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LPF-22-00002 Suncadia Ph 3 Div 17 Revised Final Plat Mylars 3-25-22
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2022-04-19 10:00 AM - Commissioners' Agenda
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LPF-22-00002 Suncadia Ph 3 Div 17 Revised Final Plat Mylars 3-25-22
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Last modified
4/14/2022 12:11:33 PM
Creation date
4/14/2022 12:10:41 PM
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Meeting
Date
4/19/2022
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Alpha Order
n
Item
Request to Approve and Authorize the Chair's Signature on the Final Mylars for LPF-22-00002 and LP-21-00002 Suncadia Ph 3 Div 17 Tumble Creek
Order
14
Placement
Consent Agenda
Row ID
88364
Type
Sign final mylars
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SUNCADIA - PHASE 3 DIVISION 17 <br />(TUMBLE CREEK) LL <br />A PORTION OF SECTION 15, T. 20 N., R. 14 E., W.M. <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR MAP NUMBERS 20-14-15000-0002 AND 20-14-15000-0005 (PARCEL NUMBERS 11833 AND 16212) <br />UNPLATTED <br />9 10 <br />p <br />16 15 N 8976'19" W 2640.29' (ESM) -//i <br />FOUND 1" IRON PIPE WITH <br />FOUND 3-3/4" X 3-3/4" 1-1/2" ALUMINUM DISC <br />CONCRETE MONUMENT WITH 3" STAMPED: LS 22964 - <br />BRASS DISC STAMPED: "WASH. 1992 WITH PUNCH MARK, <br />DEPT. OF NATURAL RESOURCES - FLUSH WITH GROUND <br />1982", WITH PUNCH, UP 0.5 FEET (NOVEMBER 2005) <br />(NOVEMBER 2005) <br />n <br />N <br />w � <br />ut <br />i+) v <br />N <br />W M m <br />,O W <br />N V <br />b <br />W N <br />j `0 w <br />nl <br />N <br />Q N <br />Z <br />O <br />Z <br />400 200 O 400 800 <br />SCALE: 1 " = 400' <br />16 \15 __ N 88'57'11" W 2635.33' (ESM) <br />FOUND 1" IRON PIPE WITH 3" <br />BRASS DISC STAMPED: "DEPT. <br />OF NATURAL RESOURCES - <br />WASHINGTON 1983", WITH PUNCH, <br />UP 0.4 FEET (NOVEMBER 2005) <br />FOUND 3-1/2" X 3-1/2" <br />CONCRETE MONUMENT WITH 3" <br />BRASS DISC STAMPED: "WASH. <br />DEPT. OF NATURAL RESOURCES - <br />GKH - 1969", WITH PUNCH, UP <br />0.4 FEET (NOVEMBER 2005) <br />FOUND 5/8" REBAR AND CAP <br />STAMPED: "BAILEY 9743", FLUSH <br />WITH GROUND (NOVEMBER 2005) <br />1 <br />TRACT OS -4 <br />23,966,850 S.F. <br />(550.203 ACRES) <br />15 <br />6 15 N 88'33'22" W 2633.86' (ESM) <br />5 <br />21 22--77 <br />UNPLATTED 282 <br />PARCELS TO SOUTH APPEAR TO HAVE <br />BEEN SEGREGATED BY THOSE SURVEYS <br />RECORDED UNDER A.F. NOS. 450928, <br />450929, 450930, 452581 AND 456569 <br />N 88'57'11" W <br />2644.42' (ESM) <br />LEGEND BASIS OF BEARINGS <br />(ESM) BEARING AND/OR DISTANCE IS BASED UPON THE FIELD LOCATION BY ESM WAS:,INGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, <br />CONSULTING ENGINEERS LLC NAD 83/91. PROJECT IS REFERENCED VIA GPS TO NGS CONTROL <br />POINTS "EASTON" (PID SX0662) AND "U358" (PID SX0459). <br />SHEET NUMBER THE DISTANCES SHOWN HEREIN ARE GROUND DISTANCES. TO <br />CONVERT TO GRID DISTANCES, MULTIPLY BY A COMBINED <br />AVERAGE SCALE FACTOR OF 0.999870387. <br />SURVEY INSTRUMENTATION <br />SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY <br />UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: <br />EQUIPMENT USED: TOPCON GR -5 GNSS EQUIPMENT AND 10" TOTAL <br />STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS <br />REQUIRED BY WAC -332-130-100. <br />PROCEDURE USED: REAL TIME KINEMATIC <br />OR RAPID STATIC GPS AND FIELD <br />TRAVERSE WITH ACCURACY MEETING OR <br />EXCEEDING THE REQUIREMENTS OF <br />WAC -332-130-090. <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\998\807\020\SURVEY PLOTS\P3D17-FP-02.DWG <br />LP -21-00002 <br />LPF-22-00002 <br />(/NPLATTED <br />10 it <br />N 8910'37" W 2655.75' (ESM) 15� 14 <br />FOUND 1-1/2" IRON <br />PIPE IN MOUND OF ROCKS <br />(NOVEMBER 2005) <br />A-1 <br />N 30'41'21" W 43.82' <br />A-30'09'25"--- <br />R=430.00' <br />-30'09'25"--R=430.00' <br />L=226.33' p=3T56'4B"-C <br />R=470.00' <br />L=311.28' <br />N 22'53'58" W 101.53- <br />A=32'05'48" <br />R=330.00' <br />L=184.86' <br />FOUND 6" DIA. CONCRETE MONUMENT WITH <br />3" BRASS CAP STAMPED: "LS 33148" <br />(NOVEMBER 2005) <br />W&H PACIFIC SET AS A REPLACEMENT OF <br />THE 1-1/2" GALVANIZED IRON PIPE THEY <br />HAD RECOVERED. <br />N 88'34'59" W 2633.19 <br />UNPLATTED <br />ai <br />�JJ <br />i O. <br />O U1 `lLV O <br />o i v <br />Q <br />O�OO. <br />U = <br />h � <br />O <br />h Zo. <br />SQ <br />O <br />29'38 '46" E 171.98' ` <br />15% 14— — <br />a _ <br />w? <br />E: <br />w <br />dmm <br />Z w <br />0 <br />� N O <br />-tz <br />Nyv <br />Z w N <br />J O ^ O <br />OwzON/ <br />^� 43 O Z \ <br />w L4 C O <br />Q <br />O O ` ti (N W <br />N U x 00= <br />Z <br />o j UL <br />O Qz C) Q <br />O <br />h <br />Q <br />1 O jC�m <br />UJQZ <br />5` 14 C;1 <br />2 23 <br />6 15 N 88'33'22" W 2633.86' (ESM) <br />5 <br />21 22--77 <br />UNPLATTED 282 <br />PARCELS TO SOUTH APPEAR TO HAVE <br />BEEN SEGREGATED BY THOSE SURVEYS <br />RECORDED UNDER A.F. NOS. 450928, <br />450929, 450930, 452581 AND 456569 <br />N 88'57'11" W <br />2644.42' (ESM) <br />LEGEND BASIS OF BEARINGS <br />(ESM) BEARING AND/OR DISTANCE IS BASED UPON THE FIELD LOCATION BY ESM WAS:,INGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, <br />CONSULTING ENGINEERS LLC NAD 83/91. PROJECT IS REFERENCED VIA GPS TO NGS CONTROL <br />POINTS "EASTON" (PID SX0662) AND "U358" (PID SX0459). <br />SHEET NUMBER THE DISTANCES SHOWN HEREIN ARE GROUND DISTANCES. TO <br />CONVERT TO GRID DISTANCES, MULTIPLY BY A COMBINED <br />AVERAGE SCALE FACTOR OF 0.999870387. <br />SURVEY INSTRUMENTATION <br />SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY <br />UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: <br />EQUIPMENT USED: TOPCON GR -5 GNSS EQUIPMENT AND 10" TOTAL <br />STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS <br />REQUIRED BY WAC -332-130-100. <br />PROCEDURE USED: REAL TIME KINEMATIC <br />OR RAPID STATIC GPS AND FIELD <br />TRAVERSE WITH ACCURACY MEETING OR <br />EXCEEDING THE REQUIREMENTS OF <br />WAC -332-130-090. <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\998\807\020\SURVEY PLOTS\P3D17-FP-02.DWG <br />LP -21-00002 <br />LPF-22-00002 <br />(/NPLATTED <br />10 it <br />N 8910'37" W 2655.75' (ESM) 15� 14 <br />FOUND 1-1/2" IRON <br />PIPE IN MOUND OF ROCKS <br />(NOVEMBER 2005) <br />A-1 <br />N 30'41'21" W 43.82' <br />A-30'09'25"--- <br />R=430.00' <br />-30'09'25"--R=430.00' <br />L=226.33' p=3T56'4B"-C <br />R=470.00' <br />L=311.28' <br />N 22'53'58" W 101.53- <br />A=32'05'48" <br />R=330.00' <br />L=184.86' <br />FOUND 6" DIA. CONCRETE MONUMENT WITH <br />3" BRASS CAP STAMPED: "LS 33148" <br />(NOVEMBER 2005) <br />W&H PACIFIC SET AS A REPLACEMENT OF <br />THE 1-1/2" GALVANIZED IRON PIPE THEY <br />HAD RECOVERED. <br />N 88'34'59" W 2633.19 <br />UNPLATTED <br />ai <br />�JJ <br />i O. <br />O U1 `lLV O <br />o i v <br />Q <br />O�OO. <br />U = <br />h � <br />O <br />h Zo. <br />SQ <br />O <br />29'38 '46" E 171.98' ` <br />15% 14— — <br />a _ <br />w? <br />E: <br />w <br />dmm <br />Z w <br />0 <br />� N O <br />-tz <br />Nyv <br />Z w N <br />J O ^ O <br />OwzON/ <br />^� 43 O Z \ <br />w L4 C O <br />Q <br />O O ` ti (N W <br />N U x 00= <br />Z <br />o j UL <br />O Qz C) Q <br />O <br />h <br />Q <br />1 O jC�m <br />UJQZ <br />5` 14 C;1 <br />2 23 <br />
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