CC - Final Plat PLAT SHOWING
CP&F REAL POINT OF BASIS OF BEARING
114007715 BEGINNING E. VICTORY RD. N89'59'41"E 2680.68' TEAK WOOD SUBDI VISION
S.19 S.20 620.22 _ __ _N89'59'41"E 288.71' _ - 1/4_ S.20
• ---�-- '--- - � -- -- -- -----��
s.3o s.2s w C W N 1771.75' 5.29 LOCATED IN THE NW X OF THE NW X OF SECTION 29,
Ib CP&F ADA COUNTY, IDAHO
'� 261.41' !' 0 106083710 T.M., R A E., B.M.,
130.00"' 25.00' -25.08' I m 2021
I NOTES �
1 0 �.�� 0+
I 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45
No .'R a RIGHT TO FARM, SECTION 22-4503, WHICH STATES "NO AGRICULTURAL
14. 4� OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A
BLOCK 1 io � NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
Ri o S ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME
O f _ ��� �` HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE
OO• >. OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN;
1 � \ `• <1 PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY J L 10 60 180
-01 I WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT (� 0 30 120
• I S89'48'31"W \ V%j OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." l
DETAIL A 13.56
BLOCK 2 15.00 \ p SCALE: 1 = 60
1 O 2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF MERIDIAN IN
f29.00' 13.56' \ ��sr• COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). ALL LOTS WITHIN
1� O THIS SUBDIVISION WILL BE ENTITLED TO WATER RIGHTS, AND WILL BE
I� N6337'35"W E. FATHOM ST. 24.00' C'R BLOCK 2 OBLIGATED FOR ASSESSMENTS FROM THE CITY OF MERIDAN. LEGEND
I 1.12' - - -L� �-- , 9 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE
29.00' 24.00' E. FATHOM ST. `� I REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION.
1 �'1, 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE FOUND 1/2" IRON PIN W/ NO CAP, REPLACE
IN DETAIL 'B' I �S89*48'31"W��, \ I APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF WITH 5/8" IRON PIN W/ PLS 7729
ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY FOUND 5 8" IRON PIN W UNREADABLE CAP,
E. FATHOM ST. I I 42.56 ``� I / /
f o O Z 41 �� 15.00' I APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. a REPLACE W/ PLS 7729
I� 1 O �0! O N1 80.00' °' 5. LOTS 11 AND 15, BLOCK 1; LOTS 1, 2 AND 9, BLOCK 2 ARE COMMON Q• FOUND ALUMINUM CAP MONUMENT
„ w) LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
1 24.00 -S89'48 33 W� to
1 1 I , I o I ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC • SET 1/2 IRON PIN WITH CAP PLS 7729
1 N89'48'33"E--J I 95.00 I j I UTILITY EASEMENT.
v i i v ni ( SET 5/8" IRON PIN WITH CAP PLS 7729
r----95.06 -----1 1 ►v I 8 1 cv v 6. DIRECT ACCESS TO E. VICTORY RD. IS PROHIBITED.
DETAIL "A W I0) 20.0' 1 23.5 23.5 bo O i w '
SCALE: 1 =5 O N I• I ICAI m 0 CALCULATED POINT
o rn I I ' w 1 7. LOT 11, BLOCK 1 IS ARE SERVIENT TO AND CONTAIN THE ACHD STORM
c) to, O �, i� I S89.48 33 W 1 ' WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST PROPERTY BOUNDARY LINE
v ( I 0 10 1 L___ 95.OQ rn AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
1--12.0 1 60.21' 34.79' 12.S89'48'33"W 143.21' RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, LOT LINE
L--N89'48'33"EL-� co --------I r---i OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS
00 63.00' 63.00' I REFERENCE AS IF SET FORTH IN FULL THE "MASTER EASEMENT" THE
cn i i -- r--------, r--------1- 1 ( ) --- SECTION LINE
Io I I N Ic+! 1 1 I 17.21' 1 I r I 1 MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
to E. FATHOM ST. 0 I 1 o I 1 I I I I I I DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE` 1�1 1� N I 1 N 1 N I N 1 MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE
- - - - - RIGHT-OF-WAY LINE
I S89'48'31"W Ioo O io o f o o o i�I STORM WATER DRAINAGE SYSTEM.
42.56' i r*i 1 i O N N O ►� ni O N N O i�I CENTERLINE
I " I � 1 o i ' a - -) 8. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE ----------------- EASEMENT LINE
" --N89'48 33 E--� O 1 m I m 1 m I AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL
� S63'14 36 W _-_ , ry ` I ' I 1 1 LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND ALONG ALL REAR
P I r- 95.06 ---� o I I I I I I I - - - - - - - PATHWAY EASEMENT LINE
0 1.12 O 1 I CA �__ _' L_____-J L__-__ -J L______-- 1 LOT LINES. A FIVE (5) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT
I0 'rn i ia' �'s 40.21 52.00 63.00 63.00 IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES AS _ _ _ _
BLOCK 1 TRADEWINDS �1 1� ^' 23.50' SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT.
- - - - - TEMPORARY TURN-AROUND EASEMENT LINE
SUBDIVISION '0i O 10 in E. RICHARDSON ST.
ACHD SLOPE EASEMENT INST N0. 2015-074372
9. ALL OF LOT 1, BLOCK 2 CONTAINS AN EMERGENCY ACCESS AND UTILITY
1 NO. 1 i i N S89'48'33"W 261.72' I EASEMENT. .•••.,.......•.•.•..,
�--N89'48'33"E--i �' 23.50' TIE LINE
N89.59'41"E r----95.06' ---, 40 L
c''I I �i'I 44.00' _52.00' \ 122.22'
21.79 v' ----- 40 ----- 7 LOT N0.
DETAIL 'B' IW 3) Q 1 '� i i i \ 11.29'
„ .I 1� ( 1 i I rn 1(n
SCALE: 1 =5 I O to I 1 cn I N / co O
J to Z i o � o
\ 15 v,I CURVE TABLE
28.44' BLOCK"1 i N 1 I 17 0 18 o N \ BLOCK 1 N b CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA
L-----N89 48 33 E---3 W 0 j o v o s - - '/ ' N
r-------116.85' ----� = 01 m 1 m S89'48'33"W I m C1 75.00 117.81 106.07 N45'11'28"W 90'00'02"
89.51
BLOCK 1 BLOCK 2 rn i ia, N IN I 4 00 1 1 r--------- --�P 1� C2 51.50 80.90 72.83 N45'11 28 W 90'00 02
I� L-----0' L-------i O) go b
1 O6 1' P+ 60.00' 52.00' I• I'
16 0 io (ul " �� i :14I w C3 98.50 154.72 139.30 N45'11'28"W 90'00'02"
I I o r___S89'48 33 W 116.00 �*
C4 113.50 178.29 160.51 N45'11'28"W 90'00'02" L
L----N89'48'33"E -----i 1 i (n .�
0 0 14 �� LINE TABLE
C13 C14 O7 O r-----116.85-------, co i C5 20.00 31.42 28.28 S45'11 27 E 90'00 00
`s 23.5' 23.5' o l rn .Dc��,' I C6 20.00 31.42 28.28 S44'48'33"W 90'00'00" LINE LENGTH BEARING
0) ODI 1 16 i m 'ti�1 ,�' i " " L1 43.56 S89'48'31"W °- 7729 0
E. HESSING CT. �; 01 O 1G1 I C17 � h g. C7 43.50 68.33 61.52 S4511 27 E 90 00 00
j�i i i �J �+`. ,'1 �''`� i�I „ " L2 42.56 S89'48'31"W Np f n� j zC)
'0 �8` l�1 C8 67.00 105.24 94.75 S45'11 27 E 90'00 00 9T �P
rn iL N87'56'52"E -C9_ I i'G'` I F OF
W `` 13 i I C9 67.00 2.18 2.18 S1'07'18"E 1'51'41" c0/�Y
0 1 i -----116.95 ------�1�
HESSING CT E. . n V, G
� 1 I C10 67.00 32.31 32.00 S15'S2 06 E 27'37 56
1 > \ DETAIL 'C' 1 '
DETAIL 'C' i O ��' 71.54' �' �-N89'48'30"E-� C11 67.00 37.49 37.00 S45'42'47"E 32'03'27"
SCALE: 1"=5' 1col e 'I��'��`�C�j C'S \ �- S89'48'33"W' r--- 83.68 --� C12 67.00 33.27 32.93 S75'57'59"E 28'26'57"
'ol ,56 ,- `', �� o; ; I SURVEYORS NARRATIVE:
C1 C13 20.00 31.84 28.58 S45'47'54"E 91*12'53"
1 _ - ' 12 i,1 " " THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN
+yam' �\�, �� O IQ I C14 20.00 20.81 19.88 N61'1313 E 59'36 26 HERON. THE PROPERTY IS ADJACENT TO TRADEWINDS SUBDIVISION NO. 1,
10f TUSCANY LAKES SUBDIVISION NO. 2 AND UNPLATTED LANDS AS SHOWN
C15 63.00 326.33 66.04 NO'11'27"W 296'47'06"
�`O ti SS Ivl ON RECORD OF SURVEY 2739.
-- 9.19' �ry4� CRY 10 A
C21 R�3. I C16 63.00 31.18 30.86 S45'35'39"W 28*21'18'
1 �j8 OR,
`993ry� � ?S• F��J C17 63.00 55.42 53.65 S84'58'26"W 50'24'16"
C18 63.00 36.60 36.09 N5310'52"W 33*17'08"
C19 63.00 39.97 39.30 N18'21 53 W 36'20 48
29 N�373,33�w C20 63.00 39.56 38.91 N17'47'43"E 35'58'25"
42Q � OD C21 63.00 102.76 91.74 N82'30'31"E 93'27'11"
T 37� 23;�3g• 00 I
BLOCK 1 �,� C22 63.00 20.85 20.76 S41'16'54"E 18'57'59" BOOK PAGE
U��IvjSvv �, 30 I C23 20.00 20.38 19.51 N60-59.41"W 58'23'33" IDAHO
� 9955 W. EMERALD ST.
O 31 ` SURVEY BOISE, IDAHO 83704
32 JOB NO. 19-324 (208)846-8570
P:\TEAKWOOD SUB (1835 VICTORY TOPO) 19-324\dwg\Plat\Teakwood Sub PLAT.dwg 1/23/2021 11:40:23 AM SHEET 1 OF 3 _ GROUP, LLC