No preview available
HomeMy WebLinkAboutSurvey 203700 w 0 0 0 z i S89'56'15"E(A,B,D)* N8T56'15"W 669.11' TO CENTERLINE NW 25TH STREET S89'56'15"E 212.12' 162.12' i W a w o F- o o Z N �--5' PUE DEVELOPMENT z TRACT C \ \ LZ INITIAL POINT CN 1/16 CORNER REFERENCES (A) LOT LINE ADJUSTMENT BY JOHN TAYLOR HAGLUND, FILED m AUGUST 1, 2017, AS COUNTY SURVEY NO. CS 19452. v w � (B) LOT LINE ADJUSTMENT SURVEY FOR HAYDEN HOMES, o w LLC. BY JOHN TAYLOR HAGLUND, FILED OCTOBER 18, `� o 2018, AS COUNTY SURVEY NO. CS 19778. o co z� �o (C) PLAT OF MAPLE MEADOWS, PHASE 3 BY JOHN TAYLOR C) HAGLUND, RECORDED JANUARY 18, 2019, SUBDIVISION CABINET I, PAGE 679, DESCHUTES COUNTY OFFICIAL RECORDS, FILED AS COUNTY SURVEY NO. CS 19843. (D) PLAT OF MAPLE MEADOWS, PHASE 4 & 5 BY ANDREW HUSTON, RECORDED OCTOBER 8, 2019, SUBDIVISION CABINET 1, PAGE 801, DESCHUTES COUNTY OFFICIAL RECORDS, FILED AS COUNTY SURVEY NO. CS 20034. i (E) STATUTORY WARRANTY DEED, RECORDED JUNE 8, 2020, AS INSTRUMENT NO. 2020-26410. I rr+rw Ir% J& 0 COID 0 NW KINGWOOD AVENUE O o M - - 50.00' ` • 0 ri 0 0 EMERGENCY `r ACCESS w DEVELOPMENT 00 EASEMENT Q; TRACT A oI o MC) �-N89'56'15"W 50.00'-' N *�o©� p *�, MAPLE MEADOWS, PHASE 6 A SUBDIVISION OF PARCEL 2, DOCUMENT NO. 2019-2960 AND DOCUMENT NO. 2020-26410 LOCATED IN THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 8, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON OCTOBER 2020 SCALE 100 .0 50 100 200 ( FEET in[/ -I I - Inn rr-F_T Z)ou Jb L I U9�up)- zoi-oz) - COMMON AREA TRACT L ' DESTROYED DURING CONSTRUCTION, SET 5/8" IRON ROD WITH YELLOW PLSATIC CAP STAMPED "PARAMETRIX" STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-112 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD CENTRAL OREGON IRRIGATION DISTRICT PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) EASEMENT CLOSURE LINE X SIXTEENTH LINE SEC 8, T15S, R13E, WM Ar%r-A ^I IRARAAr%%Z ruDLI%. P[VliLJVY ATZ) = L.01 HI.KC.7 LOTS 139 THRU 161 = 2.76 ACRES ALLEY = 0.10 ACRES COMMON AREA TRACTS S & T = 1.37 ACRES = R nl AC RFS LINE TABLE LINE NO. LENGTH BEARING L31 12.00' N34' 14' 171 L32 49.67' N30'35'54"E L33 27.40' N28'41'01 "E L34 13.30' N23'09'49"E L35 26.22' N23'09'49"E LINE TABLE LINE NO. LENGTH BEARING L36 24.47' N22' 10'07"E L37 4.97' N22'22'00"E L38 11.32' N22'22'00"E L39 22.93' N11'40'54"E L40 8.74' N36'04'45"E CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1(D)* 28.41' 370.00' V24'00" 28.41' N07'09'00"E C2(D)* 68.06' 430.00' 9'04'07" 67.99' NOT48'561 NW KINGWOOD AVENUE N89'56'15"W _ /_ PUBLIC UTILTTY EASEMENT 0 0 0 -13.00' 13.00' - N00'03'35"W 6.00'-/L N89'56'15"W N89'56'15"W �S00'03'35"E 6.00' 9.50o r 9.50' 1 q N00'03'35"W 10.00"'el ~-S00'03'35"E 10.00' N89'56'15"W 7.00' uj a M LOT 140 o LOT 141 b 0 cn fZ&_N� DETAIL B N 1 "=10' SHEET 2 0 0 0 E 1/16 CORNER �oq m 0 0 0 CN W it- cq ai ul C'4 LINE TABLE LINE NO. LENGTH BEARING L1(D)* 3.70' NO' 16'52"E L2(C,D)* 60.00' N89'43'08"W L3(C,D)* 73.53' N89'56'15"W L4(E)* 40.00' S89'42'20"E L5(E)* 63.96' NO'08'38"E NW KINGWOOD AVENUE N89'56'15"W _ PUBLIC UTILTTY EASEMENT N00'03'35'1N 6.00' L N89'56'15"W 9.50' -10 co N00'03'35"W 10.00'J N89'56'15"W 7.00'-/ LOT 146 13.00, N89'56'15"W J �S00'03'35"E 6.00' 9.50' 1'*__�S00'03'351 10.00' w o LOT 147 b 0 cn DETAIL N 1 "=10' SHEET 2 NE 1/16 CORNER REGISTERED PROFESSIONAL .AND SURVEYOR OREGON JAN. 21, 2009 ANDREW N. HUSTON 14 7 EXPIRES: 6/30/2021 L40 S89'56' 15"E 85.11' _ - 40.88'`)�� 37.63' �' - 40.14'r Ll8 L19 1 00 NW KINGWOOL29 ► I AVENUE L37S89'56'151 '; ' 40.4�3, ' 38.28' -1- 48.44' _-AW 21.20F /- �a4LL27_1 v z / ao �- COID C LATERAL CENTERLINE PER INST. NO. 18-42 '50' L31 i / �o L12 / ¢ .00' Lll / � / /�ti DEVELOPMENT / TRACT C o to / to �-/5' PUE / 64,077 SF KL8 / COID C LATERAL / L ACCESS ROAD EASEMENT N / PER INST. NO. 18 42 co C) 26.41' / r N OR [30.56' / Op N 61 N89'56'21 "E g2L DETAIL E w1 "=60' SHEET 2 LINE TABLE LINE NO. LENGTH BEARING L8 17.26' N34'10'04"E L9 51.62' N34' 14' 17"E L10 51.49' N30'35'54"E L11 22.83' N30'35'54"E L12 28.66' N30'35'54"E L13 29.84' N28'41'01 "E L14 41.65' N23'09'49"E L15 24.73' N22'10'07"E L16 20.25' N22'05'21 "E L17 17.80' N11'40'54"E L18 17.37' N36'04'45"E L19 8.54' N0447'00"E LINE TABLE LINE NO. LENGTH BEARING L20 42.90' S34'10'04"W L21 54.04' N34° 14' 17"E L22 55.25' N30'35'54"E L23 34.87' N28'41'01 "E L24 46.06' N23'09'491 L25 25.27' N22'10'07"E L26 26.84' N22'22'001 L27 8.82' N11'40'54"E L28 18.03' N36'04'45"E L29 4.29' N36'04'45"E L30 36.65' N04'47'00"E CS to37o DESCHUTES COUNTY SURVEYOR FLED 11 2D 20zo 8Y: ,Dram.. `r' I LOT 139 co I oz C7 5.16' - -_IC8 S00'03'35"E 99.87' L 42.20' 57.67' z TRACT S z DETAIL f F 1 "=20' SHEET 3 SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FEET S89'43'08"E 196.36' 30.00' - 15.00' ham- �,p' PVE 156.32' 10.03' S89'43'08"E 155.98' ( 127.98' I LOT 161 O 1 4,863 SF w N89'43'08"W 127.97' U) -U-) N CD o CD to q mr WI z r- Q m N N W ct to r W CV c�D U-) CO Z CO O O 00 0 M z z 1 30.00' PUAE tp VARIES 30' r- 10.04' S89'56'15"E(A,B)* N8T56'15"W(D)* • �i i U i i 30' N U U ' U1 Lu co 2 to N z 30, LOT 160 4,863 SF N89'43'08"W 127.96' 1 I LOT 159 1 4,862 SF N89'43'08"W 127.94' 28.00' o M MAPLE MEADOWS, PHASE 6 A SUBDIVISION OF PARCEL 2, DOCUMENT NO. 2019-2960 AND DOCUMENT NO. 2020-26410 LOCATED IN THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 8, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY,OREGON OCTOBER 2020 S8T56'15"E 423.01' L4 30.00, `� I 10.00' I � I I 1 5' PUE-1 COMMON AREA TRACT T I 58,548 SF I I o 1 0 N 00 F- W Q' Lo w w N F-- PRIVATE ALLEY S89'56'151 412.19' �� I o z 1 0 0 4,511 SF 50.00' 50.00' 50.00' 50.00' 50.00' 62.00' 50.00' 50.19'00 I N I M �} Z 00 O to I oi C, N I � m � � O O O O O O O O � O CD O O O O O O O O O00 I I Y V' N o LOT 157 W LOT 156 W LOT 155 W LOT 154 W LOT 153 W LOT 152 w LOT 151 W LOT 150 w I 40' 5,500 SF r � 5,500 SF 5,500 SF 5,500 SF 5,500 SF 6,820 SF 5,500 SF � 5,521 SF 1 I o 0 0 0 0 0 0 0 z z z z z z z z 1 30' 10' LOT 158 z I 6,063 SF 11.00' 1 127.93' 28.00' 50.00' 50.00' 50.00' 50.00' 50.00' 62.00' 50.00' 50.19' 1 uj 0 S89'56' 15"E 579.13' 10.00' CD NW KINGWOOD AVENUE M o 63.53' - - N89 5615"W 1244.76 (SPAN TO WEST LINE OF NW 27TH STREET) DESTROYED DURING CONSTRUCTION, SEE DETAIL B, SET 1" COPPER PLUG IN CONCRETE ON SHEET 2 STAMPED PARAMETRIX o r \ o O u-I 50.00' - - 50.00' 40.00' 50.00' 4.87 SEE DETAIL F, -1 F ON THIS SHEET 10.00, PUE c co cq cn LOT 139 w LOT 140 W LOT 141 w LOT 142 4,994 SF 4,994 SF M 3,995 SF M 4,994 SF rn o Mo 0 U u7 N (cDk on N M NLL ro t- co O V to o c� col ~ 14.42' 10.00' 50.00' - 50.00' i� oq !i LOT 143 Lo 4,994 SF rri O O O (n L1 ' • ,-30.00 _ J , - 30.00' ' 1 50.00' 50.00' 40.00' 40.00' 50.00' _ • L2 • • • • N89'56'031N 556.42'(C,D)* SEE DETAIL G, a ON THIS SHEET LOT 95 LOT 94 LOT 93 LOT 92 Qd� ( LOT 91 �aQ�a U w U U NLo r Z (n J - 30.00' �J - 30.00' DETAIL N 1 "=10' SHEET 3 575.65' N89'56'15"W 546.87' 62.00' a� oq ! u LOT 144 Lo 6,193 SF r� O O O N 12.00' 62.00' 50.00' 50.00' b� OR w LOT 145 Lo 4,995 SF M O b CD 50.00' NE 1/16 CORNER SEE DETAIL C, b ON SHEET 2 0 00 to 50.00' 50.00' 40.00' 50.00' 4 - - - - - - - - - - - - - - - - r - U I O to w cq 00 rn rn m oi w LOT 146 ,-, LOT 147 w LOT 148 w LOT 149 rn o 4,995 SF 4,995 SF 3,996 SF M 4,995 SF (n o o 0 O O O O N CD(on (on 50.00' DESTROYED BY FENCE CONSTRUCTION, NOT REESTABLISHED LOT 90 LOT 89 • LOT 88 LINE TABLE LINE NO. LENGTH BEARING L1(D)* 3.70' NO* 16'52"E L2(C,D)* 60.00' N89'43'08"W L3(C,D)* 73.53' N89'56'15"W L4 40.00' S89'42'20"E L5 63.9C N908'38"E L6 3.70' SO' 16'52"W L7 3.70' NO'16'52"E 50.00' 19.14'.._.,- 30.86'' 40.00' SEE DETAIL H, ON THIS SHEET LOT 87 10' 50.00' P CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1(D)* 28.41' 370.00' 4724'00" 28.41' N07'09'00"E C2(D)* 68.06' 430.00' 9'04'07" 67.99' N04.48'561 C3 38.15' 430.00' 5'04'58" 38.13' SO6'48'31 "W C4 58.56' 370.00' 9'04'07" 58.50' SO4°48'56"W C5 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C6 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C7 39.77' 440.00' 5'10'43" 39.75' N06'45'38"E C8 2.75' 360.00' 0*26'15" 2.75' S09'07'52"W LEGEND L O Cod 0 PUE PURE FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND ACCESS EASEMENT w LOT 149 -ro 4,995 SF o C) (n EXISTING CITY OF REDMOND SANITARY SEWER EASEMENT PER INSTRUMENT NO. 2019-36325 12 8.84' i • N8T56'03"W P� LOT 87 oK�o`�& a DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e� 50.00' i� oq !i LOT 143 Lo 4,994 SF rri O O O (n L1 ' • ,-30.00 _ J , - 30.00' ' 1 50.00' 50.00' 40.00' 40.00' 50.00' _ • L2 • • • • N89'56'031N 556.42'(C,D)* SEE DETAIL G, a ON THIS SHEET LOT 95 LOT 94 LOT 93 LOT 92 Qd� ( LOT 91 �aQ�a U w U U NLo r Z (n J - 30.00' �J - 30.00' DETAIL N 1 "=10' SHEET 3 575.65' N89'56'15"W 546.87' 62.00' a� oq ! u LOT 144 Lo 6,193 SF r� O O O N 12.00' 62.00' 50.00' 50.00' b� OR w LOT 145 Lo 4,995 SF M O b CD 50.00' NE 1/16 CORNER SEE DETAIL C, b ON SHEET 2 0 00 to 50.00' 50.00' 40.00' 50.00' 4 - - - - - - - - - - - - - - - - r - U I O to w cq 00 rn rn m oi w LOT 146 ,-, LOT 147 w LOT 148 w LOT 149 rn o 4,995 SF 4,995 SF 3,996 SF M 4,995 SF (n o o 0 O O O O N CD(on (on 50.00' DESTROYED BY FENCE CONSTRUCTION, NOT REESTABLISHED LOT 90 LOT 89 • LOT 88 LINE TABLE LINE NO. LENGTH BEARING L1(D)* 3.70' NO* 16'52"E L2(C,D)* 60.00' N89'43'08"W L3(C,D)* 73.53' N89'56'15"W L4 40.00' S89'42'20"E L5 63.9C N908'38"E L6 3.70' SO' 16'52"W L7 3.70' NO'16'52"E 50.00' 19.14'.._.,- 30.86'' 40.00' SEE DETAIL H, ON THIS SHEET LOT 87 10' 50.00' P CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1(D)* 28.41' 370.00' 4724'00" 28.41' N07'09'00"E C2(D)* 68.06' 430.00' 9'04'07" 67.99' N04.48'561 C3 38.15' 430.00' 5'04'58" 38.13' SO6'48'31 "W C4 58.56' 370.00' 9'04'07" 58.50' SO4°48'56"W C5 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C6 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C7 39.77' 440.00' 5'10'43" 39.75' N06'45'38"E C8 2.75' 360.00' 0*26'15" 2.75' S09'07'52"W LEGEND L O Cod 0 PUE PURE FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND ACCESS EASEMENT w LOT 149 -ro 4,995 SF o C) (n EXISTING CITY OF REDMOND SANITARY SEWER EASEMENT PER INSTRUMENT NO. 2019-36325 12 8.84' i • N8T56'03"W P� LOT 87 oK�o`�& a DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e� 50.00' DESTROYED BY FENCE CONSTRUCTION, NOT REESTABLISHED LOT 90 LOT 89 • LOT 88 LINE TABLE LINE NO. LENGTH BEARING L1(D)* 3.70' NO* 16'52"E L2(C,D)* 60.00' N89'43'08"W L3(C,D)* 73.53' N89'56'15"W L4 40.00' S89'42'20"E L5 63.9C N908'38"E L6 3.70' SO' 16'52"W L7 3.70' NO'16'52"E 50.00' 19.14'.._.,- 30.86'' 40.00' SEE DETAIL H, ON THIS SHEET LOT 87 10' 50.00' P CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1(D)* 28.41' 370.00' 4724'00" 28.41' N07'09'00"E C2(D)* 68.06' 430.00' 9'04'07" 67.99' N04.48'561 C3 38.15' 430.00' 5'04'58" 38.13' SO6'48'31 "W C4 58.56' 370.00' 9'04'07" 58.50' SO4°48'56"W C5 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C6 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C7 39.77' 440.00' 5'10'43" 39.75' N06'45'38"E C8 2.75' 360.00' 0*26'15" 2.75' S09'07'52"W LEGEND L O Cod 0 PUE PURE FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND ACCESS EASEMENT w LOT 149 -ro 4,995 SF o C) (n EXISTING CITY OF REDMOND SANITARY SEWER EASEMENT PER INSTRUMENT NO. 2019-36325 12 8.84' i • N8T56'03"W P� LOT 87 oK�o`�& a DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e� 50.00' 19.14'.._.,- 30.86'' 40.00' SEE DETAIL H, ON THIS SHEET LOT 87 10' 50.00' P CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1(D)* 28.41' 370.00' 4724'00" 28.41' N07'09'00"E C2(D)* 68.06' 430.00' 9'04'07" 67.99' N04.48'561 C3 38.15' 430.00' 5'04'58" 38.13' SO6'48'31 "W C4 58.56' 370.00' 9'04'07" 58.50' SO4°48'56"W C5 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C6 63.31' 400.00' 9'04'07" 63.25' N04'48'56"E C7 39.77' 440.00' 5'10'43" 39.75' N06'45'38"E C8 2.75' 360.00' 0*26'15" 2.75' S09'07'52"W LEGEND L O Cod 0 PUE PURE FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND ACCESS EASEMENT w LOT 149 -ro 4,995 SF o C) (n EXISTING CITY OF REDMOND SANITARY SEWER EASEMENT PER INSTRUMENT NO. 2019-36325 12 8.84' i • N8T56'03"W P� LOT 87 oK�o`�& a DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e� LEGEND L O Cod 0 PUE PURE FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "HHPR INC" PER REFERENCES (A, B AND C), UNLESS OTHERWISE NOTED FOUND 3/4" INSIDE DIAMETER IRON PIPE PER CS00996 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" PER REFERENCE (D), UNLESS OTHERWISE NOTED SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUMENTATION SET 5/8" IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX" TO BE SET DURING POST MONUNMENTATION SET 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX" RECORD DATA PER CITED REFERENCE MEASURED DATA SAME AS RECORD PLAT BOUNDARY LINE LOT & RIGHT-OF-WAY LINE CENTERLINE ROAD RIGHT-OF-WAY EASEMENT (AS NOTED) PUBLIC UTILITY EASEMENT PUBLIC UTILITY AND ACCESS EASEMENT w LOT 149 -ro 4,995 SF o C) (n EXISTING CITY OF REDMOND SANITARY SEWER EASEMENT PER INSTRUMENT NO. 2019-36325 12 8.84' i • N8T56'03"W P� LOT 87 oK�o`�& a DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e� DETAIL H N 1 =10, SHEET 3 REGISTERED PROFESSIONAL LAND -SURVEYOR JAN. 21, 2009 ANDREW N. HUSTON #61407 EXPIRES: 6/30/2021 x SEC 8, T15S, R13E, WM SURVEY PREPARED FOR: HAYDEN HOMES, LLC Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES l^ 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97702 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-7621-009 SURVEYED RAJ DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE AN H 1 "=40' APPROVED DATE ANH OCTOBER 23, 2020 0 0 z F_ w w cn CS 2 0 3 7 0 DESCHUTES COUNTY SURVEYOR FILED 11zo Zo2o By; Dvnk.e�