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HomeMy WebLinkAboutFinal Plat DAYSPRING SUBDIVISION NO. 1 BOOK , PAGE LOCATED IN A PORTION OF THE NW 1 /4 OF SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F 2026 2022-013694 POINT OF BEGINNING W. USTICK ROAD 32 33 W1/16� S89'18'58"E 2638.34' 1101/7945 5 4 1319.17' 1034.22' SECTION LINE - ^ 33 - N1/4 284.95' �I - ` 4 � N N NOTES 10 11 A \ \ 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC N 0 9 O 0 12 13 �� ire UTILITIES, DAYSPRING SUBDIVISION HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, I N 6 qA AND LOT DRAINAGE ADJACENT TO ANY PUBLIC STREET, INTERIOR LOT LINES,AND REAR LOT 00 r7 Q co LINES OR SUBDIVISION BOUNDARY AS SHOWN.THIS EASEMENT SHALL NOT PRECLUDE THE p ` CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. oN 2-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 00 BLOCK 2 3 ` ` 3-THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NAMPA&MERIDIAN IRRIGATION w rn c9 ` DISTRICT SERVICE AREA(208-466-7861)AND SETTLERS IRRIGATION DISTRICT(208-344-2471). U Z Z �� IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT THROUGH A PRESSURE IRRIGATION O © O ® O O a ` ,��, DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805(4), IDAHO I Q �� \ CODE. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND/OR SHARES AND INDIVIDUAL LOTS WILL REMAIN SUBJECT TO ASSESSMENTS FROM THE Z ��� APPLICABLE IRRIGATION ENTITIES,TO BE PAID THROUGH FEES ASSESSED BY THE Ol HOMEOWNERS ASSOCIATION.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON THE LAND. BLOCK 1 4-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN W. MCMURTREY STREET \ COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. \ 5-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. I N89°03'18"W �J? �BN89°10'32"W 6 BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE 7659" J L10 59.39' �� 11 ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. o S45°59 59 W 13 12 10 \ 7-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH ix r- 31.31 10 STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION `N THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC, BY ANY CHANGED I 90 CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS w O BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR w o EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE U� PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE o I p O ® ^ IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL Z BLOCK 3 FACILITY OR EXPANSION THEREOF. LJ 8-LOTS 1 AND 2 IN BLOCK 1; LOT 1 IN BLOCK 2; LOT 1 IN BLOCK 3;LOTS 1 AND 12 IN BLOCK 4; to LLJZ U O LOTS 1 AND 11 IN BLOCK 5;LOT 1 IN BLOCK 6; LOT 1 IN BLOCK 7; LOT 1 IN BLOCK 8 ARE �Np`Pj�E� R1W W a BLOCK 5 ? COMMON LOTS TO BE OWNED AND MAINTAINED BY THE DAYSPRING SUBDIVISION Nw1 I4 4,j3N' Q } © v © ? j HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET Z LU r p EASEMENTS FOR PUBLIC UTILITIES,DRAINAGE,AND DAYSPRING SUBDIVISION HOMEOWNERS o O O O O O O O O O O Q LLI BLOCK 6 o ASSOCIATION PRESSURE IRRIGATION. d O Q cn 9-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH U THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA \LLLi_LLij_LLVZ Z Z ® 0 COUNTY, IDAHO. ALLEY (PUBLIC) ® 9 � 10-A PORTION OF LOT 1 IN BLOCK 1; PORTIONS OF LOTS 1,2,3,4,5,6,7,8,9, 10 AND 11 IN �NP`P R1W BLOCK 3;AND HIGHWAYDIISTRICTPORTIONS OF SSTORM WATER DRAI 10 AND 11 IN N GEESYSTESERVIM.ENT THESE TOTHE O ADA COUNTY Q3 OO Nw1 4 4� ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET O O O O O O O O (g O O O O FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER N42°17'49"E DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO B OCK 4 SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND I 26.69' L6 1 MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. I LOCK 11-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LO J W. BOWMILLS DRIVE 07 LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. N41'09'45"W L4 „ 12-THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND 26.91 S45°49'28"W N89°10 32 W 432.11 C1 BLOCK 8 12'"LOW N89°02'23"W RESTRICTIONS TO BE RECORDED IN ADA COUNTY, IDAHO,AND AS MAY BE AMENDED. NO'49'28"E f 39.15' N47°30'20"W � J 5�I. 00 35.41' N89°10 32 W 69. 16.18' N89°10'32"W 27.08' L2 115.00' S52°00'18"W 37.00 00_010 ON 12.64' LEGEND Nw114 �,�3N ® FOUND ALUMINUM CAP MONUMENT ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED LINE TABLE CURVE TABLE 5 4 O SET 1/2" REBAR WITH PLS 11118 LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA BEARING CHORD / PLASTIC CAP W1 4 -08 SET 5/8" REBAR WITH PLS 11118 L1 6.07' SO'49'28"W n C1 12.98' 418.50' 1'46'37" S89'56'10"W 12.98' 2022-087286 ® PLASTIC CAP L2 20.00' N89'30'56"W ❑ CALCULATED POINT — - - — SECTION LINE L3 5.09' NO'49'28"E - - CENTER LINE L4 4.98' N89'10'32"W SUBDIVISION BOUNDARY LINE L5 20.00' NO'49'28"E LOT LINE L6 5.30' S89'12'15"E 18 LOT NUMBER L7 17.59' N54'32'23"W \ONp.LLAlyDs L8 23.38' S65'30'16"W ���S��GIs rFRF G�� Lan O futo O fuls SURVEYOR'S NARRATIVE L9 2.97' so49'28"w CLINTON W6 . HANSEN a 1 1 1 18 Land Surveying and Consulting L10 20.00' N89'10'32"W PLS 11118 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM N� PO Z 231 E. 5TH ST. SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, L11 2.98' NO'49'10"E �j J'F �O MERIDIAN, ID 83642 INFORMATION FROM RECORD OF SURVEY NUMBERS 4161,4250,6972, /�i OF 5 8879,8880,8965, 13137,AND CURRENT DEEDS OF RECORD. THE L12 23.37' N64'16'35"W 0' 40' 80' 160' r�N W.NP- (208) 288-2040 fax(208) 288-2557 SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 1" = 80' JOB N0. 21-26 SHEET 1 OF 5 DAYSPRING SUBDIVISION NO. 1 BOOK , PAGE W1i16 W. USTICK ROAD S89°19'04"E 1034.22' SECTION LINE 881.50' _ `� 152.71'b \ �,nn \ T- b �n ` L0 ` \RIGHT-OF-WAY LINE S89'19'04"E 830.75' SQ Sp S89'19'04"E 101.15' ` 35691 SF S8910'32"E 780.00' • 3639 SF 94.25' 116.75' 151.50 -�10.81' 151.50' 130.67' d, BLOCK 2 135.33' S88'57'58"E 1\4.54' N04 N \ 28' 28' N 3c I �\� � SKY PILOT 0 00 3 DRAIN � N ® � � � � o � o � 1 0 11834 SF o 0 120803 SF o 1 Mo 11 r jcy) 12 o N I 1 \ 0 15680 SF 15680 SF o � rn 13 I \ uicn o co 0 3523 SF 0 13885 SF W 1 8' \\ 6j0 ¢N ACCESS, WATER AND SEWER N Co I \\ \ o EASEMENT c� d d c5 I �8, N r? o \ S89'10'32"E 799.00' CY) 116.75' w w 116.75' 151.50' 151.50' 130.67' L �' 31.5' 1 28' " I \ v � - - - - - - - - - 131.83' I N \ice cN 04 -� - - 70'X44' o N **SEE NOTE 11** 4 I \ o z BLOCK 2 16 o z 15' 15' ACCESS, WATER AND `'c' I - - j z SEWER EASEMENT N I ---------- 3g\ g. 0O O ,Lq °q o 00 3 N89°10'32"W N� 3 OLq o 00 M 13598 SFco m N o 0OF14 o Oo o 70.00' 544'45'w 0 13601 SF - � 176500 SF (6 In ® co rn O N O `-) ry 0 17650 SF c2 0 212 cn cn o o 15223 SF - 0 15359 SF 9� I O ^h 62672 SF S> ACHD PERMANENT 15' 15 ACHD PERMANENT C.D EASEMENT EASEMENT ACHD PERMANENT I ACHD PERMANENT > EASEMENT 114.09' EASEMENT . 151.50 151.50 13 0.67' 131.84' 11 �°�h`�o�' II BLOCK 1 4 \ ` Q W. MCMURTREY STREET o z C I - - - - - - - - S89'10'32"E 881.50'- - - 130.00' - - - - - 00 123.50' - - - w 303.00' - - - - - - - - - - - - - - - - - - - w o �1� 148.50' 176.50' 1 o I 04 1 ACHD PERMANENT M 1 ACHD PERMANENT z , „ 1 O� Ssr I � EASEMENT S6 2154, 1 15�` I " 89'0318 W 76.59 �72 �� N89°10 32 W �) ���°' Lq 118.52' 118.17' �'°� 1 ���� 85.17' �2242F I N6 �"� EASEMENT sip z o � 59.39 �0 J Q9j �� �`o 0�1 **SEE NOTE 11*k 105.61' Sd, �I �, of L10 I 20'X13' MERIDIAN 3' I �� 11 0 12.00' S89'10'32"E 115.00' �p `�S' I U c�� 0 18.5' 1 18.5' WATER EASEMENT o o �47o SF N I r6p �` 0 1 M U o I o BLOCK 3 18.5' 1 18.5' S89'10'32 E 120.00 N 10,110, Un I `� 13 46 0 12 _ 1 w _ L� 87.90' 10' � 10 o --------------- 0 1 BLOCK 6 0 MERIDIAN SEWER EASEMENT INST. N0. � I NLLJ 18 v P `�Q Z o 11200 SF 11195 SF Z o n 10 Cl M 3795 SF i".) � I CD ------------- P� 1w N o ' 5' S89'10'32"E 115.00' N 1 M 3960 SF � � N S89°10'32"E 120.00' M 1 "' : Nw�I W z 13' CD o ¢ 00 00 13 1� 0 9 BLOCK 5 10 I M (1) 0 v 20.5' 20.5' oi ACHD DRAINAGE EASEMENT INST. N0. m O I 133.00' 133.00' I O o 37ss sf L-- J ______ ¢ M 3960 SF S89'10'32"E 115.00' i I ACHD PERMANENT EASEMENT INST. NO. z z I N89'10'32"W 266.00' ------� fi I S89°10'32"E 120.00' -------------- - LO 18.96' � ® cn 1 o I LEGEND CURVE TABLE LINE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD LINE LENGTH BEARING ® FOUND ALUMINUM CAP MONUMENT *SEE PAGE 1 FOR NOTES* C1 12.98' 418.50' 1'46'37" S89°56'10"W 12.98' L1 6.07' SO'49'28"W ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED C2 40.45' 400.00' 5'47'37" N87'55'39"E 40.43' L2 20.00' N89'30'56"W SET 1/2" REBAR WITH PLS 11118 C3 54.63' 400.00' 7'49'31" N81'07'05"E 54.59' L3 5.09' NO'49'28"E PLASTIC CAP C4 20.84' 200.00' 5'58'15" N2'09'39"W 20.83' L4 4.98' N89'10'32"W ® SET 5/8" REBAR WITH PLS 11118PLASTIC CAP C5 35.75' 300.00' 6'49'38" S80'37'09"W 35.73' L5 20.00' NO'49'28"E ❑ CALCULATED POINT C6 118.85' 500.00' 13'37'09" S5'59'06"E 118.57' L6 5.30' S89'12'15"E - - - - SECTION LINE - - CENTER LINE C7 38.64' 479.50' 4'37'00" S1'29'02"E 38.63' L7 17.59' N54'32'23"W PUBLIC UTILITY, PRESSURE C8 145.49' 926.00' 9'00'08" S817'36"E 145.34' L8 23.38' S65'30'16"W IRRIGATION AND LOT DRAINAGE C9 33.80' 520.50' 3'43'16" S1'02'10"E 33.80' L9 2.97' SO'49'28"W EASEMENT LINE - - - ACHD PERMANENT EASEMENT Np,l LAND 1 C10 91.01' 354.00' 14'43'50" S1015'43"E 90.76' L10 20.00' N89'10'32"W _-----------_ ACHD STORM WATER DRAINAGE g5 q t�,GISrFRt"' �C11 41.84' 496.00' 4'49'58" S15'12'39"E 41.82' L11 2.98' NO'49'10"E EASEMENT LINE, SEE NOTE 11 � Q- pC12 36.41' 321.10' 6'29'46" S81'09'45"W 36.39' L12 23.37' N64'16'35"W EASEMENT LINE AS NOTED CLINTON W. HANSEN a 11118and Surveying and Consulting SUBDIVISION BOUNDARY LINE PLS 11118 N C13 29.40' 281.50' 5'59'01" N80'35'00"E 29.38' L13 3.01' S12'47'40"E LOT LINE 0' 25' 50' 100' C� Po 2 231 E. 5TH ST. C14 23.92' 418.50' 3*16'28" S78'50'33"W 23.91' L14 19.50' N77'12'20"E ADJACENT PROPERTY LINE /��,TF pF MERIDIAN, ID 83642 pN W.Np. (208) 288-2040 fax(208) 288-2557 C15 87.32' 381.50' 13°06'51" N83'45'45"E 87.13' L15 16.71' S5'08'47"E SURVEY TIE LINE 1" = 50' www.landsolutions.biz C16 12.04' 30.00' 22'59'15" S73'15'53"W 11.96' L16 5.95 SO'49'28"W 18 LOT NUMBER JOB N0. 21-26 SHEET 2 OF 5 DAYSPRING SUBDIVISION NO. 1 BOOK , PAGE WATER EASEMENT I Lq --' Boa iu�t t 11o.uU -�� o 18.5' 1 18.5' BLOCK 3 347o SF 6 1 U 1 o 18.5' 1 18.5' 'n S89'10'32"E 120.00, CN 10'110' ui ----- L o VER EASEMENT INST. NO. n 20o sF ' ' 12 ;� 1LLI o 8790 00 1 3795 SF c. BLOCK 6 0 8 1� Z o 11195 SF Z 10 0 'n 1 _� --------------- � N o I rri 5' S89'10'32'E 115.00' N I `-� NW �3N,R z i 3' z i a S89'10'32'E sf 120.00' �' M I r a o ¢ m 13 w o BLOCK 5 0 0 37 F 20.5' 20.5' DRAINAGE EASEMENT INST. NO. U I 133.00' 133.00' I a ci o M ____ 3960 SF r-i I S89'10'32'E 1 ACHD PERMANENT EASEMENT INST. N0. Z 1 N89'10'32"W 266.00' -----� 1 M S89'10'32"E 120.00' M -i 15.00 ------------- o 11 1 z 5' 1 8.9 0 cn 6' o ® oo I Lq p ® 3795 SF �� I 1 **SEE NOTE 11" 2ooAs s� 39so SF Ni I S89'10'32"E 115.00' I n o **SEE NOTE 11** 1 'n S89'10'32"E 120.00' I I 66'X120' i i 62'X"05' _ I ACHD PERMANENT EASEMENT INST. N0. o oo 0 0 S8910'32"E 224.00 b l o0 0 O o I o M 3795 SF M o I 1 8' --------------- I 23.00' 22.00'- 22.00' 22.00' 23.00' 23.0d' 22.00' 22.00'- 22.00' �23.00' - M 1 0 O 3960 SF i 1 o S89'10'32"E 115.00 -I I 8 I oo BLOCK 3 1 S89'10'32"E 120.00' I N - to 0 0 0 0 0 0 0 0 0 0 13' o © 0 8'1 1 26 C) 00l o 0 0 0 0 0 0 0 0 o w M 1 W I rn rn rn rn rn rn rn rn rn rn rn ao o © o 3 r7 3795 SF 28 O o 0 0 0 1_ P"i 3960 SF rri °O I � N oo S89'10'32"E 115.00' °J 62672 SF N N 1 W o W o1O, W � °j � � � � � o W � � � I N N !� w w o w w o w w o I S89-1O'32"E 120.00' 1 n w �00 0000 000 w ao N o o o 18 00 � o� a� o-., o� o� o� o� a� m _ , 5 0n z a' o 0 0 0 0 o o 0 0 �o z� oo BLOCK 5 M 3795F c ----�-�� z 1 �'rr 3. 0' _ -z z - z - 3.00' r 1 3960 SF M 1 S89.10 32 E 115.00' BLOCK 6 1 I BLOCK 1 �o - - J b� 1 S89'1O'32"E 120.00' 1 \ } 1 �6996� 23.00' 22.00' 22.00' 22.00'- 23.00' 23.00' -22.00' 22.00' 22.00' 23.00' o y ® C, \ '<o _ _ _S_89'10'32"E 303.00' C `' � o � 3795 SF � o _ _ 30' WIDE WATER & o w �F ALLfY UBUC b SEWER EASEMENT - - I 3960 sF �i 1 S89.10'32"E 115.00' C) '< 1 1 1 1 Z T`7�°� 23.00' 22.00' 22.00' 22.00'- 23.00' 23.00' -22.00' 22.00' 22.00' 23.00' S'�jo69 S89'10'32"E 120.00' 1 0' w \ p`P 3.00 - - L'- �� 3 0�� ��� cs I - - - - 3.00' 6• 10: I co - 4 z 1 BLOCK 4 �" 1 g o r', 3795 SF - �1 I o�'' N 1 p-p 3' o 0 0 0 0 0 0 0 0 0 0 13' 18 5' 1 18 5' �'� 396o sF �-5' S89'10'32"E 115.00' M 20421 SF 1 $S) o 0 0 0 0 0 0 0 0 0 0 10 �i rn rn rn rn rn rn rn � rn � � U-i S89'10'32"E 120.00' 30' WIDE WATER & 2'�LINE TABLE U rn rn - - - - b o o o a �� SEWER EASEMENT o� LINE LENGTH BEARING Z 1 "' o 3 � N� o ¢ 5' o Q o� �73. C12 nI o i 1 r� 00 oo� ao� ao� ao ao °0� eo� eo� � h� 0 2 o 1 M 3795 SF - ---� ° N M 1 N N N 0) 7 CV t N N c0 N 1� N a0 N N b, b, on a, rn rn rn rn rn rn a, N `"I W "' 39so SF I S89'10'32"E 115.00' 3.42 - � II w Ll 6.07' SO'49'28"W C. C. C, : : � �" M po00 C. C. 0 0 0 0 0 0 0 0 o m co cV ono _ 18.5' 18.5' cn cn v, cn (n (n N N N N N I¢ S89'10'32"E 120.00' 10' 10' M _ "� - L2 20.00' N89.30'56"W N42'17'49"E 1 .l, °� .V, Oj 7.00 , 155.�1'- - _-�, C5 ' A 3.0(1 1 Z 2507 SF _ - 53• 20„E �$ 26.69 1 Ay - - - - - - - - - - - - Rio - - - - 6 ` k� 1 ti �o � - 12 4a• 01 L3 5.09' NO'49'28"E J �s o� 23.00' 22.00' 22.00' 22.00' 23.00' 23.00' 22.00 22.00' 22.00' 23.00' �s ` 1 - �o C13 L4 4.98' N89'10'32"W ** ** L6 sr6,�; �^� ��?� 75.00' �k�yo AS W C15 00 - v / - SEE DETAIL A 41.47' �n 06 TO _ 303.00' � C3 ®� 1 0 L5 20.00' NO'49'28"E - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _148.50'_ _ _ _ 26.80' C2 - - 90 SS). 1 1 S89'10'32"E 519.77' in W. BOVVMILLS DRIVE g�A ' `� �ti`13 8 7 L6 5.30' S89'12'15"E L4 cr 53.13 - �FBLOCK 00 L7 17.59' N54'32'23"W N41'09 45 W A �14 26.91' 1 N89'10'32"W 432.11' �,:"'� C14 39 �215.11'15�� O, ' � - 3541 _ _ _ _ C1 ^� .� -� _$ _ .s6 , S' 19• 12'20„w 69.0 1489'02'23"W - -- - - - - - - - - it------- L8 23.38' S65'30'16"W NO'49'28"E 18.50' 18.50' a N47'30'20"W L9 2.9T SO'49'28"W 16.18' 0 ACHD PERMANENT EASEMENT INST. NO. 27 O8' J =� N89°10 32 W 115.00 S52'00'18"W N89'10'32W 5 ' L2 12.64' 1 i� ACHD DRAINAGE EASEMENT INST. N0. L10 20.00' N89.10'32'W 37.00 1 --------------- **SEE DETAIL B** L11 2.98' NO'49'10"E Fj � MERIDIAN SEWER EASEMENT INST. N0.1 L12 23.37' N64'16'35"W j3N'R1w F W MERIDIAN SEWER EASEMENT INST. NO. ACHD DRAINAGE EASEMENT INST. NO. Nw1I4 4� --- ------- L13 3.01' S12'47'40"E --- a ACHD DRAINAGE EASEMENT INST. NO. L14 19.50' N77.12'20"E DETAIL A: 1"=20' W r i n L15 16.71' S5'08'47"E L16 5.95' SO'49'28"W L-0i L6 DETAIL B: 1"=20' 0 O o 41.47' CURVE TABLE � o S89'10'32"E LEGEND CURVE LENGTH RADIUS DELTA BEARING CHORD a, ® FOUND ALUMINUM CAP MONUMENT 5 *SEE PAGE 1 FOR NOTES* C1 12.98' 418.50' 1'46'37" S89'56'10"W 12.98' o L4 FOUND 5/8" REBAR WITH PLS 11118 C2 40.45' 400.00' 5'47'37" N87'55'39"E 40.43' Z ® PLASTIC CAP, OR AS NOTED J 10.00'Li 10.00' J o SET 1/2" REBAR WITH PLS 11118 N89'30'56"W 20.00' (L2) C3 54.63' 400.00' 7'49'31" N81'07'05"E 54.59' PLASTIC CAP C4 20.84' 200.00' 5*58'15" N2'09'39"W 20.83' ® SET 5/8" REBAR WITH PLS 11118 C5 35.75' 300.00' 6'49'38" S80'37'09"W 35.73' PLASTIC CAP ❑ CALCULATED POINT C6 118.85' 500.00' 13'37'09" S5'59'06"E 118.57' - - - - SECTION LINE C7 38.64' 479.50' 4'37'00" S1.29'02"E 38.63' - - CENTER LINE C8 145.49' 926.00' 9'00'08" S8'17'36"E 145.34' PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE C9 33.80' 520.50' 3'43'16" S1'02'10"E 33.80' EASEMENT LINE C10 91.01' 354.00' 14.43'50" S10"15'43"E 90.76' ACHD PERMANENT EASEMENT ONp.LLAAfD AgPIN C11 41.84' 496.00' 4'49'58" S15*12'39"E 41.82' ------------- ACHD STORM WATER DRAINAGE g5� �GISTFR 0 La O futoO EASEMENT LINE, SEE NOTE 11 �� Q- Fp ru is .4 C12 36.41' 321.10' 6'29'46" S81'09'45"W 36.39' EASEMENT LINE AS NOTED CLINTON W. HANSEN Of O PLS 11118 C13 29.40' 281.50' 5'59'01" N80'35'00"E 29.38' SUBDIVISION BOUNDARY LINE a Land Surveying and Consulting LOT LINE 0 y P 2 231 E. 5TH ST. C14 23.92' 418.50' 3'16'28" S78'50'33"W 23.91' �j TF �4 5� MERIDIAN, ID 83642 ADJACENT PROPERTY LINE 0' 25' 50' 100' tiT OF � 208 288-2040 fax 208 288-2557 C15 87.32' 381.50' 13.06'51" N83'45'45"E 87.13' �/� W.�1P` 18 LOT NUMBER www.landsolutions.biz C16 12.04' 30.00' 22'59'15" S73'15'53"W 11.96' 1" = 50' SHEET 3 OF 5 JOB N0. 21-26