HomeMy WebLinkAboutVerona_Sub_No01_FP Bk 88 pg 10 , 061
PLAT SHOWING
3121. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTIL(TIES,
D
ON U VY
� STREET LIGHT'S, IRRIGATION, LOT DRAINAGE AND HOMEOWNERS ASSOCIATION LANDSCAPING OVER THE TEN (10) FEET
.1 3.1� 3.1� �J �� J '�� ADJACENT TO ANY PUBLIC STREET AND SUBDIVISION BOUNDARY. THIS EASEMENT SWILL NOT PRECLUDE THE CONSTRUCTION
OF WARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
140 0 100 200 300 LOCATED IN THE SW Y4 OF SECTION 26, 2. UNLESS OTHERWISE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR
» T. 4 N . , RAW. , B. M . PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY SIDE LOT LINE AND 00
Scale: 1 = 00 THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE.
MERIDIAN , A D A COUNTY, I D A H O 3. ANY RE-SUBDIVISION OF THIS PUT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME
OF THE RESU80MSON.
cc 2004 4. THE DEVELOPER AND\OR OWMER SHALL COMPLY WITH THE IDAiO CODE SECTION 31-38M OR ITS PROVISIONS THAT APPLY
�TO �TO ` TO IRRIGATION RIGHTS.
.- 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SFW_L BE IN COMPLIANCE WITH THE APPLICABLE
3 r .� , �"'r S W29'44*W 3 1441.59_ S W29'44'W 3 ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS SPECIFC41Y APPROVED UNDER CUP-03-o07.
C*
r T T' 1'»' - 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
125.01 .00 25.00' 115.00 70.00 126.30 70.00 70.00 85.00 .00 25.00 85.00' 64.00 63.28 62.00 62.00 62.00 62.00 r 85.00 .00 25.00 85.00 1206.76 �, OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATKIN/DRAINAGE ENTITY.
' � 1 � BLOCK p 7 � BLOCK 9 I BLOCK 16 g 1* 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUND-
- 26 g 27 0 $ 28 $ 29 S 8 1 2 g 3 g 4 g 5 6 g 7 $ $ g 1 - ' c`00 oJ�� WATER ELEVATION.
� �, `gig W) L ►� u w � ►i o � � u; •-
1 N 00'29'44"E cD r a� th b� it En M i„ b, -- $ 8. ALL BUILDABLE LOTS IN THIS SUBDMSION ARE FOR SINGLE-FAMILY DWELLINGS ONLY. EACH SINGLE-FAMILY STRUCTURE
'O ao 0o r m O = 00 0o co � is, � co ao
115.00, 25 �� z z z ab'o z z z z Z z z g 5=�I 3 SHALL CONTAIN A MINIMUM OF 1,200 SQUARE FEET, EXCLUDING GARAGE.
N 6.31 ►�co z h 8' �
OR �, > �'� z %.65.00'
r 9. LOT 2, BLOCK 1; LOT 1, BLOCK 2; LOTS 1 do 12, BLOCK 3; AND LOTS 7 do 15, BLOCK 8 ARE NON-BUILDABLE LOTS TO
z a� g 2 S 70.00 70.00 65.00 65.00 64.00 63.28 62.00 62.00 62.00 62.00 65.00
s �; S 00'29 44'W �R� BE OWNED AND MAINTAINED BY THE VERONA HOMEOWNERS ASSOCIATION, OR IT'S ASSIGNS, AND ARE COVERED BY BUN-
^ � 101.24' l vk'` _ 256.31' _ _ 595.28' _ 110.00' 8 KET EASEMENTS FOR PUBLIC UTILITIES. LOT 7, BLOCK 8; LOT 12, BLOCK 3; AND A PORTION OF LOT 1, BLOCK 3 AS
N 000290440E m 24 >s Gti S 00'29'44"W � ��� �. - - - S 00'29'44"W 8 is
SHOWN HEREON ARE ALSO COVERED BY MERIDIAN CITY SANITARY SEWER EASEMENTS.
10. LOT 7, BLOCK 3 AND LOT 5, BLOCK 7 ARE NON-BUILDABLE LOTS TO BE OWNED AND MAINTAINED BY THE VERON+1 HOME-115.00' OWNERS ASSOCIATION, OR ITS A< NGNS, AND ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES. SAID LOTS,
N
65.42 70.00' 70.00 66.00' 66.00 66.00 66.00' 1 66.00' 66.00' 66.00 66.00' 66.00 66.00' _
3 Z g S 00'29'44'W �� $ 8' AND A PORTION OF LOT 1, BLOCK 3 AS SHOWN HEREON, ARE ALSO COVERED BY EASEMENTS FOR ACHD STORM
Z 115.00' 0 15 co _ cc _ _ _ N 'a - N W29 44*E DRAIN#a FACILITIES (INSTR. NO. 103183548). SAID STORM DRAINAGE EASEMENTS SHALL REMAIN FREE OF ALL
N o0'29 44 E o N N C" 14 13 0 12 11 0 10 0 9 0 8 6 5 co _ 4 M 3 co _ 2 0 . 1 1 ENCROACHMENTS AND OBSTRUCTIONS (INCLUDING FENCES AND TREES) WHICH MAY ADVERSELY AFFECT DRAINAGE OR
os ss g s - s g g g S � $ g s g 76.17
23 ,ri ,� ,�, �, OPERATION AND MAINTENANCE OF STORM WATER FACILITIES.
O Qi .� �f7 f'7 t[) M to M M ►17 7 lt) tt) ►n u-i �, ui 1
115.00 c14 o� b' r= v� 0° vs bfvs b> b� ao *-
3 ^ � °O Co z r- °D r 0D °° 0D °O z °° j Co 1 .- 11. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAIiO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL
S N 000290440E m g z z S O 9'440W z z z S W z z z LOCK z 8 5. OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
44 S 4 _
^ -115.00'- p N 70.42' 70.00' 70.00' 66.00' 66.00' 66.00' 66 00' cNg' S 0d'29 "W ,� Z CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION
►� oo 66.00 66.00 66.00 6 .00 6
FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN,
N 00'29'44'E 78.42' 66.OQ' 66.00' �' M 77.48' 74.00' 74. N 00�29'44 C
`V °O 22 � 3 z � °O $ v� PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE
41115.00' `" z o °O 5-'I IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT.
16 W 17 W 18 W 19 W 20 21 22 23 24
• �, ^ N i P 170.52
- 25 1 W - 12. LOT 1,,, $ •� � ao � g g, $ " g g -- $ $ g -- � � � BLOCK 1 IS ANON-BUILDABLE LOT TO BE CONVEYED TO THE CITY OF MERIDIAN FOR A COMMUNITY PARK. SAID
-9 L5 39 2� �, °D Sri ` Sri ►� u-3 vi ,4i U-1 rgi �r; �i u-; �, � 1 I LOT IS COVERED BY A BLANKET EASEMENT FOR PUBLIC UTILITIES AND PRESSURE IRRIGATION. A PORTION OF SAID LOT
' ct�S ,g 24 0 � � � m � coo ado -- ob'o = m � - � � � b, N p �! AS SH MM HEREON IS COVERED BY AN EASEMENT FOR ACHD STORM DRAINAGE FACILITIES. SAID EASEMENT SHALL
5 6v, �15 v� cn cn cn z z $ z Co � 1'jM� M RD" FREE OF ALL ENCROAD MMENTS AND OBSTRUCTIONS (INCLUDING FENCES AND TREES) WENCH MAY ADVERSELY
BLOCK 7 `�o. 21 \�' cs9 13.42' BLOCK 8 � � � N Z 1 �O AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF STORM WATER FACILITIES.
�,�, 6.OQ 66.00 66�0 66.00 66.00 66.00 25.7 C390*
STORM o,'`°' �s K OOR' m SAY C38 C 1 z 13. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 103097612,
"-ACHD E�SEMENT S 00'29'44' W
pR 41N NOTE 1 s>•� �'S� h S - - - C 4 RECORDS OF AQA COUNTY, IDAFIO.
SEE �- ,�p�1., CS 409.48 45.65 8 - 14. FENCING ADJACENT TO PATHWAYS SHALL BE NO GREATER THAN FOUR (4) FEET IN HEIGHT IF CONSTRUCTED OF SOLID SIGHT-
' : a `f> ° °'� 20 , C 5 0 2TM 62.11 70.00' 70.00' 70.00' 64.83' C 5 6 OBSTRUCTING MATERIAL
19 18 17 16 _ ')5 4 C55 15. OWNERSHIP AND MAINTENANCE OF THE PRESSURE IRRIGATION SYSTEM SWILL BE THE RESPONSI81LI1Y OF THE BRIDGETOWER
5" C ^ CROSSING AND VERONA HOMEOWNERS ASSOCIATIONS.
to
0WEST EASEMENT .� g oo o g 2 15 1 •
,ham ►� ,ri �i U-i b, U-)i "n ul �n ; �' $ 2 16. DIRECT LOT ACCESS TO N. TEN MILE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY ACHO AND THE CITY OF
�' '�• 'v, as o cc b o Mj
26.57 S 86.34' v, °° °° '- Z oo uj ^ o, o �. MERIDIAN.
• �p �o ����, 6 +� 64�� 11'01'16-W N1 O09, ' z z S 9'44'W z 79 95' z / 17. REFER TO RECORD OF SURVEY NOS. 4472 AND 5007 FOR ADDITIONAL BOUNDARY INFORMATION.
64.Qp' 1738E 70.00' 70.00' 85.04' S N 10'14,130 63.86' /
•f �p `� +4j 67.32' 70.00' 72.00' 72.00' 81.04' o C" 143.81, SUBDIVISION BOUNDARY
z 00 r '�° ��'$cd° 7 '' •`" W ,,, BLOCK 7 I--8, N � 3 A
hA - - SECTION LINE
� 8C W W 1� sJN � �' ,ti 9 to te 1010 011 $ 12 S 13 S �o cy RIGHT-OF-WAY LINE
C1 C g o 0518 30"W �D p -
N 1 L9 �� 4g C2 °p ' m `�' 128.40' ^ CENTERLINE LINE TABLE
C 4 Z � N m N c 4 ,; ? LOT LINE LINE BEARING DISTANCE LINE BEARING DISTANCE
1 C 4 8 1 � ^ +r `n �- - - - - - - EASEMENT LINE L1 N 45'25'46"E 28.25' L11 N 88'56'47"E 25.97'
BLOCK I v S Oy�g, ,� C 4 9 41.14 72.00 72.00 61.26 N� L2 N 44'34'14'W 28.32' L12 N 44'35'29"W 28.31'
S 6�1•�s 42 v C 12 N 00'29'44"E op�pp FOUND BRASS OR ALUMINUM CAP ,
i� 3 ,14 . �l' ao M L3 S 45 21 49"W 28.28 L13 N 45 25 46"E 28.25
co ;� Ss� 2?E 44Y - - -� • N W20 430E `� b, (AS NOTED)
, ,
o •� "' LN c 1 g 22.55 268.96 z , L4 S 28'S712"E 27.88 L14 N 44 3414"W 28.32
to �; 2 C 2 0 1 115.00 °D • SET 5/8"x3O" REBAR w/PLASTIC CAP00 1.5 S 46'11'15mM 27.87' L15 S 53'43'SS�M 36.95'
c„ S OT21 49"W v q, 1 `31- C21 is 89.44 1�8 89.53 1, Z • SET 1/2"X24' REBAR w/PLASTIC CAP L6 N 44!38'11'W 28.28' L16 S 44'30'1VE 28.28'
116.59 M T � 2 0, N 3 2 o Ln L7 N 72'30'50'W 41.66' L17 S 4529'44"W 28.28'
N 1 °� 0 FOUND 5/8 REBAR
°D R � 3 " � o °•� o • o ;°�i �� o L8 N 6829'53'E 28.02' L18 S 45'29'44"W 28.28'
c0 N'- C BLOCK 3 r� co z , " C_i 'SIO c 00 o I �- FOUND 1/2 REBAR L9 N 08'00'03"W 27.93' L19 S 44'30'160E 28.28'
S 00'21'49'W N 00'20 43 E Z ^ ,
( N S 00'21 49'W z -109.48 - •� �•� z o CALCULATED POINT
°; ;� 80.00 70•� 93.66 109.48'_ L10 N 4T34 05"W 29.81n 115.07 Lo 120.16' - -124.00'- o N *21'
490E 159.48 18 LOT NUMBER
� 4 Q 10 BLOCK o 4 4 $ _ Lei vi
$ 3
m � ( � � � Co to m
' - G�
z S 00'21`49'W I N 00'21'49"E S 00'21'49"W g N 00'21 49 E All
�I40 109.46
• z o M 115.07 v 122.48' 0 _ 124.00' 4 . 1• � �G CURVE TABLE
N 5 o c 9 z c 5 g g J g O Ge CURVE RADIUS DELTA ARC TANGENT CHORD CHORD BRG CURVE RADIUS DELTA ARC TANGENT CHORD CHORD MG CURVE RADIUS DELTA ARC TANGENT CHORD CHORD MG
Lo Lri
`�� � ;;' � o � `D m `a� �j tD C1 775.00 OT07'42' 42.32 21.16 42.31 N 1756'380E C22 355.00 5754'25' 327.81 176.64 316.28 N 64'02'31'E C43 825.00 05'14'40" 75.51 37.78 75.49 N 11'53'09'E
' �•, , ,
�„ S 00'21'49'W � N 00'21 490E �y N �''� C2 50.00 90'OO 00 78.54 50.00 70.71 N 4-006'W C23 4Q5.00 11'S7 41 84.55 42.43 84.40 N 30'18 080E C44 193.00 08'15 07 27.80 13.92 27.77 N 69"49 50'VAl
116.36' � 124.80 124.00 cc 109.48' '
c� o N 3 Co 88.80' 70.00' 90.00' cn C3 110.00 90'00�00� 172.79 110.00 155.56 S 4529�441M C24 775.00 03'25 25 45.31 23.16 46.30 S 1636 57'W C45 355.00 13'29`10" 83.56 41.97 83.37 S 3O'50�44�N
' v ec, 6 'v $ 5 s C4 800.00 14'00 45 195.65 98.32 195.16 S 0730 06'W C25 6.00 15656 57 16.44 29.42 11.76 N 00'21 49 E C46 355.00 0546 29 35.78 17.91 35.76 S 21 12 54N
20' ACID STORM "� v- o I N N 00"21 49"ELri C5 300.00 15'04'430 78.95 39.70 78.72 N 80'03'11'W C26 300.00 2TO3'03' 120.69 61.17 119.88 S 89'38'111 C47 775.00 0603'54' 82.04 41.06 82.00 S 11'52'181W
ORA/N EASEMENT m cc , ,
SEE NOTE 10 U o 121.71' CR 8 w i 7 6 m N 00'21'49'E m C6 50.00 9702 38 80.32 51.82 71.96 S 4623 08'W C27 300.00 23'03 03 120.69 61.17 119.88 N 89'38110W C48 775.00 0612 35 83.99 42.04 83.95 S 0544 041M
S OO'21 49'W .
I 109 48' C7 25.00 9702 38 40.16 25.91 35.98 S 4623 080W C28 175.00 3518 28 107.84 55.69 106.14 N 6T5619'W C49 775.00 0708 02 28.87 14.43 28.86 S 0133 45"W
20.14' 7 20.01'► °�
S 00'56?6V 160. 19' a, M t„ M CS 275.00 14'21'19' 69.38 34.88 69.20 S 800210530E C29 625.00 10'S1'12' 118.39 59.37 118.22 N $709'S61N C50 135.00 1501'57' 35.42 17.81 35.32 N ONT'00`42'E
- - - - - N S 00'21'49 a, ao Co - 8 6 0 , , ,
N i o 0 C9 200.00 40'01 28 139.71 72.84 136.89 N 6T34 49'W C3Q 393.00 20'OS 20 138.14 69.79 137.43 N 8648 300W C51 135.00 2T07 44 63.92 32.57 63.33 N 29'Q5 330E
� 123.36' z z $ 1 C10 600.00 14'10'57* 148.52 74.64 148.14 N 80'30'04'W C31 329.00 14'24'03' 82.69 41.56 82.47 N 8740'39'W C52 135.00 11'40'109 27.50 13.80 27.45 N 48'29'30'E
8 C11 300.00 1613'360 84.96 42.77 84.68 N 81'31'230W C32 325.00 OT08'02' 51.81 25.96 51.76 S 7T28'59"E C53 135.00 2732'26' 64.89 33.08 64.27 N 68'05'48'E
1 o Z co S 00'21'49"W c> 67.69 70.00 70.00 �' 89.48 �, C12 800.00 1749'56* 248.99 125.51 247.98 N OT24'420E C33 325.00 0532'33' 31.44 15.73 31.43 S 84'49'16'E C54 135.00 08'37'43' 20.33 10.18 20.31 N 8610'520E
6' SHARED ACCESS 8 °O ' ' '
Sj �N v „� �4 s N C13 380.00 24 0615 159.86 81.13 158.69 N 30'22 480E C34 75.00 23'4215 31.03 15.74 30.81 N 80'33 200E C55 775.00 0519 30 72.03 36.04 72.00 S 08'43 02'W
�n S 21'1748E EASEMENT 252.69 134.48 � o
POND SSE 0'� - - "` N J C14 380.00 48'03 49 318.77 169.44 309.50 N 66'27 490E C35 75.00 15'15 27 19.97 10.05 19.91 N 61'04 290E C56 775.00 05 36 03 75.76 37.91 75.73 S OX1515'W
PAN N4TE C25 ly 20.00 00�6, N. ZQ S 00'21 49"W $ �► C15 337.00 ST42'16' 180.60 92.52 178.44 S 81'03'24'E C36 75.00 1 T46'39' 23.27 11.73 23.18 N 44'33'260E C57 25.00 11'32'130 5.03 2.53 5.03 S 0516'23'E
9 4 C.37 V C16 575.00 13'38'09' 136.84 68.75 136.52 S 80'46'28'E C37 75.00 35'18'17' 46.21 23.87 45.49 N 18'00'58'E C58 25.00 78'27'47' 34.24 20.41 31.62 S 5V16'23"t
��, W 21.66 60.0o s0.00 so.oa so.00 N W21 49 = _� I
37 QD � ' ►�.� - �8. W W W 5' , J � C17 225.00 3701'15' 145.38 75.33 142.86 S 69'O4'S5'E C38 825.00 Q510'16' 74.46 31.15 74.43 N 06400410E C59 85.00 49'S2'51' 74.00 39.53 71.68 S 2526'09'W
�",'�' ,� 10 11 13 '- _ 14 '•- 15 16� 105•52 _ C18 405.00 4701'52" 297.10 155.59 290.48 N 6T28'48"E C39 825.00 03'35'49' 51.79 25.91 51.79 N 07170390E Cso 85.00 40'07'09' 59.52 31.04 58.31 S 70'26'09'w
"� 12 � � ao C 19 825.00 03'S9'16' 57.42 28.72 57.41 N 13'14'100E C40 75.00 2T 17'57' 35.73 18.21 35.40 S 7551'170E
N �k o o o M Q, o •o, o 0 0 w• z I C20 825.00 04'51'530 70.05 35.05 70.03 N um'360E C41 75.00 26'12'07* 34.30 17.45 34.00 S 4TO6'150E
�) -•-COao v0 co m ado I
125.89' " � 29 ti� I �� "' g I cn N LOOK"' 3 N I C21 825.00 04'21'58' 62.87 31.45 62A5 N O4'11'400E C42 75.00 3629'56' 47.78 24.73 46.97 S 1T45'14'E
N 00'21 49 E .� m y ��s9, 134.59' 65.00' 60.00' 60.00' 60.00, 60.00' r'
g 2 �° �9► �'.��, N 00'21'49'E 459.59' S I
96 e`�•�o,`ti s�,, 20' MERIDIAN CITY SANITARY z PRIMELAND DEVELOPMENT, LLP
C25 �s+F SEWER EASEMENT 478.44 1 - � L A
$ (o N 78'2524 �28. 1-8 ••• �• N •� ���• , �• �• f'5 00.38'11"W (o NIA
r- N 173:09 � W21490E 719.45 546.57 1924.73 N M DEVELOPER
N 0 -� MERIDIAN, ID
N - - - - I - - N o0'21'49'E 2644.39' N. TEN MILE ROAD N � � 4431
(BASIS OF BEARING)
J� h1 �� ��, �� `f'9 !-ZlGINEERINGI DAHO
o ° �� ' r N
FGQ�F ,0�0.9 0 F of \ �G.� SURVEY
FRRy JOB NO. 3W4 LUTIONSLLP GROUP
SHEET 1 OF 2 EAGLE, IDAHO MERIDIAN, IDAHO
\3004-PLT.DWG 01/20/04 BKB
VERONA uUMD" IVINION NOm 1
CERTIFICATE OF OWNERS ACCEPTANCE OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS APPROVAL OF CITY COUNCIL
KNOWN ALL MEN BY THESE PRESENTS:
THAT PRIMELAND DEVELOPMENT CO„ LLP., A LIMITED LIABILITY PARTNERSHIP, IS THE OWNER OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE OARD OF ADA COUNTY • t tko0 rz , �. CITY CLERK IN AND FOR THE CITY
THE PROPERTY DESCRIBED AS FOLLOWS: HIGHWAY DISTRICT COMMISSIONERS ON THE SS3�� DAY OF ov. 20�_. I�
, OF MERIDIAN, ADA COUNTY, AHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING
A PARCEL OF LAND LOCATED IN THE WEST 1 /2 OF THE SW1/4 OF SECTION 26, T.4N., R.1 W., w;d• a CO •,�� OF THE CITY COUNCIL HELD ON THE ����'' DAY OF �y V�� 20 3.
B.M., ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE Q.� ..�*«+ vie •, THIS PLAT WAS DULY ACCEPTED AND APPROVED.
w� �� 1� ti1;IlflirtJl�
CORNER COMMON TO SECTIONS 27, 34, 35 AND THE SAID SECTION 26; THENCE NORTH � w' \•� � i,
00'21'49" EAST, 2644.39 FEET TO THE 1/4 CORNER COMMON TO SAID SECTIONS 26 AND 27; CHAIRMAN , , •�6.
THENCE SOUTH 89'08'53" EAST, 25.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF N. : Y S ADA COUNTT HIGHWAY DISTRICTt
TEN MILE ROAD AND THE REAL POINT OF BEGINNING. : " t 'K �c
THENCE CONTINUING SOUTH 89'08'53" EAST, 1282.46 FEET TO THE C-W 1 /16 CORNER; Qy A.
THENCE ALONG THE EAST LINE OF THE WEST 1/2 OF THE SW1 /4 SOUTH 00'29'44" WEST, '•, Sy �c �4 _ 1,
1441.59 FEET; '••���y, , lle ,4:` MERIDIAN CITY CLERK � �
THENCE DEPARTING SAID LINE NORTH 89'30'16" WEST, 165.00 FEET; '�•.. �I5,�••' .,��*�Qe.
THENCE NORTH 00 29 44 EAST, 76.17 FEET; APPROVAL CENTRAL DISTRICT HEALTH DEPARTMENT
THENCE NORTH 89'30'16" WEST, 115.00 FEET;
THENCE NORTH 00 29 44 EAST, 170.52 FEET;
THENCE NORTH 89'30'16" WEST, 139.55 FEET;
THENCE NORTH 75'29'31" WEST, 50.00 FEET; SANITARY RESTRICTIONS OF THIS PLAT ARE HEREBY REMOVED ACCORDING TO THE
THENCE 42.32 FEET ALONG THE ARC OF ANON-TANGENT CURVE TO THE LEFT, HAVING A LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER, OR HIS AGENT, LISTING
RADIUS OF 775.00 FEET, THE CONDITIONS OF AeRR,py�►L..
A CENTRAL ANGLE OF 3'07 42 AND A LONG CHORD BEARING NORTH �.. • ..,
12'56'38" EAST, 42.31 FEET; �G.1 EAL .
THENCE NORTH 76'22'55" WEST, 226.37 FEET, 'S' CERTIFICATE OF COUNTY TREASURER
THENCE NORTH 89 3811 WEST, 6.03 FEET; ; c,, �t6 , / �
THENCE NORTH 00'20'43" EAST, 115.00 FEET; A ; ADA ;> CENTRAL DISTRICT HEALTH DEPARTMENT
THENCE NORTH 89*38'11" WEST, 119.71 FEET; ,� ; COUr1'rY ; �I COUNTY TREASURER IN AND FOR THE
I,
THENCE NORTH 0071'49" EAST, 159.48 FEET; •; y COUN OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308,
THENCE NORTH 89*38'11" WEST, 325.00 FEET; '+ �•' � DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY
THENCE NORTH 00'21'49" EAST, 105.52 FEET; PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE
THENCE NORTH 89*38'11" WEST, 149.74 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF N. BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS
TEN MILE ROAD;
ONLY.
THENCE ALONG SAID RIGHT-OF-WAY NORTH 00'21'49" EAST, 719.45 FEET TO THE POINT OF APPROVAL OF CITY ENGINEER
BEGINNING. CONTAINING 31.14 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY I, BRAD R. WATSON, P.E., CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA `5
IN THIS PLAT AND TO DEDICATE TO THE PUBLIC, THE PUBLIC STREETS AS SHOWN ON THIS PLAT. COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. - TREASURER �� DATE
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE
RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES ,
AS DESIGNATED WITHIN THIS PLAT, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN
THE LINES OF SAID EASMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER --
FROM AN EXISTING WATER SYSTEM AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE CITY ENGINEER
ALL THE LOTS WITHIN THIS SUBDIVISION. y
IN WIT SS WHEREOF, WE HAVE HE EUNTO SET OUR HANDS THIS t• DAY OF
20
CERTIFICATE OF COUNTY SURVEYOR ��' ,f
+ `�� TIFICATE OF COUNTY RECORDER
r.
FRANK S. VARRIALE, MANAGI PARTNER
PRIMELAND DEVELOPMENT CO., L.L.P. I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, INSTRUMENT NO.
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH
THE STATE OF IDAHO COD_E,,, . TINGA TO P TS AND SURVEYS.
STATE OF IDAHO
6'� _ SS
COUNTY OF ADA#Ame- And
)
--�
j; !,'i r3_ pies,�`:;
ACKNOWLEDGMENT H: - � �=� ��:: ��j ��$ �i C NTY SUR YO �j 1 HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF
;arc;• S"' ?i:
STATE OF IDAHO ) SS _ �
' �'`'�; - : AT MINUTES PAST ..�_ O'CLOCK P—M.,
COUNTY OF AD VN
ON THIS _� DAY OF �� 20 �3 . BEFORE ME, THE UNDERSIGNED, A r '' THIS DAY OF 20 IN MY OFFICE AND WAS DULY
NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED FRANK S. VARRIALE, KNOWN
OR IDENTIFIED TO ME TO BE THE MANAGING PARTNER OF PRIMELAND DEVELOPMENT CO., L.L.P., RECORDED IN BOOK OF PLATS AT PAGES AND Li
THE LIMITED LIABILITY PARTNERSHIP THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO CERTIFICATE OF SURVEYOR
EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY PARTNERSHIP, AND ACKNOW-
LEDGED TO ME THAT SUCH LIMITED LIABILITY PARTNERSHIP EXECUTED THE SAME. •
IN WITNESS WHEREOF, I HAVE HEREU SET MY HAND AND SEAL THE DAY AND YEAR IN I, D. TERRY PEUGH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR DEPUTY EX-OFFICIO RECORDER
THIS CERTIFICATE FIRST ABOVE WRI N. LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE �� ,�
- - ----- "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE
GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
r;a.,.,t'-^}` " A�#;: • PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
. 0 Y PUBLIC FOR IDAHO TO PLATS AND SURVEYS.
� RES ING AT BOISE, IDAHO
MY COMMISSION EXPIRES: A
Ae `m
PRIMELAND DEVELOPMENT, LLP
DEVELOPER
a 4431 MERIDIAN, ID
D. TERRY PEUGH, P.L.S. LICENSE NO. 4431
, �G !19INEERING w IDAHO
FRRY 9 JOB NO. 3004 SURVEY
SHEET 2 OF 2 S LUTIONSLLp GROUP
\3004\3004-BAK.DWG 05/13/03 SKB EAGLE, IDAHO I
MERIDIAN,IDAHO