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BSP-28-90 (2)71.035 71^000 70"965 70.93o 70"B95 70,440 (}"000 @ 0 Grade= -2.108% 0"000 @ 0 Grade= GIVEN DESIGN SPEED -518.605063482 100 CREST VERTICLE CURVE, LENGTH RIVEN DESIGN SPEED GRADE #1 = -"7 GRADE #2 = -2"3O76� DESIGN SPEED 30 LENGTH OF VERTICLE LENGTH OF VERTICLE GIVEN IS LARGER (CALCULATED) -471"772767832 (GIVEN) 0 ' �23O769 CURVE CURVE SIGHT DISTANCE 198.89830508 3+60 70"987 3+65 70"969 3+7(-+) 70"948 3+75 70.922 3+80 70.893 3+85 70"860 3+90 70.825 3+95 70^790 4+00 70.755 4+05 70"720 4+10 70"685 4+15 70^650 4+20 70"615 4+25 70"590 4+30 70.545 4+35 70"510 4+40 70.475 4+45 . 4+45 PI L= 0^000 L/H Pt.= 4+45 70.440 4+50 70.325 4+55 70"209 4+60 70,094 4+60 70.094 4+6() PI L= 0.000 L/H Pt.= CREST VERTICLE CURVE, CALCULATE LENGTH GRADE #1 = .825531914894 GRADE #2 " -.7 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) LENGTH OF VERTICLE CURVE (GIVEN) GIVEN IS LARGER SIGHT DISTANCE 198.898305()8 71.035 71^000 70"965 70.93o 70"B95 70,440 (}"000 @ 0 Grade= -2.108% 0"000 @ 0 Grade= GIVEN DESIGN SPEED -518.605063482 100 CREST VERTICLE CURVE, LENGTH RIVEN DESIGN SPEED GRADE #1 = -"7 GRADE #2 = -2"3O76� DESIGN SPEED 30 LENGTH OF VERTICLE LENGTH OF VERTICLE GIVEN IS LARGER (CALCULATED) -471"772767832 (GIVEN) 0 ' �23O769 CURVE CURVE SIGHT DISTANCE 198.89830508 GRADE 01 = -"8 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE LENGTH OF VERTICLE CURVE GIVEN IS LARGER (CALCULATED) -287.293432203 (GIVEN) 100 SIGHT DISTANCE 198"89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .8 GRADE #2 = ~"8 nPMAm qppcn W) PRnFILE 0+00 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade= -.800% 0+00 68,400 68.400 0+25 68"250 68.200 0+50 68"200 68"000 0+50 PI L= 100.000 L/H Pt.= 68.200 9 0+50 Grade= .800% 0+50 68.200 68^000 0+75 68"250 68.200 1+O0 68.400 1+25 6B.600 1+50 68.800 1+75 69.000 2+00 69^200 2+25 69.400 2+50 69^600 2+75 69.80O 3+O0 70. 000 7+25 70.200 3+50 70.400 3+75 70.600 70^600 4+00 70.700 70.800 4+00 PI W 50.000 L/H Pt.= 70.700 @ 4+00 Grade= -"800% 4+00 70.700 70.800 4+25 70.600 4+45 PI L= 0,000 L/H Pt.= 0^000 @ 0 Grade= -2"308% 4+45 70.440 4+45 7(),440 4+45 PI L= 0^000 L/H Pt.= ().000 @ O Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 01 = -"8 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE LENGTH OF VERTICLE CURVE GIVEN IS LARGER (CALCULATED) -287.293432203 (GIVEN) 100 SIGHT DISTANCE 198"89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .8 GRADE #2 = ~"8 nPMAm qppcn W) LENGTH OF VERTICLE CURVE ACALCULATFn> -475.95338984 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.8 GRADE #2 = -2.30769230769 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -529.448287801 LENGTH OF VERTICLE CURVE (GIVEN) o GIVEN IS LARGER SIGHT DISTANCE 199"89830508 PROFILE ()+00 PI L- 0.000 L/H Pt.= 0"000 @ 0 Grade= -1"409% ^ 0+00 69"494 1+00 68.082 2+00 66.674 66.674 2+50 ` FI L= 100.000 L/H Pt.= 66"301 @ 2+52"939 2+50 66.302 65"970 3+0(:) 66,596 4+00 67"847 4+32.16 PI L= 0.000 L/H Pt.= 0.900 @ o Grade= 4+32"16 68.250 4+32"16 68.250 4+32"16 PI L= 0"000 L/H Pt.= 0"000 @ S Grade= SAG VERTICLE CURVE, CALCULATE LENGTH RIVEN DESIGN SPEED GRADE #1 = -1^408 GRADE #2 = 1.25164690382 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -66"166744729 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123"13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1^25164690382 GRADE 02 = "9 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -3729.30768206 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 Grade= 1.252% 900% RATIONAL FORMULA HYDROLOGY DATE = 3/18/91 DESIGNER = GSN PROJECT NAME BSP 28 DESCRIPTION � SUBAREA 1 = 1"36 ACRES TOTAL AREA = 1.36 ACRES OVERLAND FLOW VALUES Ct = .15 L = 20 N .4 S .01 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 5"0O 110 = 3.18 010 = 1.62 RA = 0.00 BASIN R SUBAREA 1 RUNOFF COEFFICIENT = "375 COMPOSITE RUNOFF COEFFICIENT ,375 BOWSTRING CALCULATIONS DATE =; 3/18/91 DESIGNER = RSN BASIN B PROJECT NAME = RSP 28 DESCRIPTION � t t Intensity Qdev. (min.) (sec.) (in./hr") (r.f"s,) 5.0 * 300 3.18 1"62 10^0 600 2.24 1.14 15,0 900 1.77 .90 20.0 1200 1.45 "74 25"0 1500 1.21 .62 30"0 1800 1.04 .53 35.0 2100 ,91 "46 4().0 2400 "82 ,42 45.0 2700 "74 "38 50"0 3000 "68 .35 55.0 3300 .64 ^33 60.0 3600 .61 ,31 65.0 3900 ^60 .30 70.0 4200 ^58 .30 75.0 4500 .56 .28 80"0 4800 ^53 .27 85.0 5100 "52 .26 90^0 5400 .50 .26 95"0 5700 .49 ^25 100.0 6000 "48 .24 THE MAXIMUM STORAGE IS 351.9636 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c"f^s. Vin Vout Storage (cu^ ft.) (Cu. ft.) (cu. ft.) 652 300 352 802 600 202 905 900 5 963 1200 -237 989 1500 ~511 1009 18()0 '791 1022 2100 -1078 1046 2400 -^1354 1057 2700 -1643 1076 3000 -1924 1110 3300 -2190 1152 3600 -2448 1214 3900 -2686 1273 4200 -2927 1303 4500 -3197 1325 4800 -3475 1366 5103 -3734 1403 5400 -3997 1450 5700 -4250 1494 6000 -4506 TEN YEAR STORM CALr DATE = 3/18/91 PROJECT NAME BSP 29 DESCRIPTION = SUBAREA 1 = 4"32 ACRES TOTAL AREA = 4`32 ACRES OVERLAND FLOW VALUES Ct = .15 L = 20 N .4 S .02 CHANNEL FLOW VALUES L -� 0 TD = 0 COMPUTED VALUES DUR = 5.00 110 = 3.18 010 = 3.85 QA = 0"0o RATIONAL FORMULA HYDROLOGY DESIGNER = GSN BASIN C SUBAREA 1 RUNOFF COEFFICIENT ^28 COMPOSITE RUNOFF COEFFICIENT .28 BOWSTRING CALCULATIONS DATE = 3/18/91 DESIGNER = GSN BASIN C PROJECT NAME = BSP 28 DESCRIPTION � t t Intensity Qdev, (min.) (sec") (in"/hr.) (c,f"s.) 5,0 * 300 3"18 3"85 10.0 600 2^24 2"71 15.0 900 1.77 2.14 20.0 1200 1"45 1"75 25.0 1500 1"21 1.46 30.0 1B00 1,04 1.26 35^0 210() ,91 1"10 40.0 2400 ,82 .99 45"0 2700 .74 .90 50.0 3000 ^68 "82 55,0 3300 ^64 ,77 60.0 3600 "61 "74 65"0 3900 ,60 .72 70.0 4200 '58 .70 75.0 4500 .56 .67 80,0 480O .53 ^64 85"0 5100 .52 ,62 90.0 5400 ^50 .60 95"0 5700 .49 .59 100"0 6000 .48 "58 THE MAXIMUM STORAGE IS 646.304256 CU. FT" * The time of concentration is 5 minutes, The Undeveloped flow out is 3 c"f.s^ Vin Vout Storage (cu. ft.) (cu. ft.) (cu" ft,) 1546 900 646 1902 1800 102 2145 2700 -555 2284 3600 -1316 2345 4500 -2155 2393 5400 -3007 2424 6300 -3876 2482 7200 -4718 2508 8100 ~5592 2551 9000 -6449 2634 9900 '7266 2732 108O0 -8068 2889 11700 -8820 3018 12600 -9582 3089 13500 -10411 3143 14400 -11257 3241 15300 -12059 3328 16200 -12872 3439 17100 -13661 3543 18000 -14457 TEN YEAR STORM CALC 0+00 0+50 Pi PI -.P20% Grade= .B253 PROFILE L= 0,000 L/H Pt.= 0.000 m 0 Grade= 0+o0 69.270 69"270 0+05 69^231 69,229 0+10 69.196 69"188 0+15 69.166 69.147 0+20 69"139 69^106 0+25 69^116 69^065 0+30 69.098 69"024 0+35 69"084 68"983 0+40 69,074 68^942 0+45 69"068 68^901 0+5() 69"066 68.860 L= 100"000 L/H Pt.= 69.066 @ 0+49.861 0+50 69^066 68"860 0+55 69^068 68"901 0+60 69.074 68"942 0+65 69.084 68.984 0+70 69,099 69.025 0+75 69.118 69.066 0+80 69,140 69.107 O+85 69.167 69.147 0+90 69,198 69.190 0+95 69.233 69.231 1+00 69,272 1+05 69.314 1+10 69,355 1+15 69.396 1+20 69"437 1+25 69"478 1+30 69.520 1+35 69.561 1+40 69^602 1+45 69,643 1+50 69^685 1+55 69"726 1+60 69"767 1+65 69.B08 1+70 69,849 1+75 69^891 1+80 69.932 1+85 69.973 1+90 70.014 1+95 70"056 2+00 70^097 2+05 70.138 2+10 70.179 2+15 70"221 2+20 70.262 2+25 70^303 2+30 70"344 2+35 70.385 2+40 70.427 2+45 70,468 2+50 70"509 2+55 70.550 2+60 70.592 2+65 70.633 2+70 70^674 2+75 70.715 2+80 70,756 2+85 70"798 70.798 2+90 70.837 70.839 Pi PI -.P20% Grade= .B253 2+95 70,871 70.880 3+00 70"902 70"921 3+05 70,927 7O,963 3+10 70"949 71.004 3+15 70.966 71^045 3+20 70"978 71.086 3+25 70.986 71"128 3+30 70,990 71.169 3+35 70"989 71^210 3+35 PI L= 100.000 L/H Pt.= 70"990 T 3+31,674 3+35 70.989 71.210 3+40 70.984 71.163 3+45 70^974 71"116 3+50 70.96() 71.069 3+55 70"942 71.022 3+60 70^919 70.974 3+65 70.892 70.927 3+70 70"860 70.880 3+75 70"824 70"833 3+8O 70"784 70.766 3+95 70.739 3+90 70.692 3+95 70.645 4+00 70.598 4+05 70"551 4+10 70.503 4+15 70"456 4+20 70,409 4+25 70.362 4+30 70"315 4+35 70,269 4+40 70.221 4+45 70,174 4+50 70"127 4+55 70"079 4+60 70.032 4+60 70.032 � 4+60 PI L- 0.000 L/H Pt.= 0"000 @ 0 Grade= GAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -"82 GRADE #2 - .824561403509 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE LENGTH OF VERTICLE CURVE GIVEN IS LARGER (CALCULATED) -268"73007923 (GIVEN} 100 SIGHT DISTANCE 19B.B9830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .824561403509 GRADE 02 = -,942084942085 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -393.533246826 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198"B9830508 Grade= -,942% B�Taylor Engineering, Inc. A. 108 Mission Avenue, Suite 208 Spokane. Washington 99201 (509) 928 -9971 (FAX) 328 -0224 TO: SQL ei9nlE cc9, F.n1Gf�. LETTER OF TRANSMITTAL DATE 9&z JOB. N0. ATTENTION ki &gV -- RE ` A5 P72 -9 ' I I WE ARE SENDING YOU M ATTACHED ED UNDER SEPARATE COVER O SHOP DRAWINGS PRINTS O PLANS Z COPY OF LETTER OCHANGE ORDER M COPIES DATE NO. DESCRIPTION D -- jr V EP �BineB THESE ARE - SUBMITTED AS CHECKED BELOW: 0 FOR APPROVAL = APPROVED AS SUBMITTED CI RESUBMIT (� FOR YOUR USE E:3 APPROVED AS NOTED SUBMIT AS REQCESTED r7 RETURNED FOR CORRECTIONS RETURN FOR REVIEW AND COMMENT E COPIES FOR APPROVAL, COPIES FOR DISTRIBUTION CORRECTED PRINTS THE FOLLOWING ITEMS: 0 ANALYSIS E] SPECIFICATIONS COPY TO /L� - -- SIGNED .. yjs FEB -25 -1991 17:41 S FROM TAYLOR ENGINEERING TO 4564715 P.01 �'' Taylor Engineering, . Civil Design and Land Plannin West 108 Mission Avenue, Suite. 208 Spokane, Washington 99201 Phone: (509) 328 -3371 FAX (509) 328 -8224 MEMORANDUM VIA FACSIMILE To: . 4PL • 'J4-y P Attn: —4kef-V rj m--c FAX ( *716 From: Inc. Date: Time: _ S: Subject: &P zil-90 Message consists o!i- page(s) including cover sheet R60649 sictN o)c:�w.$ aK III M MM RopA A ocwX6N7Z i S FEB -25 -1991 17:42 FROM TAYLOR ENGINEERING TO 4564715 P.02 DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED DECLARATION OF COVENANT• In consideration of the approval by Spokane County of ASP E8 -90 (hereinafter referred to as the Development "), the undersigned covenants and agrees that: (1) The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's office. (2) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage faoilitics in conformance with approved plans on file with the County Engineer's office. (4) Maintenance financing of the private roads and amnadated drainage facilities shall bo in manner determined by the owners of; a. the majority of lots served by such private road; b. the majority of frontage of lots served by such private road; C. the majority square footage of lots served by such private road; or d. (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attornPyrn' fees from any owner of any lot within tho Development which is similarly nerved who refuses to participate in the road and dr ainage facilities, construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or mainWa or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road, or assmiatod drainago facilities. (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage . facilities as provided herein. IN WITNESS WHEREOF, TIIL AFORESAID OWNERS HAVE HEREUNTO SET THERE HANDS UPON THE DATES SHOWN. T. • iAUI DATE LILY ANN COMM DATE STATE OF WASHINGTON ) THiS IS TO CERTIFY THAT ON THE DAY OF : ss , 18 , BEFORE ME, THE UNDERSIGNED County of Spokane ) - A - NOTARY PUBLIC, PERSONALLY APPEARED HERBERT COMM AND LILY ANN COMM, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE 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 ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING 1N SPOKANE. FEB -25 -1991 17:43 FROM TAYLOR ENGINEERING TO 4564715 P.03 , DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN R.EQuIREn DECLA RATION OF COVENANT: In consideration of the approval by Spokane County of B P 28 -90 (hereinafter referred to as the Development "), the undersigned covenants and agrees that; (1) The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's office. (2) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be respnnsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file with the County Engineer's office, (4) Maintenance financing of the private roads and associated drainage facilities shall be in manner determined by the owners of: a. the majority of lots served by such private road; b. the majority of frontage of lots served by such private road; C. the majority square footage of lots served by such private road; or d. (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner shall execute any documents acccssary to accomplish such dedication. (B) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from siky uwner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities, construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road, or associated drainage facilities. (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein, THE JARVIS PROPERTIES BY DATE ITS STATE OF WASHINGTON ) THIS 1S TO CERTIFY THAT ON TIE DAY OF ss ,19�, BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BF. THE OF THE JARVIS PROPERTIES, A WASHINGTON PARTNERSHIP WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND PURPOSES TIMREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID PARTNERSHIP. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE, TOTAL P.03 DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED DECLARATION OF COVENANT: In consideration of the approval by Spokane County of Pinecroft BSP 28 -90 (hereinafter referred to as the Development "), the undersigned covenants and agrees that: (1) The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's office. (2) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file with the County Engineer's office. (4) Maintenance financing of the private roads and associated drainage facilities shall be in manner determined by the owners of: a. the majority of lots served by such private road; b. the majority of frontage of lots served by such private road; C. the majority square footage of lots served by such private road; or d. (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner, shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities, construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road, or associated drainage facilities. (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. IN WITNESS WHEREOF I HAVE HERE TO SET MY HAND AND AFFIXED MY SEAL THIS DAY OF , 1990 STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF ss 19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED ---------------------------------------------- , TO ME KNOWN TO BE THE OF 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 ON BEHALF OF SAID CORPORATION. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF ss 1 19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED AND HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. DATE DATE WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. Taylor Engineering, Inc. �i A. 108 Mission Avenue, Suite 208 Spoknne, Weehington 90201 809 920 -3971 PAX 328 -8224 T0: � P te""` 4 �ggQ ENDING YOU 0 ATTACHED [D UNDER SEPARATE COVER 0 SHOP DRAWINGS O PRINTS O PLANS 0 Copy OF LETTER O CHANGE ORDER 0 0 ANALYSIS TEE FOLLOWING ITEMS: 0 SPECIFICATIONS COPY TO SIGNED LE OF TRANSMITTAL THESE ARE SUBMITTED AS CHECKED BELOW: .:G APPROVAL 0 APPROVED AS SUBMITTED 0 RESUBMIT .— COPIES FOR APPROVAL 0 FOR YOUR USE 0 APPROVED AS NOTED 0 SUBMIT _ COPIES FOR DISTRIBUTION 0 AS RZQUESTED 0 RETURNED FOR CORREC77ONS 0 RETURN .--_ CORRECTED PRINTS 0 FOR REVIEW AND COMMENT p ' 9206050551 . BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 92 0730 _ RECOVE® IN THE MATTER OF ) JUL 1 419 §2 VACATION ON ) RESOLUTION JOHNSON STREET ) VACATION1hB9[I COUNTY ENGINEER'S ROAD FILE NO. 1201 -K ) This being the day set for the hearing on the County Engineer's Report on the proposed vacation of JOHNSON STREET, proceedings for which were initiated by Preliminary Resolution No. 92 -0602, and it appearing to the Board on proof duly made that notice of the hearing was published and posted in the manner and for the time required by law, and the Board after examining all claims and all maps and papers on file and after hearing the evidence adduced at the hearing and it appearing that the hereinafter described JOHNSON STREET is useless and the same is longer needed as a part of the general road system within the County and that the public will be benefited by such vacation. THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described portion of public road to -wit: JOHNSON STREET - 30 feet wide, from a line parallel and 15 feet north of the south line of Tract 108 Pinecroft First Addition to the southerly line of the Spokane & Inland Empire Railway (BNRR). Located in the Southwest Quarter (SW 1/4) of Section 9, Township 25 North, Range 44 E.W.M. be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington, this 2nd. day of June, 1992. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON F thn R. ' , i ATTEST: WILLIAM E. DONAHUE RI=GEPJED FILED OR RECORDED REQUEST OF _( 7 JUN 5 3 41 PH '92 n�k.�w�unmo-r.�om.m WILLWA E. 5 AUDITOR SPOKANE COUNTY. WASH. 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A1111 WE ARE SENDING YOU PATTACHED Ej UNDER SEPARATE COVER VU ED SHOP DRAWINGS M PRINTS O PLANS Iq COPY OF LETTER O CHANGE ORDER El 0 ANALYSIS THE FOLLOWING ITEMS: 0 SPECIFICATIONS COPIES DATE N0. DESCRIPTION 0 FOR YOUR USE APPROVED AS NOTED SUBMIT — COPIES FOR DISTRIBUTION 2q AS REQUESTED RETURNED FOR CORRECTIONS 19A 7 E133N19A13 A! "I s :::`at3i5 FOR REVIEW AND COMMENT Q 's q� �N THESE ARE SUBMITTED AS CHECKED BELOW 0 FOR APPROVAL APPROVED AS SUBMITTED RESUBMIT — COPIES FOR APPROVAL 0 FOR YOUR USE APPROVED AS NOTED SUBMIT — COPIES FOR DISTRIBUTION 2q AS REQUESTED RETURNED FOR CORRECTIONS ED RETURN — CORRECTED PRINTS Ej FOR REVIEW AND COMMENT Q COPY TO �[� =mfl ,�L LI WM4 COPY TO �[� �s First American Title Company of Spokane East 40 Trent Avenue • Spokane. WA. 99202 • (509) 456 -0550 • FAX (509) 747 -2761 q� SECOND AMENDED PLAT CERTIFICATE REPORT Order No.: 69666 -JD TAYLOR ENGINEERING Proposed Plat of: BINDING SITE PLAT NO. 28 -90 106 WEST MISSION, SUITE 104 SPOKANE, WASHINGTON ATTN: SCOTT BUSH This is a certificate as of July 13, 1992 at 8:00 A.M., for a plat of the following property: All that certain real property being a portion of PINECROFT FIRST ADDITION, according to plat recorded in Volume "M" of Plats, Page 35, in the S.W. 1 /4 of Section 9, T.25N., R.44E., W.M., Spokane County, Washington, described as follows: Beginning at the Southwest corner of Tract 108 of said plat of Pinecroft First Addition; thence North 15.00 feet; thence S.89 0 39'45 "W., 15.00 feet, to the centerline of Johnson Road; thence North, along said centerline, 520.79 feet to the South right of way line of the Burlington Northern Railroad; thence S.80° 12'07 "E., along said right of way line, 906.62 feet, to the centerline of vacated Bowdish Street; thence South, along said centerline, 176.24 feet; thence S.89039'45" W., 150.09 feet; thence N.88 °42' 17" W., 64.92 feet; thence S.89 ° 16'45 "W., 231.73 feet, to the centerline of vacated Woodward Street; thence South, along said centerline, 190.30 feet; thence S.89 °39'45 "W., 15.00 feet; thence South, 10.00 feet, to the Southeast corner of Tract 108 of said Plat of Pinecroft First Addition; thence S.89 0 39'45 "W., along the South line of said Tract 108, 416.70 feet to the point of beginning. This Company certifies that record title is vested in HERBERT COMM AND LILY ANN COMM, HUSBAND AND WIFE AS TO THAT PORTION LYING WITHIN LOT 110; AND RICHARD B. JARVIS AND RUTH L. JARVIS, DOING BUSINESS AS JAY INVESTMENT COMPANY AS TO THE REMAINDER., free from all liens, encumbrances and objections, except as follows: 1. Last Half General Taxes: Year: 1992 RECOVIE® Amount Due: $2,123.45 JUL 21 1992 Assessed Value of Land: $240,000.00 Tax Account No.: 45093.0632 ISO* .Loeu, Second Amended Order No.: 69666 -JD Page 2 Paragraph No. 1 Continued: (a) Last Half General Taxes: Year: 1992 Amount Due:$398.97 Assessed Value of Land: $45,000.00 Tax Account No.: 45093.0633 (b) Last Half General Taxes: Year: 1992 Amount Due:$443.19 Assessed Value of Land: $50,000.00 Tax Account No.: 45093.0634 2. Deed of Trust and the terms and conditions thereof: Grantor: James R. Wilharm and Mary Ann Wilharm, husband and wife Trustee: Pioneer National Title Insurance Company, a corporation Beneficiary: Herbert Comm and Lily Ann Comm, husband and wife Original Amount: $209,916.10 Dated: April 20, 1984 Recorded: April 23, 1984 Recording No.: 8404230115 Volume /Page: 688/993 Second Amended Order No.: 69666 -JD Page 3 NOTES: 1. Inquiry should be made of the Spokane County Utilities at (509) 458 -2538 to ascertain if any user fees relating to the aquifer protection area are payable at this time. Any such amounts may become liens upon the property at a later date. This Company further certifies that all taxes and assessments levied and chargeable have been fully paid except as noted above. Charge: $125.00 Tax: $ 9.75 FIRST AMERICAN TITLE INSURANCE COMPANY JD /m ca CC: Jay Investment Co., Richard Jarvis , r . s z First American Title Company of Spokane Best 704 First Avenue • .Spokane. Wa.shirig l,nr 99209 • 1.509 955 - 0.5.50 ORDER NO. / MAP VOL MPAGE:�r/ SCC TF:?_RGE j i T f I� pg I' I ry /VH ` /0� � 1 F N. /qU 226.7 ° n _ /6-9 3ys7 1 -100 r 39E 7- 93 jof 107. 3y6.4• _ /0 IN i0z /03 !� V) TG !1 � � - - 3y72 1 6.3 Ia I T f I� pg I' I ry /VH ` /0� � 1 F N. /qU 226.7 ° n _ /6-9 I t. //0 1, . I 4it / G b c a /90 I� 26.7 — 7- 93 It , 4 7 I� /// a 107. _ /0 IN ,II x %1 7 . .II !� V) TG !1 � � 4:110 1 y 0 • f� / Ia I 619 l a � :,a •- t 70 ; ; 7.3 7� :;jar. r - jseQ_. I-- -- - --- r -- This sketch is furnished as a courtesy only by First American Title Insurance Company and it is NOT a part of any title commitment or policy of title insurance. This sketch is furnishE solely for the purpose of assisting in locating the premises and does not purport to show a] highways, roads or easements affecting the property. No reliance should be placed upon tii< sketch for the location or dimensions of the property and no liabili *v is assumed for the correctness thereof. Aljdicted u'ah Firs! Amerimn Title! ^.surcnre Camp. Taylor Engineering, Inc. W. 108 Mission Av ue, Suite 208 Spokane. Washington 99201 (309) 928 -3371 (PAR) 328 -8224 LETTER OF TRANSMITTAL DATE JOB. N0. ATTENTIO RE: FD 1 4 Wz i I WE ARE SENDING YOU E(ATTACHIOI 0 UNDER SEPARATE COYER VIA WE FOLLOWINGE:rTEMS: , 0 SHOP DRAWINGS 0 PRINTS PI PLANS O ANALYSIS 0 SPECIFICA 0 COPY OF LETTER 0 CHANGE ORDER 0 COPIES DATE NO. DESCRIPTION koAlb 1 P646 PLAnjj —' 4 -1-I C THESE ARE SUBMITTED AS CHRCM BELOW: 0 FOR APPROVAL 0 APPROVED AS SUBMITTED 0 RESUBMIT COPIES FOR APPROVAL 0 FOR YOUR USE 0 APPROVED AS NOTED 0 SUBMIT COPIES FOR DISTRIBUTION 0 AS REQUESTED 0 RETURNED FOR CORRECTIONS 0 RETURN f� FOR REVIEW AND COMMENT 0 — CORRECTED PRINTS COPY TO SIGNED'�.���,�