CC - Proposed Final Plat SECTION LUPINE COVE SUBDIVISION NO TES:
CORNER
CP&F No. 1. ANY RE-SUBDIVISION OF THIS PLAT
2020-020779 Nathan J. Digi y Nathan PLAT SHOWING A PARCEL OF LAND SHALL COMPLY WITH THE APPLICABLE
ILLEGIBLE SS LYING WITHIN THE SW 114 OF THE NW 114 OF SECTION 33, T 4N., R. 1 W, B.M. ZONING REGULATIONS IN EFFECT AT THE
f�\1T :31 TIME OF THE RE-SUBDIVISION.
29 128 Dang 'off CITY OF MERIDIAN COUNTY OF ADA STATE OF IDAHO RECORD OF SURVEY 2. MINIMUM BUILDING SETBACKS SHALL BE
IN ACCORDANCE WITH THE BOISE CITY
32 33 Nathan J. Dan9, 11463 20 No. 10911 - ZONING ORDINANCE.
P.L.S. 11463 d
_ 3. ALL LOT LINES COMMON TO A PUBLIC
% .� RIGHT-OF-WAY HAVE A TEN (10) FOOT
'� \O�' WIDE PERMANENT PUBLIC UTILITIES
d.OP UNPLATTED - - _ _ _ - - - \ EASEMENT, LOT DRAINAGE, IRRIGATION, AND
' IDE RIGHT-OF
70 W CFAD -WAY "� \ MERIDIAN CITY STREET LIGHT EASEMENT.
i FOR I DEN DRAIN 4. IRRIGATION WATER HAS BEEN PROVIDED
PLS FROM NAMPA MERIDIAN IRRIGATION
N _ 13256 \ DISTRICT, IN COMPLIANCE WITH IDAHO CODE
N -N 85.03'27" E 726.54 INSTRUMENT No. 7608075 31-3805(1)(b). LOTS WITHIN THE
503.61' SUBDIVISION WILL BE ENTITLED TO
r a i n IRRIGATION WATER RIGHTS, AND WILL BE
PLS 0 M C �a d e n OBLIGATED FOR ASSESSMENTS FROM NAMPA
13256 4.02 24.02 1 455.32 -65.88' -� MERIDIAN IRRIGATION DISTRICT.
SET P.O.B. 162 85 �- N 85°03'27" E -78.47'- �2 \ 5. THE DEVELOPMENT OF THIS PROPERTY
'- 42.00' 42.00' - - N SHALL BE IN COMPLIANCE WITH THE BOISE
CAP ---- SEE 2¢� 2¢' -1 v CITY PLANNING AND ZONING ORDINANCE.
TIE:L 1 L2 ^ DETAIL 'A' 0 r 7" E 135.39 226.97 I ZO I / \ 6. A FIVE (5) FOOT WIDE EASEMENT IS
2Jr' �' N 85°03'27" E 167.55 _N 85°03 2 Z I HEREBY RESERVED ADJACENT TO ALL
' _ " 0.00' 40.00'1 Zo I Q) 5' SEE 0 �+ D INTERIOR LOT LINES PUBLIC UTILITIES,
i 134.40 t� 55.39 4 1 Z 10' WIDE .N NOTE 6 / / \ - IRRIGATION, AND DRAINAGE EXCEPT AS
N85°0327"E 33 94, Z o IRRIGATION rn I rn I �,; Og OTHERWISE SHOWN. A TEN (10) FOOT WIDE
50.23' o Z Z s' EASEMENT \ EASEMENT IS HEREBY RESERVED ADJACENT
50.23 1 I o cn I rn � �' I I / / �`LLOTv o ,Q) 1 SUBDIVISIONRBOUNDARYSFORD
o PUBLIC AND
i N BLOCK 1 I oV I vo I rn I O O / N� o \ PRIVATE UTILITIES, AND IRRIGATION.
N TED
N V N I 05 I o I 10' SEE < O 7. LOT 1, BLOCK 1, LOTS 1 & 6, BLOCK
N I� y �' m 9°I �''- I 3 ZE 0 BLOCK 2 I �„ co NOTE 3 \ COMMON LOTS 2 AND LOT 10BLOCK D SHALL BE OWNED AND
i 2 3 4 5 0 r� O O I �' O ;� 03'� L20 C3 �� .h�� \ MAINTAINED BY LUPINE COVE HOMEOWNER'S
A �' O O W 0 O IN rn `� I , 42.03 42' N c��� tk� 10 \ c1� ASSOCIATION.
( Nv Op N I 62.75 + w \ 8. THIS DEVELOPMENT IS SUBJECT TO THE
� o N N N I ` '�I °o I I co �/C CZ N 82°46;31 E 158.78 8 (31
- �� C ` / / \ COVENANTS, CONDITIONS, AND
\ RESTRICTIONS (CC&R'S) THAT PERTAIN TO
Ir z N "� cV o ;7 ti oo N ,J �1g S 82°46 3� 158.�N ��S n� L22 1q'S� E / p n THIS DEVELOPMENT, TO BE FILED AND
�Oi U o0 ;� 00 41.45 �2+ C24 _ � W ,N10* 0+� o � � p \ RECORDED IN THE ADA COUNTY
m W I O �O I 93 C23 -a- 149.76 v' a'>> / 115.0 0- W RECORDER'S OFFICE.
i 10' WIDE �� 6 E w ,. Q- 9. DIRECT LOT ACCESS TO N. MCDERMOTT
A � I �O _ IRRIGATION ) 8 32 69.52,27 113.8� Dg• �� S g2°46,31 69 98 _ ` 0 11' +E / �� o�+ 0 C� \ ROAD 10. IS
BOTTOM PROHIBITED. STRUCTURAL FOOTING
EASEMENT 1- -1 L �/ N I N + 7" E �j G _79.78 - -\ o ° q 5� / o
N o 52 2 t UD 2 1 m \ SHALL BE SET A MINIMUM OF 12-INCHES
m N L 12 50.00' 50.00' 37.65' 69 1� r� oo sz>° \ N o �N�O 00 o W ABOVE THE HIGHEST ESTABLISHED NORMAL
"� r7 N AL c, N 12 �✓ / 15 cr GROUND WATER ELEVATION.
Op i O rn S 89 27 24 E 164. 15 C22 �' '' 10' SEE o +\ O � 1 12 / _ n \ 1 1. MAINTENANCE OF ANY IRRIGATION
O N_N 892724 W 158.50' _ C21 C17 c, NOTE 3 '20 0 ++E v ,. AND/OR DRAINAGE PIPES OR DITCHES
Z I �� �6, \ 0 1q'S� / o \ CROSSING A LOT IS THE RESPONSIBILITY
i Z Q 00 in 0 �29 G1 \ ' h � �o � ooV ,NCO° 0+� o OF THE LOT OWNER UNLESS SUCH
i _' N 89 27'24" W 154.91' 18 �3 �� C1 �o �,`ti v �,,+ 115.0 0_ RESPONSIBILITY IS ASSUMED BY AN
I N C S orn .d, o cfl / \ IRRIGATION/DRAINAGE ENTITY OR LOT
o L32 51.00 �50.00 L31 C20 � o „ / OWNER'S ASSOCIATION.
�' n n N ^ s�� � = N�°°1 oo' / SURVEYOR'S NARRA TI VE:
_ 10' WIDE oo \ THE PURPOSE OF THIS SURVEY IS
A IRRI GA TION A N ^ ^ N �u \ `rC m '✓ / 115
EASEMENT
N rn W W � ��s \ 5' SEE v �� 14 / TO SUBDIVIDE THE PARCEL AS
i W W W W N 51 E / \ SHOWN PER IDAHO CODE 50 1301.
NOTE 6
W O � 0 O O O O ) O f° O O N O ' �+ �'- N� ,� l FOUND AND HELD MONUMENTS
1 2 3 4 5 6 7 8 9 ;� 10 p°1
2Jr N N "� "� N BLOCK 3 °'- A 6 ��� \ PER R 1 TO RESOLVE THE
r7 p O ;7 L27 N 5' SEE v \ EXTERIOR BOUNDARY.
o 0 0 0 C) NOTE 6 cA
o 0 0 0 0 o Z z NOTE 6 EASEMEN WIDE IRRIGATION V 15 �` CORNER
SEE
32 33 = - �d, � 23.5N \ SEC TION33
J J
PLS CP&F No.
1/4 CORNER L6 L5 35.00 51.00' Z__ ] - -
50.00' 50.00' 40.00' 40.00' 40.00' 40.00' 40.00' 251.59' L4 CP&F No. L3 140.42' 37.36 5461 106023324
2016-120634
APPLE VALLEY SUBDIVISION
PLS 7729 N 89.17'46" W 874.36' SET 1738.36'
LINE TABLE N 89°1746" W 2637.72' CAP
LINE BEARING DISTANCE
L1 N 85°03'27" E 25.12'
L2 N 85°03'27" E 12.06'
CURVE TABLE L3 N 89'17'46" W 23.50' LEGEND
49'
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L4 N 89°17'46" W 23. SUBDIVISION FOUND 3 112" BRASS CAP REFERENCES
C1 21.86' 223.50' 5*36'12" N 72°40'32" E 21.85' L5 N 89°17'46" W 12.00' BOUNDARY LINE MONUMENT IN ASPHALT R1 = RECORD OF SURVEY No. 10911
C2 28.47' 223.50' 717'52" N 79°07'34" E 28.45' L6 N 89°17'46" w 25.00' - - - - SECTION LINE FOUND 2" ALUMINUM CAP R2 = APPLE VALLEY SUBDIVISION.
C3 28.35' 77.00' 21°05'31" S 86°40'44" E 28.19' L7 S 34°42'44" W 15.13'
C4 40.46' 77.00' 30°06'33" S 61°04'42" E 40.00' L8 N 00°32'36" E 36.02' LOT LINE LINE MONUMENT, AS NOTED �T BOOK 30 OF PLATS, PAGE 1844-1845.
C5 35.31' 77.00' 26°16'22" S 32*53'14" E 35.00' L9 N 00°32'36" E 36.01' PARCEL LINE • FOUND 518" IRON P/N, l�
C6 19.05' 73.50' 14°51'07" S 12°19'29" E 19.00' L10 S 33*38'17" E 15.13' - CENTERLINE WITH PLASTIC CAP, AS NOTED
C7 7.22' 73.50' 5°37'29" S 02°05'1 1" E 7.2 1' L11 N 00°32'36" E 35.16' EASEMENT O SET 518,' IRON PIN WITH
C8 36.13' 25.00' 82°47'40" S 40*40'17" E 33.06' L12 N 89°27'24" W 26.50' 2" ALUMINUM CAP, PLS 11463 BASIS OF BEARING
C9 128.63' 55.00' 133°59'53" S 15*04'10" E 101.25' L13 S 40°10'04" W 21.19' RIGHT-OF-WAY
C10 31.28' 25.00' 71°40'49" S 16°05'22" W 29.28' L14 N 07°07'42" W 15.01' A DEDICATION A CALCULATED POINT N 00732'36" E BETWEEN FOUND MONUMENTS
C11 40.57' 30.00' 77°28'26" N 58*29'16" W 37.54' L15 N 07°07'42" W 35.03' DRAINAGE P.O.B. POINT OF BEGINNING AT THE 114 CORNER COMMON TO SECTIONS
C12 23.52' 20.00' 67*22'11" S 49°05'25" W 22.18' L16 S 07°07'42" E 35.03' EASEMENT 32 & 33, AND THE SECTION CORNER
C13 5.93' 55.00' 6°10'24" S 18°29'32" W 5.92' IRRIGATION EASEMENT
L17 S 07°07'42" E 15.01' 01 LOT NUMBER COMMON TO SECTIONS 28, 29, 32, & 33.
C14 54.78' 55.00' 57*04'17" S 50°06'53" W 52.55' L18 S 58°37'38" E 24.04' WIDTH AS SHOWN
C15 41.57' 55.00' 43°18'18" N 79°41'50" W 40.59' L19 N 69°52'27" E 19.33'
L20 N 82°46'31" E 1 1.96' 0 25 50 100
C16 8.61' 124.38' 3°58'02" N 53°50'24" W 8.61' L21 S 57°20'48" E 31.69' DETAIL 'A '
C17 19.79' 20.00' 56°41'07" N 81°47'00" W 18.99'
C18 25.83' 247.00' 5°59'28" S 72*52'11" W 25.82' L22 S 19°45'03" E 5.92' 12 WIDE DRAINAGE EASEMENT 1" = 50'
C19 40.66' 247.00' 9°25'53" S 80°34'51" W 40.61' L23 S 00°43'33" W 34.10'
C20 22.62' 247.00' 5°14'49" S 87°55'12" W 22.61' L24 S 19°45'03" E 58.13'
C21 31.52' 223.50' 8°04'52" S 81°15'21" W 31.50' L25 S 33°30'29" W 58.13' , ��
C22 23.37' 223.50' 5°59'28" S 72*52'11" W 23.36' L27 N 13°15'28" E 67.02' N 85-03'27" E 85.39 0` 'yy ACCURATE JOB NO.
L27 N 89°17'46" W 67.02' � v � 20-282
C23 19.56' 200.00' 5*36'12" N 72°40'32" E 19.55' SURVEYING & MAPPING
C24 25.47' 200.00' 7°17'52" N 79°07'34" E 25.46' L28 N 00°32'36" E 34.92' cv r
L29 S 69°52'27" W 15.16' d + 85.39 F- -_ DRAWN BY:
C25 17.87' 53.50' 77°28'26" S 58°29'16" E 17.77' L30 S 69°52'27" W 16.46' � N,85 03- y y . w z -�� �/ 1602 W. Hays Street #306 PGL2
C26 17.87' 50.00' 20°28'36" S 09°30'45" E 17.77' L31 S 89°27'24" E 27.41' S 85°03 27
L32 S 89°27'24" E 26.50' 50.23' .000 Boise, Idaho 83702
L33 S 00°43'33" W 34.11' 0 BLOCK 1 0 (208) 488-4227 SHEET:
L34 N 00°32'36" E 12.06' N.T.S. f F R V 10 www.accuratesurveyors.com 1 OF 3
L35 S 00°32'36" W 12.06'