATE D E S C R / P T / 6-15-72 r"/.5 SECTION REPRODUCED FF2oM LINEN 7 MYLAR. SE ANALYSIS OF PONOFROSA 3RD ADD DR: SIMPSON5 ENGINEERS N909 ARGONNE ROAD SPOKANE WASH 99206 926 -1322 BY: GENE WELBO LS 03!15/77 77 t - - -- LATITUDES -- - -1 l - -- DEPARTURES BLCK LOT BEARING DISTANCE N 0 R T H S O U T H E A S T W E �...'. r -- __ -- -- - - - -- -- - -- -- -_ - -__ --- - - - - -- --- - - - - -- --- - - - - -- - - -- PLAT BDRY N 67 59 18W 177.360 66.474 5 N 16 PLAT GORY N 80 3 6W 146.890• 25.377 .101.555 2 14 PLAT BDRY N 36 57 BOW 400.000• 319.629 70.445 742.918 24 PLAT BDRY N 31 10 20W q 2.160- 78.854 = 146.718 TANGENT = 4 PLAT BORY N 30 11 BOW 482.770. 417.28.1 25.622 71.5.792 24 PLAT BDRY qty 89 16 27E 413.480, 5.238 = 180.107 413.447 = 9 PLAT BDRY S 30 11 30E 475.570• 20.0CC LENGTH 411.058 239.161 1 FLAT BDRY S 59 39 46E 448.320• 4 226.441 386.930 PLAT BDRY S 35 5.5 OW 340.000• 59.74 + 275.356 43.274 19 +CURV =: DELTA = 33 52 O RADIUS = 73.770 LENGTH = 43.604 TANGENT = 2 1 CL S 54 5 OE 104.650 912.3 52 912.855 IC39.539 103 I CL S 54 5 OE 30.000 AREA = 399739. SQ FT t 9.18 A 1 CL N 67 59 18W 30.910 11.585 5 N 2 1 CL N 67 59 18W 78.620 29.466 .101.555 2 7 1 CL N 67 59 18W 30.140 11.296 70.445 742.918 2 1 CL iii 73 32 33W 716.250 20+2.917 = 146.718 TANGENT = 68 1 CL S 87 57 OE 716.250 78.854 25.622 71.5.792 1 - CURVE: DELTA = 14 24 27 RADIUS = 716.250 LENGTH = 180.107 TANGENT = 9 1 CL S 97 57 OE- 48.680 20.0CC LENGTH .1.741 48.649 1 1 CL S 2 3 OW 73.770 4 73.723 239.1f.1 1 CL N 35 55 OE 7 .3.77 0 59.74 + 38. 6 43.274 = 32.768 +CURV =: DELTA = 33 52 O RADIUS = 73.770 LENGTH = 43.604 TANGENT = 2 1 CL S 54 5 OE 104.650 49.656 61.389 84.753 1 I CL S 54 5 OE 30.000 16.197 17.598 24,296 1 1 CL S 35 55 OW 166.610 11.732 134.933 16.197 9 +CURVE: DELTA = 90 C. 0 RADIUS = RADIUS = 315.009 315.005 916.764 91 1 SL S 35 55 OW 129.040 AREA = 32632. SQ FT t 0.75 A 1 SL N 67 59 18W 78. 62C 29.466 5 N 7 1 SL M 73 19 7W 746.250 214.211 .101.555 2 71 1 SL S 34 35 OE 746.250 ..319.629 70.445 742.918 2A - CURVE: DELTA = 11 15 53 RADIUS = 746.250 LENGTH = 146.718 TANGENT = 7 1 SL S 34 35 OE 20.000 78.854 1.888 19.911 1 1 SL N 2 3 OE 20..000 19.987 87 C.715 2� +CURVE: DELTA = 86 38 0 RADIUS = 20.0CC LENGTH = 30.241 TANGENT = 1 1 SL S 2 3 OW 48.770 4 48.739 239.1f.1 1 SL N 35 55 CE 48.770 39.497 38. 6 28.609 = 32.768 +CURVE: DELTA = 33 52 0 RADIUS = 48.770 LENGTH = 28.827 TANGENT = 1 1 SL S 54 5 OE 84.650 49.656 49.656 68.556 1 1 SL S 35 55 OW 20.000 16.197 16.197 1 1 1 SL S 5 .... 5 OE 20.000 11.732 11.732 16.197 w +CURVE: DELTA = 90 C. 0 RADIUS = RADIUS = 20.000 LENGTH = 31.416 TANGENT = 2 1 SL S 35 55 OW 129.040 --- - - - - -- --- 104.506 - - - - -- --- - - - - -- 7 - - -- 303.162 3C 3.1'63 876.906 87 AREA = 17807. SQ FT ( 0.41 P l 1 N 67 59 18W 78.620 2 5 N 2 1 1 N 73 19 7W 746.250 214.211 .101.555 2 71 1 I S 8 4 35 OE 746.250 ..319.629 70.445 742.'718 2A - CURVE: DELTA = 11 15 53 RADIUS = 746.250 LEN H 6 CENT =` i 1 1 S 84 3!5 OE 2C.000 78.854 1.888 19.911 1 1 1 N 2 3 OE 2C.000, 19 ".PP- 7 87 C 2� -CURVE: DELTA = 86 38 03 RADIUS = 20..000 LE=NGTH = 3{�.24I 1'ANGEN!T = J � l 1 S 2 3 OW 48.770 4 48.739 239.1f.1 1 1 N 35 55 Oy 48.770 39.497 38. 6 28.609 = 32.768 + C U R V E= D E L T t = 3 2 t3 _` R A D I U S = ------ 686.250 18.28. 31.243 1 1 S 54 5 OE 84.650 47 49.656 68.556 475.717 1 1 S 35 55 O 20.000 477.460 16.197 59.428 1 1 1 S 54 5 OE� 20.000 RADIUS = 11.732 16.197 TANGENT +CURVE: DELTA;. =. 9C? 0 C RADIUS = 20.000 LENGTH, = 31.416 TANGENT = � 1 1 S 35 55 OW 129.040 71.6.250 104.5 89.150" = 7'. 2 CL S 73 32'33E 20.000 303.162 303.163 876.906 81 2 +CURVE: DELTA 2 2 3 36 27 AREA = 17807. SQ FT ( 0.41 1 2 CL N 67 59 18W 30.150 11.30C 5 N 2 2 CL N 67 59 18W 38.450 14.4 .101.555 2 l 2 Ct. N. 80 3 6W 1.46.39 ..319.629 2 1 2A 2 CL N 36 57 ,30E 40C. coo 319.629 1 S. 2 2 CL N 31 10 2 92.160 78.854 = 18 1 2 C L N 3 Q 11 BOW 4 2.7°? C - 4 - 17.2 87 413, 447 2� 2 CL N 89 16 27E 413.480 5.238 3E'1.273 413.447 2C.000 2 CL S 30 11 ME: 475.570 4 411.058 239.1f.1 2 CL S 59 39 46E 75.940 22.472 38. 6 6 . 45 5 = 32.768 2 CL S 59 39 46E 36 686.250 18.28. 31.243 51 2 CL N 8 5 6 12E 47 40.756 TANGENT_ 475.717 2 2 CL S T2 51 0W 477.460 93.706 59.428 A - CURVE: DELTA = 2 15 12 RADIUS = 477.460 LENGTH = X18.778 TANGENT = 2 CL S 7 c OE 94.440 93.706 11.755 +CURVE: 2 CL S 82 51 OW 71.6.250 = 63.806 89.150" = 7'. 2 CL S 73 32'33E 20.000 716.250 0.636 202.917 686.905 2 +CURVE: DELTA 2 2 3 36 27 RADIUS = 7 LEN = 295.115 TANGENT = JA DELTA`, = 93 52 22 RADIUS = 20.000 LENGTH 912.845 512.849 1923.684 190 SL N 37 57 OW 9.590 0.343 AREA = 328534. SQ FT t 7.54 2 SL N 67 59 18W 38.450 14.411 5 N 2 2 SL IN 80 3 6W 146.890 25.377 .101.555 2 l 2 SL N 36 57 BOW 40C.000 ..319.629 2 1 2A 2 SL N 31 10 20W 92.160 78.854 1 S. J 2 SL N 30 11 BOW 448.310 387.496 = 18 2; 2 SL N ??9 16 27E 413» 480 5.238 87 413, 447 OE 2 SL S 30 11 30E 441.110 2 3E'1.273 221.832 2C.000 2 SL S 5 39 46E 75.840 4 38.306 65.455 2 SL N 87 2 43E 507.460 22.472 RADIUS = 506.962 = 32.768 2 SL S 0'2 51 OW 507.460 686.250 63.162 51 - CURVE: DELTA = '-: 36 43 RADIUS = 50 7.460 LENGTH = 40.847 TANGENT_ 658.955 2 SL S 7 9 OE 94.440 686.250 LENGTH 93.706 11.755 2 St_ S 92 51 OW 686.250 85.416 61 2 SL N 88 10 9 E 686.250 21.828 685.903 +CURVE: DELTA = 5 19 38 RADIUS = 686.250 LENGTH = 63.806 TANGENT = 2 SL S 88 10.38E 20.000 0.636 2 SL S 2 3 OW 20.000 19.987 +CURVE: DELTA`, = 93 52 22 RADIUS = 20.000 LENGTH = 32.769 TAMGE1NT = 2 SL N 37 57 OW 9.590 0.343 ? SL N 2 3 GE 105.C1C 104.943 3.756 2 SL S 44 7 24W 105.010 75.381 +CURVE: DELTA = 42 4 24. RADIUS = 105.010 LENGTH = 77.111 TANGENT = 2 SL Nil 45 52 36W 16.080 11.195 2 SL N 44 7 24E 628.410 451..1030 437.502 2 SL S 59 43 BOW 628.410 316.024 5 +CURVE: DELTA = 15 41 6 RADIUS = 628.410 LENGTH = 172.030 TANGENT = 2 SL N 30 11 BOW 248.100 214.445 1. 2. SL N 59 48 30E 20.000 10.058 17.287 2 SL N 74" 0 17W 20.000 5.511 +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 2 SL N 74 0 17W 45.000 12.400 2 SL S 13 37 17W 45.000 43.734 - CURVE: DELTA = 272 22 26 RADIUS = 45.000 LENGTH.= 2134922 TANGENT = - 2 SL S 13 37 17W 2(.000 194437 2 SL N 59 48 30E 20.000 10.0:58 17.287 +CURVE: DELTA. = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 2 SL S 30 11 30E 248,100 214.445 124.768 2 SL 'N 59 48 30E 1678.410 341.169 5c 6. 382 2 SL S 44 7.24W 678.Al0 486.992 4 - CURVE: DELTA = 15 41 6 RADIUS = 678.410 LENGTH = 185.718 TANGENT = 2 SL S 45 52 36r 16.080 .119.1'95 11.543 2 SL N 44 7 24E 155.010 111.273 107.919 2 SL S 2 3 OW 155.010 154.911 .- CURVE= DELTA = 42 It 24 RADIUS = 155.010 LENGTH = 113.827 TANGENT = 2 SL S 87 57 OE 9.540 0.343 9.584 2 SL S 2 3 OW 20.000 19.9$7 2 SL S 84 4 38E 20.000 2.064 19.893 +CURVE: DELTC, = q3 52 22 'R.ADIUS = 20.000 LENGTH = 32.768 TANGENT = 2 SL N 84 4 38W 686.250 70.813 6 2 SL S 73 47 IOE 686.250 191.617 658.955 +CURVE= DELTA = 103 17 28 :RADIUS = 686.250 LENGTH = 123.260 TANGENT = 2218.611 2218.616 3900.230 39 AREA = 268504. SQ FT t 6.16 368.915 368.922 810.049 8 AREA = 13980. SO FT ( 0.32 2 2 1 N 67 59 18W 38.450 14.411 5 N 2 I N 80 3 6W 86.860 15.006 49 .101.555 2 1 N 28 36 57E 140.660 123.478 11.195 67.367 2 1 N 20 29 9E .155.010 145.207 486,.992 54.250 2 1 S. 2 3 OW 155.01.0 678.410 LENGTH 154.911 TANGENT = - CURVE: DELTA = 18 26 9 RADIUS = 155.010 LENGTH 49.877 TANGENT = 2 1 S 87 57 OE 9.590 591.704 0.343 9.584 2 1 S 2 3 OW 2C.000 AREA = 19.987 S0 FT t - 0.33 2 1 S 84 4 38E 20.000 2.064 15.893 +CURVE: DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 T4MCENT = 2 I N 84 4 38W 686.250 70.313 6 2 1 S 7.3 47 10E 686.250 191.617 658.955 +CURVE: DELTA = 10 17 28 RADIUS =. 686.250 LENGTH = 123.260 TANGENT = 368.915 368.922 810.049 8 AREA = 13980. SO FT ( 0.32 2 2 2 2 N, N 80 36 3 57 6W BOW 60.030 66,.980 10.371 53.522 5 N _ 2 2 N 44 7 24E 145.870 104.712 49 .101.555 2 2 S .45 52 36E 16.0E_30 417.9034 11.195 11.543 2 2 N 44 7 24E 155.010 111.273 486,.992 10.7.91c) 2 2 S 20 29 9W 155.010 678.410 LENGTH 145.207 TANGENT = - CURVE: DELTA = 23 38 15 RADIUS = 155.010 LENGTH = 63.950 TANGENT = 2 2 S 28 36 57W 140.660 591.704 123.478 64 1.509 6 279.877 271;.88C 221.C17 2 AREA = 15124. SQ FT ( 0.35 2 3 N 36 57 BOW 112.500 89.896 5 N 2 3 N 5 1 57 59E 136.050 8 3.824 49 107.160 2 3 N 51 57 59E 678.410 417.9034 2 594:.382 2 3 S 44 7 24W 678.410 486,.992 4 - CURVE: DELTA = 7 50 35 RADIU = 678.410 LENGTH = 92.866 TANGENT = 2 3 S 44 7 24W 145.870 163.626 104.712 1 591.704 5 64 1.509 6 AREA = 14305. S0 FT t - 0.33 2 4 N 36 57 3CW 1 .91c 811.424 5 N 2 4 N 59 48 ME 141.620 71.220 49 122.4 2 4 M 59 48 30E 678.410 341.169 2 594:.382 2 4 S 51 57 59W 678.410 417.9 5 - CURVE: DELTA '= S 7 :50 31. RADIUS =_ 678. 410 LENGTH.,'- 92,..852 TANGENT = 2 4 S 51 5759W 136.050 163.626 83.82.4 1 501.813 501.808 70E.791 1 AREA = 14067. SQ FT ( 0.32 ilq l7b ". J fi ± t U. a 6 N 36 57 BOW 7.910 2 5 N 36 57 BOW 100.700 .90.467 2 5 N 59 49 30E 153.490 77.189 132.669 2 5 S 30 11 30E 100.000 86.435 5C.289 2 5 S 59 48 BOW 141.62C 71,220 1 30E 10C.000 86.4.35 5C.289 2 157.656 157.655 192.953 1 ilq l7b ". J fi ± t U. a 6 N 36 57 BOW 7.910 6.321 2 6 N 31 10 2CW 92.160 78.1354 2 6 N 59 48 30E 156.000 73.452 134.838 2 6 S 30 11 30E 10C.000 86.4.35 5C.289 2 6 S 59 "48 BOW 153.490 77.189 1 163.626 163.624 185.128 1 AREA = 15511. SQ FT ( 0.36 2 7 N 30 11 BOW 100.000 8 6.435 TRAVERSE ANALYSIS OF PONDEROSA 3RD ADD d 0 S "73 SURVEYOR: SIMPSONS ENGINEERS N909 ARGONNE ROAD SPOKANE WASH 99206 926 -1322 CHECKED BY: GENE WELBORN LS DATE: 03/15/77 5 "-5� -7 7 -" - 1 - - -- LATITUDES - - - -I I - -- DEPARTURES - - - -I 7 - BLCK LOT BEARING DISTANCE N 0 R T H S 0 U T H E A S T W E S T C -- -- -- -- - --- -- - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- UN 5 LU �LGi2 PLAT BDRY N 67 59 18W 177.360• 66.474 164..432 PLAT BDRY N 80 3 6W 146.890• 25.377 144.681 PLAT BDRY N 36 57 30W 400.000• 319.625 240.494 PLAT BDRY N 31 10 20W 92.160• 78.854 47.703 PLAT BDRY N 30 11 3OW 482.770 417.281 242.782 PLAT BDRY N 89 16 27E 413.480• 5.238 413.447 FLAT BDRY S 59 39 46E 448.320• PLAT BDRY S 35 55 OW 340.000• 275.356 912.852 912.855 1039.539 AREA = 399739. SO FT ( 199.447 V 9.18 ACRES) 1 CL N 67 59 18W 78.620 29.466 72.889 I CL N 67 59 18W 30.140 11.296 27.943 1 CL N 73 32 33W 716.250 202.917 70.445 742.918 686.905 1 CL S 87 57 OE 716.250 746.250 LENGTH 25.622 715.792 73.596 - CURVE: DELTA = 14 24 27 RADIUS = 716.250 LENGTH = 180.107 TANGENT = 90.531 i CL S 87 57 OE 48.680 19.987 1.741 48.649 1 CL S 2 3 OW 73.770 20.000 LENGTH 73.723 TANGENT = 2.639 1 CL N 35 55 OE 73.770 59.744 48.739 43.274 1.745 +CURVE: DELTA = 33 52 0 RADIUS = 73.770 LENGTH = 43.604 TANGENT = 22.460 1 CL S 54 5 OE 104.650 48.770 LENGTH 61.389 84.753 14.848 1 CL S 54 5 OE 30.000 17.598 24.296 1 CL S 35 55 OW 166.610 -- - -- -- -- --------- 134.433 --- -- - - -- --- 97.735 -- -- 1 SL S 54 .5 OE 20.000 315.009 315.005 916.764 -- 916.768 AREA = 32632. SO FT ( 0.75 ACRES) 1 SL N 67 59 18W 78.62G 29.466 72.869 1 SL N 73 19 7W 746.250 214.211 714.845 1 SL S 84 35 OE 746.250 70.445 742.918 - CURVE: DELTA = 11 15 53 RADIUS = 746.250 LENGTH = 146.718 TANGENT = 73.596 1 SL S 84 35 OE 20.000 1.888 19.911 1 SL N 2 3 OE 20.000 19.987 C.715 +CURVE: DELTA = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = 18.858 1 SL S 2 3 OW 48.770 48.739 1.745 1 SL N 35 55 GE 48.770 39.4Q7 28.609 +CURVE: DELTA = 33 52 0 RADIUS = 48.770 LENGTH = 28.827 TANGENT = 14.848 1 SL S 54 5 OE 84.650 49.656 68.556 1 SL S 35 55 OW 20.000 16.197 11.732 1 SL S 54 .5 OE 20.000 11.732 16.197 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 1 SL S 35 55 OW 129.040 104.506 75.696 --- - - - - -- --- - - -- -- --- - - - - -- --- - - - - -- 303.162 303.163 876.906 876.90E AREA = 17EO7. SO FT ( 0.41 ACRES) 1 1 N 67 59 18W 78.620 29.46E 72.88'9 1 1 N 73 19 7W 74b.250 214.211 714.845 1 1 S 84 35 0 C 746.250 2'5 7 377 70.445 742.918 144. - 681 - CURVE: DELTA = 11 15 53 RADIUS = 74b.25b`E TAt3G'ENT = 73.59E 1 1 S 84 35 OE 2C.000 78.854 1.888 19.911 47.703 1 1 N 2 3 OE 20.000 19.98 2 "4 "2 - 7 8 2 C.715 CL +CURVE: DELTA = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = 18 - 858 1 1 S 2 3 OW 48.770 2 39.161 48.739 2 1.745 1 1 N 35 55 OE 48 .770 39.497 28.609 CL +C RVE: DELTA = 33 52 0 P,ADIUS = 48 77'0 LErTG'T'F! = 28_3'27 TATTGEPTT = 14 - 848 1 1 S 54 5 OE 84.650 40.756 49.656 68.556 = 40.847 1 1 S 35 55 OW 20.00,0 16.197 11.732 1 1 S 54 5 OE 20.000 477.460 LENGTH 11.732 16.197 9.390 4CURVE: DELTA S 9C 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 1 1 S 35 55 OW 129.040 104.506 75.696 303.162 303.163 876.906 876.906 AREA = 17807. SO FT ( 0.41 ACRES) 2 CL N 67 59 18W 30.150 11.300 27.952 2 CL N 67 59 18W 38.450 14.411 35.547 2 CT - N 80 3 6W 146.390 2'5 7 377 144. - 681 2 CL N 36 57 3OW 400.000 319.629 240.494 2 CL N 31 10 20 92.160 78.854 47.703 l 2 C L 13'3 0 11 - 3 0 W 4W 2: 77'C 41 - 2'8 - 1 413.480 5.238 2 "4 "2 - 7 8 2 2 CL N 89 16 27E 413.480 5.238 441.110 413.447 381.273 2 CL S 30 11 30 47 5.570 46E 4 11.056 2 39.161 38.306 2 CL S 59 39 466 75.840 43E 3fl - 306 65:455 2 CL S 59 39 46E 36.200 OW 18.284 31.243 63.162 2 CL N 85 6 12E 477.60 40.756 RADIUS = 475.717 = 40.847 2 CL S 82 51 OW 477.460 59 - 428 47?.747 - CURVE: DELTA = 2 15 12 RADIUS = 477.460 LENGTH = X18.778 TANGENT = 9.390 2 CL S 7 9 OE 94.440 93.706 11.755 2 CL S 82 51 OW 716.250 89.150 710.680 2 CL S 73 32 33E 716.250 202.977 686.905 +CURVE: DELTA = 23 36 27 RADIUS = 716.250 LENGTH = 295.115 TANGENT = 149.681 912.845 912.849 192 ?.684 1923.687 AREA = 328534. SO FT ( 7.54 ACRES) 2 SL N 67 59 18W 38.450 14.411 35.647 2 SL N 80 3 6W 146.890 25.377 144.681 2 SL N 36 57 3GW 400.000 319.629 240.494 2 SL N 31 10 20W 92.160 78.854 47.703 2 SL N 30 11 30W 4 38 7.49 6 225.452 2 SL N 89 16 27E 413.480 5.238 413.47 2 SL S 30 11 30E 441.110 381.273 221.832 2 SL S 59 39 46E 75.840 38.306 65.455 2 SL N 87 27 43E 507.460 22.472 506.962 2 SL S 82 51 OW 507.460 63.162 503.514 - CURVE: DELTA = 4 36 43 RADIUS = 507.460 LENGTH = 40.847 TANGENT = 20.435 2 2 SL 5 / 9 Ot 94,440 93.70E 11./57 2 1 2 SL S 82 51 OW 686.250 85.416 2 680.913 N 2 SL N 88 10 38E 686.250 21.828 2 685.903 N 20 +CURVE: DELTA = 5 19 38 RADIUS = 686.250 LENGTH = 63.806 TANGENT = 31.926 3 2 SL S 88 10 38W 20.000 DELTA 0.636 18 19.990 9 2 SL S 2 3 OW 20.000 S 19.487 57 0.715 9.590 +CURVE- DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 TANGENT = 21.400 2 SL N 87 57 OW 9.590 C. 343 38E 20.000 9.584 2.064 2 SL N 2 3 OE 105.010 104.943 RADIUS = 3.756 = 32.768 TANGENT 2 SL S 44 7 24W 105.010 686.250 75.381 73.1C9 682.587 +CURVE: DELTA = 42 4 24 RADIUS = 105.010 LENGTH = 77.111 TANGENT = 40.387 +CURVE: 2 SL N 45 52 36W 16.080 11.195 TANGENT = 61.796 11.543 2 SL N 44 7 24E 628.410 451.100 437.502 2 SL S 59 48 3OW 628.410 --- - - ---- - 810.048 316.024 543.165 +CURVE: DELTA = 15 41 6 RADIUS = 628.410 LENGTH = 172.030 TANGENT = 86.556 2 SL N 30 11 30W 248.100 214.445 124.768 2 SL N 59 48 30E 20.000 10.058 17.287 2 SL N 74 0 17W 20.000 5.511 1 9.226 +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.127 TO�TGENT = 8 - 528 - 2 SL N 74 0 17W 45.000 12.400 43.258 2 SL S 13 37 17W 45.000 43.734 10.598 - CURVE: DELTA = 272 22 26 RADIUS = 45.000 LENGTH = 213.922 TANGENT = - 43.173 - 2 SL S 13 37 17W 20.000 19.437 4.710 E 2 SL N 59 46 30E 20.000 10.058 17.287 +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 2 SL S 30 11 30E 248.100 214.445 124.768 2 SL N 59 48 30E 678.410 341.169 586.382 2 SL S 44 7 24W 678.410 486.992 472.313 - CURVE: DELTA = 15 41 S RADIUS = 678.410 LENGTH = 185.718 TANGENT = 93.443 2 SL S 45 52 36 - c 16.080 11.195 11.543 2 SL N 44 7 24E 155.010 111.273 107.919 2 SL S 2 3 OW 155.010 154.911 5.545 _ - CURVE: DELTA = 42 4 24 RADIUS = 155.010 LENGTH = 113.827 TANGENT = 59.617 2 SL S 87 57 OE 9.590 0.343 9.584 2 SL S 2 3 OW 20.000 19.987 0.715 2 SL S 84 4 1 18 E 20.000 2.064 19.893 +CURVE: DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 TANGENT = 21.400 2 SL N 84 4 38W 686.250 70.813 682.587 2 SL S 73 47 l0E 686.250 191.617 658.955 +CURVE: DELTA = 10 17 28 RADIUS = 686.250 LENGTH = 123.260 TANGENT = 61.796 -- - - -- - -- --- 2218.611 - - - - -- 2218.616 --- - - - - -- 3900.230 --- - - -- -- _ 3900.2 AREA = 268504. SO FT 1 6.16 ACRES) 2 1 N 67 59 IBW 38.450 14.411 35.647 2 1 N 80 3 6W 86.860 15.006 85.554 2 1 N 28 36 57E 140.660 123.478 67.367 2 1 N 20 29 9E 155.010 145.207 54.250 2 1 S 2 3 OW 155.010 154.911 5.545 - CURVE: DELTA = 18 26 9 RADIUS = 155.010 LENGTH = 49.877 TANGENT = 25.156 2 1 S 87 57 OE 9.590 0.343 9.584 2 1 S 2 3 OW 26.000 19.987 0.715 2 1 S 84 4 38E 20.000 2.064 19.893 +CURVE: DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.768 TANGENT = 21.400 2 1 N 84 4 36W 686.250 70.813 682.587 2 1 S 73 47 10E 686.250 191.617 65E.955 - +CURVE: DELTA = 10 17 28 RADIUS = '686.250 LENGTH = 123.260 TANGENT = 61.796 --- - - - - -- --- 368.915 - -- - -- 368.922 - -- - - - - -- 810.049 --- - - ---- - 810.048 AREA = 13980. SO FT ( 0.32 ACRES) 2 2 N 80 3 6W 60.030 10.371 5 67.639 59.127 2 2 N 36 57 3OW 66.980 53.522 30E 2 40.271 2 2 N 44 7 24E 145.870 104.712 2 101.555 S 2 2 S 45 52 36E 16.080 - CURVE: 11.195 11.543 7 2 2 N 44 7 24E 155.010 111.273 S 107.919 7 2 2 S 20 29 9W 155.010 145.207 54.250 - CURVE: DELTA = 23 38 15 RADIUS = 155.010 LENGTH = 63.950 TANGENT = 32.436 2 2 S 28 36 57'14 140.660 501.813 123.478 70E.791 67.367 AREA = -- - - - - - -- --- 279.877 - - - --- --- 279.880 - - - - -- --- 221.017 - - - - -- 221.015 AREA = 15124. SO FT ( 0.35 ACRES) 2 3 N 36 57 3CW 112.500 89.896 5 67.639 2 3 N 51 57 59E 136.05 83 .824 107.160 30E 2 3 N 51 57 59E 678.4L0 417.984 534. - 349 341.169 2 3 S 44 7 24W 678.410 486.992 59'W 472.313 - CURVE: DELTA = 7 50 35 RADIUS = 678.410 LENGTH = 92.866 TANGENT = 46.505 2 3 S 44 7 24W 145.870 104.712 51 101.555 591.704 591.704, 641.509 641.507 AREA1`4305. SQ FT`(`0.33 CORES) 2 4 N 36 57 30W 11 1.91 0 89.424 5 N 67.284 2 4 N 59 48 30E 141.6 ?.0 71.7_'70 30E 122.409 2 2 4 N 59 48 30E 678.410 341.169 10C.000 586.382 2 2 4 S 51 57 59'W 678.41G 417.9 5 34.349 - CURVE= DELTA = 7 50 31 RADIUS = 678.410 LENGTH = 92.852 TANGENT = 4E5 2 4 S 51 57 59W 136.050 83.824 107.160 - - - --- - - - - -- --- - - - -- -- - - - - - -- - - - 708.793 501.813 501.808 70E.791 AREA = 14067. SO FT ( 0.32 ACRES) 2 5 N 36 57 30W 100.700 80.467 EC.544 2 5 N 59 48 30E 153.490 77.189 132.669 2 5 S 30 11 30E 100.000 86.435 50.289 2 5 S 59 46 30W 141.620 71.220 122.409 157.6 157. 655 1142.958 182.953 AREA = 14756. 50 FT ( 0 - 34 fi_CRES) 2 6 N 36 57 30W 7.910 6.321 4.756 2 6 N 31 10 2OW 92.16C 78.954 47.703. 2 6 N 59 48 30E 156.000 79.452 134.838 2 6 S 30 11 30E 10C.000 86.435 50.289 2 6 S 59 48 30W 153.490 77.189 132.669 163.626 163.624 185.128 185.128 N 30 11 30W 100.000 86.435 50.289 2 7 N 61 23 27E 136.060 65.15C 175.163 119.446 8 2 7 N 61 23 27E 45.000 21.547 8 39.50E 63 2 7 S 13 37 17W 45.000 S 43.73 23 10.598 - CURVE: DELTA = 47 46 10 RADIUS = 45.000 LENGTH = 37.518 TANGENT = 19.927 2 7 5 13 37 17W 20.000 136.060 19.437 119.448 4.710 2 7 N 59 48 30E 20.000 10.058 = 43.500 TANGENT = 23.618 +CURVE: DELTA = N 46 11 13 RADIUS = 20.000 LENGTH = 16.122 _17.267 TANGENT = 8.528 2 7 S 30 11 30E 48.100 41.575 24.189 2 7 S 59 48 30W 156.000 78.452 134.838 183.190 183.198 20C.430 200.436 AREA = 14707. SQ FT ( 0.34 ACRES) 2 8 N 30 11 30W 348.310 301.061 175.163 2 8 S 56 33 49E 352.240 194.08 293.944 150.570 2 8 S 63 13 244E 45.000 20.273 40.175 45.000 2 8 S 61 23 27W 45.000 21.547 39.506 - CURVE: DELTA = 55 23 9 RADIUS = 45.000 LENGTH = 4 3.500 TANGENT = 23.618 2 8 S 61 23 27W 136.060 65.150 119.448 .059 334.118 334.117 AREA = 29623. SQ FT ( 0.68 ACR 2 9 N 89 16 27E 320.000 4.054 319.974 93.472 2 9 S 5 50 57E 174.470 150.570 173.562 17.780 130.145 2 9 S 4 37 50W 45.000 59W 44.853 3.633 2 9 N 63 13 24W 45.000 20.273 59W 40.175 - CURVE: DELTA = 67 51 14 RADIUS = 45.000 LENGTH = 53.292 TANGENT = 30.269 2 9 N 56 33 49W 352.240 194.088 55 293.944 218.415 218.415 337.755 337.751 AREA = 35406. SQ FT ( 0.81 ACRES) 2 10 N 89 16 27E 93.480 1.184 93.472 2 10 S 30 11 30E 150.570 5.511 130.145 75.721 19.226 2 10 S 60 0 59W 134.000 20.000 LENGTH 66.967 TANGENT = 116.067 2 10 S 60 0 59W 45.000 12.400 22. 38.978 2 10 N 4 37 50E 45.000 44.852 3.633 - - CURVE: DELTA = 55 23 9 RADIUS = 45.000 LENGTH = 43.500 TANGENT = 23.618 2 10 N 5 50 57W 174.470 173.562 116.Cb7 17.780 219.595 215.601 172. 172.824 AREA = 21599. SQ FT ( 0.51 ACRES) 11 N 30 11 30W 43.750 37.815 22.002 2 11 N 59 48 30E 20.000 10.058 17.287 2 11 N 74 0 17W 2C.000 5.511 19.226 +CURVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 2 11 N 74 0 17W 45.000 12.400 43.258 2 11 N 60 0 59E 45.000 22.489 38.978 - - CURVE: DELTA = 45 58 44 RADIUS = 45.000 LENGTH = 36.112 TANGENT = 19.092 2 11 N 60 0 59E 134.000 66.967 116.Cb7 2 11 S 30 11 30E 90.000 77.791 45.260 2 11 S 59 48 30W 154.000 77.44E 133.11C 155.240 155.237 217.592 217.595 AREA = 13368. SO FT ( 0.31 ACRES) . J 2 12 N 30 11 30W 90.000 77.791 4 +5 - 2 - 60 45.260 2 12 N 59 48 30E 154.000 77.446 63.162 1 33.110 13 2 12 S 30 11 30E 90.000 507.460 LENGTH 77.791 �5 - 260 S 2 12 S 59 48 30W 154.000 77.446 - 65.455 133.110 2 15 155.23 155.237 178. 178.370 686.250 14 8 .. 31 u 155.237 178.370 178..370 51 AREA = 13860. SO FT ( 0.32 ACRE51 38E' 494.826 1'95.237 2 14 S 59 48 30W 628. AREA = 13860. SO FT ( 0.32 ACRES) 2 13 N 30 11 30W 90.00077.791 21.047 4 +5 - 2 - 60 2 13 N 54 4 8 30E 154.000 77.446 154 COO 133.110 63.162 2 13 S 30 11 306 90.000 77.791 45.260 507.460 LENGTH 2 13 S 59 48 30W 154.000 77.446 46 . 133.110 38.306 65.455 2 15 155.23 155.237 178. 178.370 686.250 14 8 .. 31 u 2 14 N 51 AREA = 13860. SO FT ( 0.32 ACRE51 2 14 N 30 11 30'W 2 4.350 21.047 506.962 12.245 2 14 N 59 48 30E 154 COO 77.44E 63.162 133.170 503.514 2 14 S 30 11 30E 20.540 507.460 LENGTH 17.754 10.329 20.435 2 14 S 59 39 46 75.840 38.306 65.455 2 15 S 0 51 - 1`3 - 71 9 686.250 14 8 .. 31 u 2 14 N 51 56 44E' 628.41C 1387.35P 38E' 494.826 .. 2 14 S 59 48 30W 628. 19 316. 024, RADIUS = ,686.250 543.165 TcUi VE: +AFL - TA = 7 - SL 46 -- R4VIUS =` '1"0 1E'N'GTFI = 8 22'3 T A'NGEN = 43. 10 38W 20.000 0.636. 19.990 --- - - - - -- --- 485.8 - - - - -- --- 485. 852 --- - -- 703.72C --- - - - - -- 703.720 3 OW 20.000 19.987 0.715 +CURVE: 13 7'36 .: S Q - FT - (: 0.3 - 8 A - C k E S , -. .. 15 N 52 30 29E 186.92C 113.769 148.310 2 15 N 87 27 43E 507.460 22.472 506.962 2 15 S -82 51 OW 507. 63.162 503.514 - CURVE. DELTA .= 4 36 43 RADIUS '= 507.460 LENGTH = 40.847 TANGENT = 20.435 2 15 S 7 9 OE 94.440 93.706 11.755 2 15 S 82 51 OW 686.250 85.416 680.913 2 15 N 38 10 38E' 686.250 21.828 685.503 +CURVE: nELTA = 5 19 38 RADIUS = ,686.250 LENGTH = 63.806 TANGENT = 31.926 2 15 ., .. S E18 10 38W 20.000 0.636. 19.990 2 15 S 2 3 OW 20.000 19.987 0.715 +CURVE: DELTA = 93 52 22 RADIUS = 20.000 LENGTH = 32.766 TANGENT 2 15 N 87 57 OW 9.590 0.343 9.584 2 15 N 2 3 OE 105.010 104.943 3.756 2 15 S 44 7 2 105.010 75.381 73:1'09 +CURVE: DELTA = 42 4 24 RADIUS = 105.010 ' L "ENGTH = 77.111 TANGENT = 40.387 2 15 N 45 52 3bW 16.08G 11.1 11.543 2 15 N 44 7 24E 628.410 451.100 437:502 2 15 S 51 56 44W 628.410 387.358 494.826 +CURVE= DELTA = 7 49 20 RADIUS = 628.410 LENGTH = 85.793 TANGENT = 42.963 - - - - --- --- - - - - -- --- - - -- -- --- - - - --- 725.650 ,725.64E 1794.188 1794.194 ' 'AREA ,= 21201. SO FT ( 0.49 ACRES) 3 CL N 54 5 OW 3 CL N 54 5 OW 24.296 64.753 30.000 17.598 104.650 61,384 3 CL S 35 55 OW 73.770 49.656 59.744 43.274 3 CL N 2 3 OE 73.770 73. 79.991 2.639 57.939 - CURVE: DELTA = 33 52 0 RADIUS = 73.770 LENGTH = 43.604 TANGENT = 22.460 3 CL N 87 57 OW 48.680 1.741 = 58.381 TANGENT = 48.649 3 CL N 87 57 OW 716.250 25.622 0.715 715.792 3 CL N 82 51 OE 716.250 39.150 C.46C 710.680 19.995 - CURVE: DELTA = 9 12 0 RADIUS = 716.250 LENGTH = 115.008 TANGENT = 57.628 3 CL N 7 9 OW 94.440 93.706 17.148 --- - - - - -- --- 167.445 11.755 3 CL N 82 51 OE 477.460 59.428 15097. 473.747 ACRES) 3 CL S 85 6 12W 477.460 746.250 LENGTH 40.756 TANGENT = 475.717 +CURVE: DELTA = 2 15 12 RADIUS = 477.460 LENGTH = 18.778 TANGENT = 9.390 3 CL S 59 39 46E 37.350 18.865 32.236 3 CL S 59 39 46E 30.140 3 CL S 35 55 OW 168.890 1 /V.7UV L. /I.", 15.223 26.013 136.775 99.072 422.356 422.353 1503.311 15C3.308 AREA = 48706. SO FT ( 1.12 ACRES) 3 SL N 54 5 OW 84.650 49.656 68.556 3 SL S 35 55 OW 98.770 113.385 79.991 63.877 57.939 3 SL N 2 3 OE 98.770 98.707 60.6111 3.533 - CURVE: DELTA = 33 52 0 RADIUS = 98.770 LENGTH = 58.381 TANGENT = 30.071 3 SL N 2 3 OE 20.000 19.987 0.715 16.197 _ 3 SL S 88 41 OW 20.000 C.46C 19.995 +CURVE: DELTA = = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = 18.858 3 SL S 88 41 OW 746.250 ---- - -- - -' --- 174.774 17.148 --- - - - - -- --- 167.445 746.053 3 SL N 82 51 CE 746.250 92.884 15097. 740.447 ACRES) - CURVE: DELTA = 5 50 0 RADIUS = 746.250 LENGTH = 75.976 TANGENT = 38.021 3 SL N 7 9 OW 90.490 89.786 11.263 3 SL S 59 39 46E 298.930 150.986 257.997 3 SL S 35 55 OW 120.960 97.9b2 70.956 3 SL N 54 5 OW 20.000 11.732 16. 3 SL S 35 55 OW 2 0.000 11.197 11.732 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 .753 362.744 1002.692 1002.691 AREA = 32580. SC FT ( 0.75 ACRES) 3 1 N 54 5 OW 84.650 49.656 68.556 _ 3 1 N 29 23 43E 130.140 113.385 63.877 3 1 S 59 39 46E 120.000 60.6111 102.568 3 1 S 35 55 OW 120.960 97.962 70.956 3 1 N 54 5 OW 20.000 11.732 16.197 _ 3 1 S 35 55 OW 20.000 16.197 11.732 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 ---- - -- - -' --- 174.774 -- - - -- 174.770 --- - - - - -- --- 167.445 - - ---- 167.441 AREA = 15097. 50 FT ( 0.35 ACRES) 3 2 5 35 55 OW 98.7 - 10 79.99 57.93 ^\ 3 2 N 2 3 OE 98.770 98.707 3.533 - CURVE: DELTA = 33 52 0 RADIUS = 90.770 LENGTH = 58.381 TANGENT = 30.071 3 2 N 2 3 OE 20.000 19.987 C.715 11.263 3 2 S 88 41 OW 20.000 0.46C 154.429 19.995 +CURVE: DELTA = 86 38 0 RADIUS = 20.000 LENGTH = 30.241 TANGENT = 18.858 3 2 S 88 41 OW 746.250 17.148 746.053 3 2 N 82 51 OE 746.250 92.484 140.447 - CURVE: DELTA = 5 50 0 RADIUS = 746.250 LENGTH = 75.976 TANGENT = 38.021 3 2 N 7 9 0'W 90.490 89.786 11.263 3 2 S 59 39 46E 178.930 90.375 154.429 3 2 S 29 23 43W 130.140 - -- - - - - -- --- 113.385 - - - - -- --- - - - - -- --- 63.877 -- - - -- 301.364 301.359 899.124 899.127 AREA = 17482. SO FT ( 0.40 ACRES) LOT AREA STATISTICS FOR: PONDEROSA 3RD ADD 03/15/77 `J t BLOCK 1 AREA = AREA = =NCF = 17807. SO FT ( 0.41 ACRES) 17807. SO FT ( 0.41 AC RES) 2 BLOCK, 2 AREA = 268504. SO FT ( 6.1614CRES) ACCUM AREA = 268504. SO FT ( 6.16 ACRES) DIFFERENCE = 1. SO FT BLOCK 3 AREA = 32580. SOFT ( 0.75 ACRES) ACCUM AREA = 32579. SO FT ( 0.75 ACRES) nrFFFaFnlrF = n_ cn FT GROSS DENSITY: 2 LOTS /ACRE NET DENSITY: 2 LOTS /ACRE LARGEST LOT: 35406. SO FT SMALLEST LOT: 13368. SO FT AVFRAGF LnT: 17716. SO FT o OF LOTS: 18