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GRAPHIC SCALE SAGARRA SUBDIVISION No. 2
80 0 40 80 160 320
iii!" , I A PARCEL OF LAND BEING LOTS 1 - 3, BLOCK 3 OF LINDER VILLAGE
SUBDIVISION AND LOT 1 , BLOCK 2 OF PARAMOUNT POINT SUBDIVISION
( IN FEET )1 inch = 80 ft. LOCATED IN THE NW 1 /4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1
WEST, BOISE MERIDIAN, ADA COUNTY IDAHO.
LEGEND 2023.
SUBDIVISION BOUNDARY LINE
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SECTION LINE Parcel Line Table Curve Table �t��\��\C N 140D
PROPOSED PROPERTY LINE Line # Length Direction Curve # Length Radius Delta Chord Direction Chord Length
a 15758
EXISTING PROPERTY LINE L1 57.60' NO* 37' 56"E C1 32.20' 20.50' 90° 00' 00" N45° 37' 48"E 28.99' 9/20/23
-•-•-•-•-•-•-•-•-•- ZERO LOT LINE � � �, � � ,� �, � �rgTf OF%�P�o
L2 4.00 N89° 22 04 W C2 106.03 67.50 89° 59 52 N45° 37 52 E 95.46 FR/C HOWP�O
ROAD CENTERLINE
L3 10.99' NO* 37' 56"E C3 188.20' 240.01' 44° 55' 44" N68° 10' 03"E 183.42'
- - - - - - - - - - - - - EASEMENT
L4 29.14' N52° 45' 32"E C4 118.37' 160.00' 42° 23' 19" N66° 53' 48"E 115.69'
RIGHT-OF-WAY
L5 11.09' NO* 37' 57"E C5 45.23' 28.00' 92° 33' 09" S45° 37' 58"E 40.47'
TIE LINE
FOUND ALUMINUM CAP L6 46.46' S89° 22' 05"E C6 43.98' 28.00' 90° 00' 00" N45° 38' 36"E 39.60'
QO FOUND 5/8" IRON PIN
L7 11.87' SO* 38' 36"W C7 89.74' 180.00' 28° 33' 50" N76° 33' 28"E 88.81'
SET 5/8" X 24" IRON PIN W/ CAP
L8 37.01' S89° 21' 24"E C8 14.83' 28.00' 30° 20' 40" N79° 12' 47"E 14.66' c8
C9
Q• Q�
SET 1/2" X 24" IRON PIN W/ CAP
L9 12.00' NO* 38' 36"E C9 10.40' 179.50' 3° 19' 14" S42° 29' 29"E 10.40' Q P� 6 0
• P�Q 1,5�� o
0 FOUND COPPER CAP L10 24.31' S89° 21' 24"E pR6 ZiE/ / /-1SRROOL
FOUND 1/2" IRON PIN AND RESET 101
L11 44.11' S89° 21' 05"E N i �0/`�G�/
5/8" X 24" IRON PIN W/ CAP SEE NOTE 14 10 L11 S87'00'44"E 120.60' C� / / �A
L12 24.95' S45° 45' 52"W c�� • Cs C� • 7 • q>
CR 2017-072470 /
L7 • 8 • L9 _ -,---SEE NOTE 21 SEE NOTE 20
BASIS OF BEARINGS L13 • N89'26'37"W 254.00' -
23 24 O
N89•22'30"W 2669.54' i O O SEE NOTE 15 N86'15'01"W 225.90'
CR 2017-072469
LE /1 N 4 SEC. 25 / SEE NOTE 11 / V^ NOTES:
26 25 / / SEE NOTE 12 / I 1. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO
�� / / 22 • A PUBLIC RIGHT-OF-WAY AND ALONG ALL REAR LOT LINES UNLESS DEPICTED OTHERWISE. A FIVE (5) FOOT WIDE PUBLIC UTILITIES AND PROPERTY
/O I SEE NOTE 10 DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG EACH SIDE OF INTERIOR LOT LINES UNLESS OTHERWISE SHOWN.
0- O� / � 1 2. DEVELOPMENT OF THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF
QP y�tK / 21 ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED PUD.
�P�O 00�/ // 20 // / 50 I • I O I I I 3. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 313805(1)(B). THIS SUBDIVISION IS PROVIDED SURFACE WATER
BY THE NORTH SLOUGH LATERAL USERS ASSOCIATION, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. A SECONDARY
QI I IRRIGATION SUPPLY SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS.
O� ��� \19 A I 25 � 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL
SEE/NOTE 9 49 X I I FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
A/ / 18� - O4 I I O6 z SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR
O / L` I I I p Z EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
48
U a-O NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
F I I I Z>
SEE NOTE 14 THEREOF."
/ / U BLOCK 4 0 5. BUILDING SETBACKS IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS IN EFFECT FOR THE CITY OF MERIDIAN OR AS
47
/ 16 SEE NOTE 10 O3
^ L - JI Q 11 g m SPECIFICALLY MODIFIED BY THE PLANNED UNIT DEVELOPMENT CASE N0. H-2022-0027.
a0 I
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• / 15 / � Z -0I I Q 6. LOT 1, BLOCK 3; LOT 6, 7, AND 8, BLOCK 4; AND LOT 1, 2, 3, 23, 37, AND 40, BLOCK 5 ARE COMMON LOTS WHICH SHALL BE OWNED AND
�
i Q 46 I MAINTAINED BY THE SAGARRA SUBDIVISION No. 2 HOMEOWNER'S ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY,
�O I I IRRIGATION AND DRAINAGE EASEMENT.
14 rn I 7. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY
L6 / 13 //��Q / _ JI w I O I I RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME.
- L5 • • // / 24 J 44�I o I III I 8. STORMWATER DRAINAGE EASEMENT IN BENEFIT OF ADA COUNTY HIGHWAY DISTRICT, INSTRUMENT N0. SEE DETAIL A ON SHEET 5.
12 / ��/ El,
w 00
I I I I (0 9. PUBLIC PEDESTRIAN EASEMENT, INSTRUMENT N0. ------ SEE DETAIL B ON SHEET 5.
L3 • 8 O 10 I 11 /p�P// Z L 43 JI Z III 10. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENT, INSTRUMENT N0. ------------- SEE DETAIL C ON SHEET 5.
L2 BLOCK 5 7 SEE NOTE 8 I � 11. SIDEWALK EASEMENT IN BENEFIT OF ADA COUNTY HIGHWAY DISTRICT, INSTRUMENT N0. _______- SEE DETAIL D ON SHEET 6.
m
/ SAGARRA SEE NOTE 9 �' C I 42 I SEE NOTE 18- - 0 12. WATER MAIN AND SANITARY SEWER EASEMENT IN BENEFIT OF CITY OF MERIDIAN, INSTRUMENT NO. _ _____. SEE DETAIL E ON SHEET 6.
SUBDIVISION SEE NOTE 10 O z l z N
BLOCK 5 I 41 I W. DIRECTOR ST. 13. EXISTING UTILITY EASEMENT IN BENEFIT OF IDAHO POWER COMPANY, INSTRUMENT NO. 2020-026948. SEE DETAIL F ON SHEET 6.
• X ^ SEE NOTE 12 J • • 14. EXISTING PERMANENT EASEMENT IN BENEFIT OF ADA COUNTY HIGHWAY DISTRICT, INSTRUMENT NO. 2020-172541. SEE DETAIL G ON SHEET 7.
/Os 0 S89°27'57"E 138.50'�I
QI 40 L = 15. EXISTING SANITARY SEWER AND WATER MAIN EASEMENT IN BENEFIT OF CITY OF MERIDIAN, INSTRUMENT NO. 2021-01 41 50. SEE DETAIL H ON SHEET 7.
0
ZZ �I 23 SEE NOTE 10 W DIRECTOR LN. (PRIVATE) SEE NOTE 11 39-1 I I 16. WATER AND SEWER EASEMENT IN BENEFIT OF THE CITY OF MERIDIAN, INSTRUMENT NO. _ ----- SEE DETAIL I ON SHEET 7.
SEE NOTE 11
G^ • S89'22'12'E • - r r r r r I I Co I 15 I 17. EXISTING PERMANENT EASEMENT IN BENEFIT OF ADA COUNTY HIGHWAY DISTRICT, INSTRUMENT NO. 2020-172540. SEE DETAIL J ON SHEET 7.
11 U0
• C� -76.41' O I O Z I I 25 01 127 28 I 129 30 I 10 32 I 1034 8119 36 I 38 1 • I I I 1 I z 18. EXISTING WATER MAIN AND SANITARY SEWER EASEMENT IN BENEFIT OF CITY OF MERIDIAN, INSTRUMENT NO. 201 6-01 3035. SEE DETAIL K ON SHEET 7.
-1 L _ - J L _ _ -1 _ _ -1 - _ _ J O I I O 19. EXISTING EASEMENT IN BENEFIT OF NORTH SLOUGH LATERAL WATER USERS ASSOCIATION, INSTRUMENT NO. 2016-014977. SEE DETAIL L ON SHEET 8.
37 z
SEE NOTE 10 I I 0 20. EXISTING PERMANENT EASEMENT IN BENEFIT OF ADA COUNTY HIGHWAY DISTRICT, INSTRUMENT NO. 2021-056882. SEE DETAIL M ON SHEET 8.
SEE NOTE 11 S89'22'01"E 679.84' G 14
W • O I I 0 21. EXISTING EASEMENT IN BENEFIT OF NORTH SLOUGH LATERAL WATER USERS ASSOCIATION, INSTRUMENT NO. 2018-020357, SEE DETAIL N ON SHEET 8.
Q iD
to - SEE NOTE 16 SEE NOTE 8 W. MALBAR ST. • J
// I m
SEE NOTE 8 22. DIRECT LOT OF ACCESS TO W. ORCHARD PARK DR. IS PROHIBITED.
- - - - - - - - - - - - - --- - - - - - - - SEE NOTE 13 /( Z 23. PORTIONS OF LOTS 2, 3, 8, AND 9 OF BLOCK 3 AND LOTS 42-THROUGH 48 OF BLOCK 5 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE
:D ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER
W It I I O O O O O O O O O O O 13 / p DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND
2 3 4 / I � INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORMWATER
5 6 7 8 9 10 11 12 Q
r� / DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2303 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND
SAGARRA p] o I SEE NOTE 10 BLOCK 3 / MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
SUBDIVISION z L - - - �- - - - - -/
- - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _
SEE NOTE 17
IP.O.B. O SEE NOTE 19 SURVEYOR OWNER/DEVELOPER
o LS 7612° _ _ _ _ _ _ _ JJ HOWARD, LLC. SAGARRA PHASE I, LLC
N 1/16 COR. S89'25'01"E 1779.65' N89'25'01"W 868.66' 0- ° 5983 W. STATE ST., STE. D C/O MICHAEL SLAVIN
ILLEGIBLE TIE LINE BOISE, ID 83703
PHONE: 208.900.8028
PARAMOUNT SUBDIVISION No. 7 PARAMOUNT SUBDIVISION No. 5 PHONE: 208.846.8937 Sheet 1 of 10
SAGARRA SUBDIVISION No . 2 Book Page
Parcel Line Table Parcel Line Table Parcel Line Table Curve Table Curve Table
Line # Length Direction Line # Length Direction Line # Length Direction Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length
L1 57.60' NO* 37' 56"E L41 8.00' N89° 27' 57"W L81 14.11' S62° 26' 05"W C1 32.20' 20.50' 90° 00' 00" N45° 37' 48"E 28.99' C41 91.21' 73.50' 71° 06' 04" S36° 05' 05"W 85.47'
L2 4.00' N89° 22' 04"W L42 8.00' S89° 27' 57"E L82 18.39' SO* 37' 59"W C2 106.03' 67.50' 89° 59' 52" N45° 37' 52"E 95.46' C42 113.50' 142.00' 45° 47' 49" S68° 36' 03"W 110.50'
L3 10.99' NO* 37' 56"E L43 14.04' ST 03' 29"W L83 10.00' N89° 27' 57"W C3 188.20' 240.01' 44° 55' 44" N68° 10' OYE 183.42' C43 91.21' 73.50' 71* 06' 04" N36° 05' 05"E 85.47'
L4 29.14' N52° 45' 32"E L44 12.34' S17° 11' 06"E L84 11.87' SO* 38' 36"W C4 118.37' 160.00' 42° 23' 19" N66° 53' 48"E 115.69' C44 88.48' 73.50' 68° 58' 25" N35° 01' 15"E 83.23'
L5 11.09' NO* 37' 57"E L45 0.73' N86° 56' 05"W L85 4.98' N89° 21' 13"W C5 45.23' 28.00' 92° 33' 09" S45° 37' 58"E 40.47' C45 2.73' 73.50' 2° 07' 39" N70° 34' 17"E 2.73'
L6 46.46' S89° 22' 05"E L46 12.27' N17° 11' 06"W L86 12.66' NO* 38' 36"E C6 43.98' 28.00' 90° 00' 00" N45° 38' 36"E 39.60' C46 32.89' 26.50' 71° 06' 04" S36° 05' 05"W 30.82'
L7 11.87' SO* 38' 36"W L47 13.41' NY 03' 29"E L87 17.87' S46° 25' 02"W C7 89.74' 180.00' 28° 33' 50" N76° 33' 28"E 88.81' C47 115.58' 73.50' 90° 05' 56" N45° 35' 01"E 104.03'
L8 37.01' S89° 21' 24"E L48 4.00' NO* 32' 29"E L88 48.92' N89° 22' 03"W C8 14.83' 28.00' 30° 20' 40" N79° 12' 47"E 14.66' C48 34.53' 73.50' 26° 54' 55" N77° 10' 31"E 34.21'
L9 12.00' NO* 38' 36"E L49 4.95' S36° 33' 42"W L89 3.11' N52° 45' 32"E C9 10.40' 179.50' 3° 19' 14" S42° 29' 29"E 10.40' C49 40.53' 73.50' 31° 35' 30" N47° 55' 19"E 40.02'
L10 24.31' S89° 21' 24"E L50 4.00' SO* 32' 03"W L90 11.09' NO* 37' 57"E C10 62.05' 50.00' 71° 06' 04" N36° 05' 05"E 58.14' C50 40.53' 73.50' 31° 35' 30" N16° 19' 48"E 40.01'
L11 44.11' S89° 21' 05"E L51 4.95' N35° 29' 35"W L91 5.00' S89° 21' 24"E C11 62.05' 50.00' 71* 06' 04" S36° 05' 05"W 58.14' C51 41.67' 26.50' 90° 05' 56" N45° 35' 01"E 37.51'
L12 24.95' S45° 45' 52"W L52 9.41' S41° 48' 45"E L92 11.62' NO* 38' 36"E C12 78.63' 50.00' 90° 05' 56" N45° 35' 01"E 70.77' C52 34.26' 26.50' 74° 04' 43" N53° 35' 38"E 31.93'
L13 15.00' NO* 32' OYE L53 9.41' S79° 17' 33"W L93 19.52' N49° 43' 20"E C13 9.48' 100.00' S° 25' 56" SY 20' 57"W 9.48' C53 7.41' 26.50' 16° 01' 13" N8° 32' 40"E 7.39'
L14 21.98' SO* 38' 36"W L54 7.48' N42° 04' 35"W L94 11.24' S70° 55' 18"E C14 7.02' 74.00' S° 25' 56" SY 20' 57"W 7.01' C54 32.89' 26.50' 71° 06' 04" N36° 05' 05"E 30.82'
L15 20.00' S89° 21' 24"E L55 7.48' S43° 20' 33"W L95 21.93' S89° 21' 24"E C15 41.33' 28.00' 84° 34' 04" S48° 20' 57"W 37.68' C55 7.95' 22.50' 20° 14' 35" ST 03' 48"E 7.91'
L16 15.07' NO* 37' 59"E L56 5.39' N67° 33' 56"W L96 19.15' NO* 32' OYE C16 30.37' 20.00' 87° 00' 00" N49° 33' 55"E 27.53' C56 14.64' 20.00' 41° 56' 18" S72° 05' 46"W 14.31'
L17 15.04' NO* 32' OYE L57 4.77' N89° 22' 01"W L97 24.31' N89° 21' 24"W C17 25.39' 20.00' 72° 43' 57" S42° 25' 54"W 23.72' C57 13.25' 37.50' 20° 14' 35" NT 03' 48"W 13.18'
L18 15.07' SO* 37' 59"W L58 5.39' S68° 49' 54"W L98 12.00' SO* 38' 36"W C18 4.98' 20.00' 14° 16' 03" S85° 55' 54"W 4.97' C58 21.62' 125.16' 9° 53' 46" N1° 28' 12"W 21.59'
L19 32.34' S89° 21' 24"E L59 7.89' N48° 57' 47"W L99 3.00' SO* 38' 06"W C19 74.94' 23.54' 182° 25' 56" N1° 50' 57"E 47.06' C59 23.05' 304.63' 4° 20' 07" N8° 35' 08"W 23.04'
L20 14.96' NO* 32' OYE L60 9.53' NO* 32' OYE L100 3.01' NO* 38' 06"E C20 38.63' 54.00' 40° 59' 24" N72° 34' 13"E 37.81' C60 15.04' 258.01' 3° 20' 27" N74° 51' 38"E 15.04'
L21 20.00' N89° 21' 24"W L61 7.89' N50° 01' 54"E L101 4.02' S89° 25' 01"E C21 20.03' 28.00' 40° 59' 24" N72° 34' 13"E 19.61' C61 25.34' 319.63' 4° 32' 29" N8° 41' 19"W 25.33'
L22 22.00' NO* 38' 36"E L62 19.81' NO* 37' 59"E L102 4.02' N89° 25' 01"W C22 202.32' 258.01' 44° 55' 44" N68° 10' OYE 197.17' C62 24.10' 140.16' 9° 51' 05" N1° 29' 32"W 24.07'
L23 40.20' NO* 32' 03"E L63 33.77' N62° 26' 05"E L103 24.31' S89° 21' 24"E C23 31.41' 258.01' 6° 58' 28" N87° 08' 41"E 31.39' C63 40.39' 80.00' 28° 55' 28" S18° 38' 48"W 39.96'
L24 8.53' SO* 37' 59"W L64 21.71' S66° 57' 57"E L104 19.15' SO* 32' 03"W C24 38.11' 258.01' 8° 27' 45" N79° 25' 35"E 38.07' C64 48.31' 73.50' 37° 39' 35" S19° 21' 50"W 47.45'
L25 17.88' N52° 45' 32"E L65 14.90' N66° 57' 57"W L105 9.62' S89° 21' 56"E C25 38.43' 258.01' 8° 32' 06" N70° 55' 39"E 38.40' C65 20.08' 73.50' 15° 39' 23" S20° 21' 42"W 20.02'
L26 8.95' S6° 03' 55"W L66 24.49' S70° 41' 53"W L106 19.44' N72° 11' 58"E C26 32.22' 258.01' 7° 09' 15" N63° 04' 58"E 32.20' C66 11.48' 28.00' 23° 29' 36" N12° 23' 24"E 11.40'
L27 11.26' N52° 45' 32"E L67 7.00' S43° 57' 17"E L107 15.83' S89° 21' 56"E C27 32.02' 258.01' 7° 06' 42" N55° 56' 59"E 32.00' C67 15.83' 28.00' 32° 23' 49" N40° 20' 06"E 15.62'
L28 2.02' S89° 22' 05"E L68 9.96' S45° 42' 09"W L108 64.95' N64° 02' 00"E C28 30.13' 258.01' 6° 41' 28" N49° 02' 55"E 30.11' C68 188.20' 240.01' 44° 55' 44" N68° 10' OYE 183.42'
L29 55.35' S89° 22' 05"E L69 7.00' N44° 17' 51"W L109 19.00' S25° 58' 01"E C29 27.81' 250.00' 6° 22' 23" N48° 53' 20"E 27.79' C69 118.37' 160.00' 42° 23' 19" N66° 53' 48"E 115.69'
L30 10.66' N45° 42' 09"E L70 26.59' S45° 42' 09"W L110 19.09' N44° 08' 01"W C30 16.53' 250.00' 3° 47' 14" N50° 10' 54"E 16.52' C70 45.23' 28.00' 92° 33' 09" S45° 37' 58"E 40.47'
L31 37.71' S42° 42' 16"E L71 7.00' S43° 57' 17"E L111 10.87' NO* 32' 01"E C31 11.28' 250.00' 2° 35' 08" N46° 59' 43"E 11.28' C71 198.40' 253.00' 44° 55' 48" S68° 10' 03"W 193.35'
L32 17.44' N6° 03' 55"E L72 15.14' S45° 42' 09"W L112 12.92' N88° 18' 34"E C32 30.70' 276.00' 6° 22' 23" N48° 53' 20"E 30.68' C72 43.98' 28.00' 90° 00' 00" S45° 38' 36"W 39.60'
L33 19.06' N45° 42' 09"E L73 7.00' N43° 57' 17"W C33 54.12' 23.00' 134° 49' 54" S66° 52' 54"E 42.47' C73 16.67' 28.00' 34° 06' 36" S73° 35' 18"W 16.42'
L34 37.99' S46° 55' OYE L74 24.89' S52° 04' 31"W C34 41.56' 53.00' 44° 55' 50" N68° 10' 04"E 40.51'
L35 28.49' N45° 41' 01"E L75 7.00' S37° 55' 29"E C35 13.45' 53.00' 14° 32' 40" S52° 58' 29"W 13.42'
L36 17.16' N45° 41' 01"E L76 10.00' S52° 04' 31"W C36 28.11' 53.00' 30° 23' 10" S75° 26' 24"W 27.78'
\�'OL LA S
L37 11.32 N45° 41 01 E L77 7.00 N37° 55 29"W C37 44.03 28.00 90° 05 56 S45° 35 01 W 39.63 �g5 ��c N v G,pL
L38 8.00' SO* 37' 59"W L78 7.96' S27° 33' 55"E C38 91.21' 73.50' 71° 06' 04" S36° 05' 05"W 85.47'
a. 15758
L39 8.00' NO* 37' 59"E L79 21.00' S62° 26' 05"W C39 7.57' 73.50' S° 53' 57" ST 29' 01"W 7.56'
9/20/23
L40 8.00' SO* 37' 59"W L80 9.00' N27° 33' 55"W C40 27.26' 73.50' 21° 15' 07" S17° 03' 33"W 27.11' F re of 0
RAC HOW PR
Sheet 2 of 10
SAGARRA SUBDIVISION No . 2 Book Page
GRAPHIC SCALE
I
30 0 15 30 60 120
O�
IN FEET )
1 inch = 30 ft.
GAP .yti
c / c� ,7 LEGEND
o I �
SUBDIVISION BOUNDARY LINE
ORIGINAL PROPERTY LINE
99. ----------
•
1s ZERO LOT LINE
0
ROAD CENTERLINE
Gr1,`b G5� I RIGHT-OF-WAY
� 14
O
(z) Qo FOUND 5/8" IRON PIN
ii s�G� 13�s� Q��p�LO G�`L Q• SET 5/8" X 24" IRON PIN W/ CAP
6
• L6 • G GZ 1 1 • SET 1/2" X 24" IRON PIN W/ CAP
G222 0) 12 Q F`�� ��`L�JP��� I FOUND 1/2" IRON PIN AND RESET
J• Q '�- y�F'Q��
5/8" X 24" IRON PIN W/ CAP
L29
C24 �' ��., �� �` CALCULATED POINT-NOT SET
i 47.54' 3 C23 �j`LO
• �,`1� L28 0� 5.79' N 11 w
J 0 O oo M 10 to M P c�1 I vzi
L2 �r �' 32.07' N 37.00'
22.22' � �i
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z
G
G\0 S86°56'05"E 91.29' G21 I J
S83'56'31"E 0
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I
35.04' S86°56'05"E 58.26' C20
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S83°56'31"E in 0
c� � u- N89°22'01"W 342.38'
G� 0 35.03' p o 23 W. DIRECTOR LN. (PRIVATE)
z
3 N 00 z Q N89'22'01"W 369.38' L
0) M N 00, Nq. I
• S89_22'12"E • i � S83'56 31"E �� 15.86' 30.50' 30.50' 30.50' 30.50'- 30.50'_ 30.50'_ 30.50'.
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co 25 26 27 28 O 0) O !� O w O w O i
N 4 N Ld 29 30 31 32 33
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Sheet 3 of 10
SAGARRA SUBDIVISION No . 2 Book Page
LEGEND
SUBDIVISION BOUNDARY LINE
ORIGINAL PROPERTY LINE
ZERO LOT LINE
ROAD CENTERLINE
RIGHT-OF-WAY
-0000
I FOUND COPPER CAP
GRAPHIC SCALE ❑• FOUND 1/2" IRON PIN AND RESET
40 0 20 40 80 160 5/8" X 24" IRON PIN W/ CAP
Qo FOUND 5/8" IRON PIN
( IN FEET ) SET 5/8" X 24" IRON PIN W/ CAP
1 inch = 40 ft. • SET 1/2" X 24" IRON PIN W/ CAP
VICINITY MAP
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Sheet 4 of 10
2
DETAIL A-2SAGARRA SUBDIVISION No . Book Page
16.12'� I GRAPHIC SCALE (VARIES)
48 L41—\ 1 30 0 15 30 60 120
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Q S89°22'01"E 101.96' W. MALBAR ST.
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0 0 DETAIL A ADA COUNTY HIGHWAY DISTRICT
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1 0 FOUND COPPER CAP
DETAIL C — PUBLIC UTILITY AND IRRIGATION • SET 1/2" X 24" IRON PIN W/ CAP
A DISTRICT, INST. NO.
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Sheet 5 of 10
SAGARRA SUBDIVISION No . 2 Book Page
BLOCK 4
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04 EASEMENT, INST. NO. 2020-026948
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AND WATER MAIN EASEMENT,
INST. NO.
DETAIL F-1 DETAIL F-2 SCALE-1" = 40'
SEE NOTE 12 Sheet 6 of 10
SAGARRA SUBDIVISION No . 2 Book Page
BLOCK 4
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DETAIL H — CITY WATER AND SEWER L102
EASEMENT, INST. NO. 2021-014150 15 I SCALE: 1" = 40'
SCALE:1" = 10' BLOCK 2 SEE NOTE 14
SEE NOTE 15 DETAIL J — ACHD PERMANENT DETAIL K — CITY OF MERIDIAN
EASEMENT, INST. NO. 2020-172540 WATER AND SEWER EASEMENT,
SCALE:1" = 20' INST. NO. 2016-013035
SEE NOTE 17 SCALE:1" = 20' L97
SEE NOTE 18 • �, o
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Sheet 7 of 10
SAGARRA SUBDIVISION No . 2 Book Page
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EASEMENT, INST. NO. 2021-056882
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O QZ 23 W. DIRECTOR LN. (PRIVATE) 39 USERS ASSOCIATION EASEMENT,
_ INST. NO. 2018-020357
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SEE NOTE 21
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9/20/23
DETAIL L — NORTH SLOUGH LATERAL F rf of�
WATER USERS ASSOCIATION Ric HOW N
EASEMENT, INST. NO. 2016-014977
SCALE:1" = 80'
SEE NOTE 19
Sheet 8 of 10
SAGARRA SUBDIVISION No . 2 Book Page
CERTIFICATE OF OWNERS ACKNOWLEDGMENT BY LIMITED LIABILITY COMPANY
KNOW ALL INDIVIDUALS BY THESE PRESENTS THAT LYNX INVESTMENTS, LLLP AND HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC ARE THE OWNERS OF THE STATE OF IDAHO)
PROPERTY DESCRIBED AS FOLLOWS: SS
A PARCEL OF LAND BEING LOTS 1-3, BLOCK 3 OF LINDER VILLAGE SUBDIVISION TOGETHER WITH LOT 1, BLOCK 2 OF PARAMOUNT POINT SUBDIVISION, LOCATED IN COUNTY OF ADA)
THE NW 1/4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY IDAHO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS ON THIS ____ DAY OF ________ , IN THE YEAR OF 20__, BEFORE ME, THE UNDERSIGNED,
FOLLOWS: A NOTARY PUBLIC IN AND FOR SAID STATE, JOSEPH HUARTE, REGISTERED AGENT OF HIGH
DESERT DEVELOPMENT LINDER VILLAGE, LLC, PERSONALLY APPEARED, PROVED TO ME ON THE
COMMENCING AT AN ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NORTH 1/4 BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON THAT EXECUTED THE WITHIN
CORNER OF SAID SECTION 25 BEARS S.89°22'30"E. A DISTANCE OF 2669.54 FEET; THENCE S.00°55'01"W. ALONG THE WEST LINE OF SAID SECTION 25 A INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME.
DISTANCE OF 1328.81 FEET TO A 5/8" IRON PIN MARKING THE NORTH 1/16 CORNER OF SAID SECTION 25; THENCE S.89°25'01"E. A DISTANCE OF 1779.65 IN FEET TO A COPPER CAP LYING ON THE EASTERLY RIGHT-OF-WAY OF NORTH BERGMAN AVENUE, SAID COPPER CAP BEING THE POINT OF BEGINNING; WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL ON
THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
THENCE ALONG SAID EASTERLY RIGHT-OF-WAY FOR THE NEXT 9 CALLS TERMINATING AT A 5/8" IRON PIN ON THE EASTERLY RIGHT-OF-WAY OF NORTH T
BERGMAN AVENUE AND THE SOUTHERLY RIGHT-OF-WAY OF WEST ORCHARD PARK DRIVE.
----------------------------
THENCE N.00°37 48 E. A DISTANCE OF 184.36 FEET TO A 5/8" IRON PIN; NOTARY PUBLIC FOR IDAHO
THENCE ALONG A TANGENT CURVE TO THE RIGHT, A DISTANCE OF 32.20 FEET, SAID CURVE HAVING A RADIUS OF 20.50 FEET, A DELTA OF 90°00'00", AND A RESIDING AT:
LONG CHORD OF 28.99 FEET WHICH BEARS N.45°37'48"E. TO A 5/8" IRON PIN; MY COMMISSION EXPIRES:
THENCE S.89°22'12"E. A DISTANCE OF 76.41 FEET TO A 5/8" IRON PIN;
THENCE ALONG A TANGENT CURVE TO THE LEFT, A DISTANCE OF 106.03 FEET, SAID CURVE HAVING A RADIUS OF 67.50 FEET, A DELTA OF 89°59'52", AND A
LONG CHORD OF 95.46 FEET WHICH BEARS N.45°37'52"E. TO A 5/8" IRON PIN; ACKNOWLEDGMENT BY LIMITED LIABILITY LIMITED PARTNERSHIP
THENCE N.00°37'56"E. A DISTANCE OF 57.60 FEET TO A 5/8" IRON PIN; STATE OF IDAHO)
THENCE N.89°22'04"W. A DISTANCE OF 4.00 FEET TO A 5/8" IRON PIN; SS
THENCE N.00°37'56"E. A DISTANCE OF 10.99 FEET TO A 5/8" IRON PIN; COUNTY OF ADA)
THENCE N.52°45'32"E. A DISTANCE OF 29.14 FEET TO A 5/8" IRON PIN;
THENCE N.00°37'57"E. A DISTANCE OF 11.09 FEET TO A 5/8" IRON PIN ALSO LYING ON THE SOUTHERLY RIGHT-OF-WAY OF WEST ORCHARD PARK DRIVE; ON THIS ____ DAY OF ________ , IN THE YEAR OF 20__, BEFORE ME, THE UNDERSIGNED,
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY OF WEST ORCHARD DRIVE FOR THE NEXT 16 CALLS TERMINATING AT A 5/8" IRON PIN ON THE WESTERLY A NOTARY PUBLIC IN AND FOR SAID STATE, JOSEPH HUERTA, MANAGER OF LYNX INVESTMENTS,
RIGHT-OF-WAY OF NORTH FOX RUN WAY; LLLP, PERSONALLY APPEARED, PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
8" IRON PIN; BE THE PERSON THAT EXECUTED THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT
THENCE S.89°22'05"E. A DISTANCE OF 46.46 FEET TO A 5/8" HE EXECUTED THE SAME.
THENCE ALONG A TANGENT CURVE TO THE LEFT, A DISTANCE OF 188.20 FEET, SAID CURVE HAVING A RADIUS OF 240.01 FEET, A DELTA OF 44°55'44", AND A
LONG CHORD OF 183.42 FEET WHICH BEARS N.68°10'03"E. TO A 5/8" IRON PIN; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL ON
THENCE N.45°42'09"E. A DISTANCE OF 344.05 FEET TO A 5/8" IRON PIN; THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
THENCE ALONG A TANGENT CURVE TO THE RIGHT, A DISTANCE OF 118.37 FEET, SAID CURVE HAVING A RADIUS OF 160.00 FEET, A DELTA OF 42°23'19", AND A
LONG CHORD OF 115.69 FEET WHICH BEARS N.66°53'48"E. TO A 5/8" IRON PIN; ----------------------------
NOTARY PUBLIC FOR IDAHO
THENCE ALONG A TANGENT CURVE TO THE RIGHT, A DISTANCE OF 45.23 FEET, SAID CURVE HAVING A RADIUS OF 28.00 FEET, A DELTA OF 92°22'09", AND A RESIDING AT:
LONG CHORD OF 40.47 FEET WHICH BEARS S.45°37'58"E. TO A 5/8" IRON PIN; MY COMMISSION EXPIRES:
THENCE S.00°38'36"W. A DISTANCE OF 11.87 FEET TO A 5/8" IRON PIN;
THENCE S.89°21'24"E. A DISTANCE OF 37.01 FEET TO A 5/8" IRON PIN;
THENCE N.00°38'36"E. A DISTANCE OF 12.00 FEET TO A 5/8" IRON PIN; CERTIFICATE OF SURVEYOR
THENCE ALONG A TANGENT CURVE TO THE RIGHT, A DISTANCE OF 43.98 FEET, SAID CURVE HAVING A RADIUS OF 28.00 FEET, A DELTA OF 90°00'00", AND A I, ERIC J. HOWARD, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR
LONG CHORD OF 39.60 FEET WHICH BEARS N.45°38'36"E. TO A 5/8" IRON PIN; LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT, AS DESCRIBED IN THE
THENCE S.89°21'24"E. A DISTANCE OF 24.31 FEET TO A 5/8" IRON PIN; "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND
THENCE S.89°21'05"E. A DISTANCE OF 44.11 FEET TO A 5/8" IRON PIN; UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED
THENCE S.87°00'44"E. A DISTANCE OF 120.60 FEET TO A 5/8" IRON PIN; THEREON; AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS,
THENCE ALONG A TANGENT CURVE TO THE LEFT, A DISTANCE OF 89.74 FEET, SAID CURVE HAVING A RADIUS OF 180.00 FEET, A DELTA OF 28°33'50", AND A SURVEYS AND THE CORNER PERPETUATION AND FILING ACT.
LONG CHORD OF 88.81 FEET WHICH BEARS N.76°33'28"E. TO A 5/8" IRON PIN;
THENCE N.64°02'51"E. A DISTANCE OF 133.76 FEET TO A 5/8" IRON PIN; NOTES
THENCE ALONG A TANGENT CURVE TO THE RIGHT, A DISTANCE OF 14.83 FEET, SAID CURVE HAVING A RADIUS OF 28.00 FEET, A DELTA OF 30°20'40", AND A
LONG CHORD OF 14.66 FEET WHICH BEARS N.79°12 47 E. TO A 5/8 IRON PIN; REFERENCE IS MADE TO THE FOLLOWING:
THENCE ALONG ANON-TANGENT CURVE TO THE LEFT, A DISTANCE OF 10.40 FEET, SAID CURVE HAVING A RADIUS OF 179.50 FEET, A DELTA OF 3°19'14", AND A LINDER VILLAGE SUBDIVISION
PARAMOUNT POINT SUBDIVISION
LONG CHORD OF 10.40 FEET WHICH BEARS S.42°29'29"E. TO A 5/8" IRON PIN ALSO LYING ON THE WESTERLY RIGHT-OF-WAY OF NORTH FOX RUN WAY;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY OF NORTH FOX RUN WAY S.44°08'01"E. A DISTANCE OF 149.78 FEET TO A 5/8" IRON PIN LYING ON SAID
WESTERLY RIGHT-OF-WAY; SURVEYORS NARRATIVE
THENCE ALONG THE SOUTH BOUNDARY OF PARAMOUNT POINT SUBDIVISION RECORDED IN BOOK 122 PAGE 19146 S.45°45'52"W. A DISTANCE OF 24.95 FEET TO A
5/8" IRON PIN; THE PURPOSE OF THE SURVEY IS FOR THE DEVELOPMENT OF THE
THENCE ALONG SAID SOUTH BOUNDARY N.86°15'01"W. A DISTANCE OF 225.90 FEET TO A 5/8" IRON PIN; PROPERTY. CONVENTIONAL GPS SURVEY TECHNIQUES WERE UTILIZED
THENCE ALONG SAID SOUTH BOUNDARY N.89°26'37"W. A DISTANCE OF 254.00 FEET TO A 5/8" IRON PIN; TO VERIFY THE EXISTING MONUMENTS OF BLOCK 2 AND 3 WITHPORTIONS OF THE RIGHT OF WAY OF N. BERGMAN AVENUE. ALL
THENCE ALONG THE WEST BOUNDARY OF PARAMOUNT SUBDIVISION NO. 5 RECORDED IN BOOK 92 PAGE 10969 S.00°32'03"W. A DISTANCE OF 688.76 FEET TO A MONUMENTS WERE FOUND AND WERE IN CONFORMANCE WITH SURVEY
5/8" IRON PIN; PRACTICES. THERE WAS NO NEED FOR PROPORTIONING.
THENCE ALONG THE NORTH BOUNDARY OF PARAMOUNT SUBDIVISION NO. 7 RECORDED IN BOOK 93 PAGE 11178 TO 11180 AND SAID PARAMOUNT SUBDIVISION NO.
5 N.89°25'01"W. A DISTANCE OF 868.66 FEET TO A COPPER CAP ALSO BEING THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 10.39 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT. THE PUBLIC STREET RIGHT-OF-WAY IS HEREBY
DEDICATED TO THE PUBLIC. THE EASEMENTS AND PRIVATE ROADS INDICATED ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID
EASEMENTS ARE HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES ARE DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE �pNPLLA S
WITHIN THE LINES OF SAID EASEMENTS. moo: ' �\r N v G'pL
IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 313805(1)(B). THIS SUBDIVISION IS PROVIDED SURFACE WATER BY THE a 15758
NORTH SLOUGH LATERAL USERS ASSOCIATION, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. A SECONDARY IRRIGATION SUPPLY SOURCE 9/20/23
SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS.
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LYNX INVESTMENTS, LLLP & HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC FR/C H0VIN
------------------------------------
JOSEPH HUARTE, MANAGER, LYNX INVESTMENTS, LLLP
(LOTS 1-3, BLOCK 3 LINDER VILLAGE SUBDIVISION)
------------------------------------
JOSEPH HUARTE, REGISTERED AGENT, HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC
(LOT 1, BLOCK 2 PARAMOUNT POINT SUBDIVISION) Sheet 9 of 10
SAGARRA SUBDIVISION No . 2 Book Page
APPROVAL OF CITY ENGINEER CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY
HEREBY STATE THAT THE RECOMMENDED CONDITIONS OF MERIDIAN HAVE BEEN SATISFIED. CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO
CODE RELATING TO PLATS AND SURVEYS.
-----------------------------------
CITY ENGINEER, MERIDIAN, IDAHO
--------------------------------------------- ------------
COUNTY SURVEYOR,SURVEYOR, P.L.S. No. DATE
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT
LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE—IMPOSED, IN CERTIFICATE OF COUNTY TREASURER
ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER
THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR
DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION
HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
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CENTRAL DISTRICT HEALTH, REHS DATE
---------------------------- -------------------------------
COUNTY TREASURER BY DATE
ACCEPTANCE OF ADA COUNTY
HIGHWAY DISTRICT COMMISSIONERS
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY CERTIFICATE OF COUNTY RECORDER
DISTRICT COMMISSIONERS ON THE _______ DAY OF ___ ---------- 20__.
INSTRUMENT NO. ----------
STATE OF IDAHO)
------------------------------------------
PRESIDENT ACHD
COUNTY OF ADA)
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF____________________
AT ________ MINUTES PAST ________ O'CLOCK __M., THIS _____ DAY OF _________1 20___, IN MY
OFFICE AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES THROUGH
APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO,
HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF ---------- ----------------------- EX— FFICIO --ORDER--------1 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED. DEPUTY EX—OFFICIO RECORDER
FEE:
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CITY CLERK, MERIDIAN, IDAHO
L LA
N O GAL
15758
9/20/23
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HOW PR
Sheet 10 of 10