CC - Final Plat PLAT OF
Prescott Ridge Subdivision No. 1
A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION
AND A PORTION OF THE NE 1/4, THE SW 1/4 AND THE NW 1/4 OF SECTION 28,
TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2021
20 21
FOUND ALUMINUM CAP, "8961"
0 200 400 600
N 1/4 SECTION 28
W. Chinden Blvd. 21
_
- - - - - - PER CP&F INST No. 2018-046039 =
29 � Plan
28 - - - - - - - S89'27'17"E 2609.40' Scale: 1" 200'
- - - - - - - - -
FOUND ALUMINUM CAP, "8961" S89'26'02"E 28
NW CORNER SECTION 28
PER CP&F INST No. 2017-074125 65.00'
00
^o M SHEET INDEX
SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND
w O SHEET 2 - DETAIL PLAT MAP
3 Unplatted SHEET 3 - DETAIL PLAT MAP, LINE AND CURVE TABLES
( SHEET 4 - DETAIL PLAT MAP
J ih SHEET 5 - DETAIL PLAT MAP, NOTES
o SHEET 6 - CERTIFICATE OF OWNERS
Z p SHEET 7 - CERTIFICATES AND APPROVALS
c z
L
N REFERENCES
Z • S06'50'09"E
R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS, PAGES
84.56' 7026-7027, RECORDS OF ADA COUNTY, IDAHO.
I ate) NO 1°36'18"E • • R2. RECORD OF SURVEY No. 2815, RECORDS OF ADA COUNTY, IDAHO.
120.10' 3 S06'20'25"W
•
N00'34'29"E 82.31 ' R3. RECORD OF SURVEY No. 8502, PAGE 8, RECORDS OF ADA COUNTY, IDAHO.
131 .10' • S00°34'29"W
S89°25'31 "E 2 284.46' LEGEND
22a99' BLOCKI3 ® ALUMINUM CAP AS NOTED I
•
1 S44°51 '44"E FOUND 5/8-INCH REBAR AS NOTED
f
CURVE TABLE Peregrine Heights 3 17.5SOO*34'29"W SET 5/8-INCH REBAR WITH PLASTIC CAP MARKED
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD Subdivision 47.00' "ALB 12459°
N00 06 05 W z W. Lost Rapids St. • SET 1/2-INCH REBAR WITH PLASTIC CAP MARKED
C1 295.00' 202.31' 39'17'37" N20'13'17"E 198.37' 253.04' "ALB 12459"
BLOCK 12 S46'00'42"W
C2 455.00' 221.74' 27'55'22" N1432'10"E 219.55' • 17.63' CALCULATED POINT, NOTHING FOUND OR SET
C3 545.00' 336.71' 35'23'54" S22'10'09"W 331.38' • SO 1°18'03"W
I C4 205.00' 140.59' 39'17'37" S20'13'17"W 137.85' N74°07'45"E 1 16 LOT NUMBER
'w� 93.28'
I vv 7.67 V SUBDIVISION BOUNDARY LINE
M
/fir V LOT LINE
N34°00'44"E 0,. • - - - SECTION LINE
47.02' 1 Unplatted ADJACENT LOT LINE
• S7 N09'46'30"W BLOCKI4
1 33'16»£ 1 1 .09, • - - - - - - - - - EASEMENT LINE
0 483 50, `O
6 Unplatted p
9 10 •
1 O g 11 12 13 14 15 16 Sig O8f'6 589 77'
o o ® 17 18 20 Lot 18, Block 1 S 4°09'36"E
+, z� a, O 0 z1 22 Peregrine Heights • 0
O w N 3 BLOCK 1 23 24 25 26 27 • s SUbdIVISIOn �O • 22.81 '
m� w �2 22 21 Fire�ine 28 29 30 . �� •• �i S39'14'42"W
W,
0 0� ,"�, turgill 1 20 19 18 17 16 Dr. w O `',g9ss °�`�' aJ Q�. 67.00' SURVEY NARRATIVE
v o O P N O 15 14 13 12 I 'rel'reline Ct •29, F N75 51 12 E �� ��o �sd I THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE
moo 2 > BLOCKS 0 48.41 ,p Q� hC� �1is, SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS L-STED jiN
z �o O Q O O3 0 0 6 5 D • • S00'52'1 7"W .h� �v l` I THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION.
cn 4 +� ,,� MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH
Z O O 6 O O 11 9 • 225• f3 O BLOCK 2 97,$2' 'ham �?�' ro S85°1 8'1 8"W THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF
E O9 10 /�178. ,62 205.58' \� ti 23.2g' RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON.
1 O �-+ 10 08 6 ff • • 1
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POINT OF BEGINNING O 11 Z $00'34'29"W 103.84' • S00'34'29"W - - - -
O S00 34 29 W E V 45.75' Lot 18, Block 1 29 28 28 o
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ry 9 OF Q�
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SET ALUMINUM CAP, "ALB 12459" o W. Smokejumper St. F,f I NI N
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W 1/4 SECTION 28 0 6 1
PER CP&F INST No. 2021- 1 �,I ( •Z`{• Z�
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625.00' BLOCK 7 O BLOCK 9 1 88.56 p
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N89'21'12"W - � 9 9f BLOCKS - - -
29 28 N89°21 12 W 686.03 • - - - o
v N00°52'21 "E N89°14'44"W 71 4.92' SET ALUMINUM CAP, "ALB 12459" z PROPERTIES LLC E N G I N E E R I N G
> , C 1/4 SECTION 28 , ° 5725 NORTH DISCOVERY WAY
Q 16.96 Unplatted PER CP&F INST No. 2021- -_ Meridian Idaho BOISE,IDAHO83713
PHONE(208)639-6939
kmengilp.com
29 28 N89'21'12"W 2622.17'
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N89.2531 'W108.74' 0 60 120 180 ENGINEERING
Z 10.00' 15 98.82' �� `� 5725 NORTH DISCOVERY WAY
Plan Scale: 1" = 60 BOISE,IDAHO 83713
POINT OF COMMENCEMENT PHONE(208)639-6939
SET ALUMINUM CAP, "ALB 12459" kmengilp.com
W 1/4 SECTION 28 _ See Sheet 3
PER CP&F INST No. 2021-------
29 28 [JOB NO, 21-099 SHEET 2 Of 7
PLAT OF
See Sheet 2
Prescott Ridge Subdivision No. 1 See Sheet 4
- - - - - -,-�
23.50'23.50' N89'25'31"W1111 Unplatted Peregrine Heights
>, 111.50' 18.50' Subdivision
N89'25'31"w cv I S89°25'31 "E 697.82' I
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N 137.01' N89'25'31"W " `n
- 967.82' 180.00'� N89' ' " .W. Smokejumper St. � N89'25'31"W o
` ' 934.58'
N M . moejumper St.
N0
II' 7067.58 60.00' 60.00' 68.00' 56.84' 4 65.48' .00' 60.00' 70.00' 70.00' 66.08' 70.00' 70.00' 70.00' 60.00' 60.00' 60.00'I 55.05'0 <
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N00°52'21 "E • 38.84' 66.08' 70.00' 70.00' 70.00' 60.00' 60.00' 60.00' 60.00' N 25.00' 5.00'
16.96' N890 14'44"W 714.92' •
Unplatted I
CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
C1 295.00' 202.31' 39'17'37" N20'13'17"E 198.37' C14 500.00' 275.78' 31'36'09" N16'22'33"E 272.30' C27 284.50' 13.17' 2*39'11" N2'20'13"E 13.17' C40 476.50' 50.39' 6'03'34" N82'02'43"W 50.37'
C2 455.00' 221.74' 27'55'22" N14*32'10"E 219.55' C15 504.59' 21.76' 2*28'16" N2'20'1YE 21.76' C28 51.50' 93.45' 103'57'45" N55'38'41"E 81.14' C41 476.50' 7.30' 0'52'40" N78'34'36"W 7.30'
C3 545.00' 336.71' 35'23'54" S22'10'09"W 331.38' C16 466.51' 94.84' 11'38'52" N9'26'37"E 94.67' C29 323.50' 27.24' 1 4'49'31" S74'47'1YE 27.24' C42 223.50' 37.94' 1 9'43'38" N6'59'55"E 37.90'
C4 205.00' 140.59' 39'17'37" S20'13'17"W 137.85' C17 443.00' 89.80' 11'36'51" N9'28'14"E 89.64' C30 323.50' 5.30, 0'56'20" S77'40'08"E 5.30' C43 223.50' 6.09' 1'33'37" N1'21'17"E 6.09'
C5 308.00' 14.26' 239'11" N2'20'1YE 14.26' C18 475.60' 20.51' 2*28'16" N2'20'1YE 20.51' C31 276.50' 27.81' 5'45'49" N75'15'22"W 27.80' C44 176.50' 34.77' 11'17'15" S6'13'06"W 34.71'
C6 75.00' 136.09' 103'57'45" N55'38'41"E 118.17' C19 443.00' 60.77' 7'51'35" N7'35'36"E 60.72' C32 15.00' 20.78' 79'21'40" S62'10'54"W 19.16' C45 275.00' 188.60' 39'17'37" N20'13'17"E 184.92'
C7 300.00' 30.18' 5'45'49" S75'15'22"E 30.17' C20 443.00' 29.03' 3'45'15" N13*24'01"E 29.02' C33 50.00' 72.02' 82'31'51" S63'46'00"W 65.95' C46 225.00' 154.31' 39'17'37" S20'13'17"W 151.30'
C8 50.00' 51.31' 58'47'45" N72'27'51"E 49.09' C21 331.50' 15.35' 2*39'11" S2'20'13"W 15.35' C34 50.00' 65.33' 74'51'48" N18'31'56"E 60.78' C47 1 475.00' 12.56' 1'30'54" N39'06'39"E 12.56'
C9 500.00' 97.87' 11'12'56" S83'44'44"E 97.72' C22 98.50' 36.29' 21'06'29" S14'13'03"W 36.08' C35 50.00' 40.05' 45'53'54" N78'54'48"E 38.99' C48 475.00' 212.30' 25'36'29" N13'22'44"E 210.54'
C10 200.00' 39.40' 11'17'15" S6'13'06"W 39.34' C23 98.50' 39.91' 23'13'03" S36'22'48"W 39.64' C36 523.50' 46.86' 5'07'43" N86'47'21"W 46.84' C49 525.00' 360.05' 39'17'37" S20'13'17"W 353.03'
C11 250.00' 171.45' 39'17'37" N20'13'17"E 168.11' C24 1 98.50' 25.14' 14'37'21" S55'18'00"W 25.07' C37 523.50' 45.88' 5'01'18" N81'42'50"W 45.87' C50 27.50' 23.76' 49'29'48" N64'40'37"W 23.02'
C12 500.00' 342.90' 39'17'37" N20'13'17"E 336.22' C25 98.50' 41.86' 24'20'48" S74'47'05"W 41.54' C38 523.50' 9.73' 1'03'55" N78'40'13"W 9.73' C51 27.50' 24.31' 50'38'46" N65'15'06"E 23.52'
C13 500.00' 67.12' 7'41'28" N36'01'22"E 67.07' C26 98.50' 35.53' 20'40'04" N82'42'29"W 35.34' C39 476.50' 35.58' 4'16'42$' N87'12'51"W 35.57' N LANDS
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LINE TABLE LINE TABLE LINE TABLE LINE TABLE 1 2459
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEAFdiNG DISTANCE
L1 S46'00'37"W 28.22 L14 S33'08'16"E 14.14 L27 N44'25'31"W 6.39 L40 N46'00'42"E 17.53 9,9 qTE OF
L2 N43'59'23"W 28.22 L15 N56'51'44"E 14.14 L28 N44'25'31"W 14.14 L41 S44'51'44"E 45.60
L3 N1'00'37"E 25.28 L16 N56'51'44"E 6.39 L29 S44'25'31"E 4.46 L42 N45'34'29"E 35.29 C1 ZDZ�
L4 S38'59'25"E 14.18 L17 S16'20'40"E 20.20 L30 S44'25'31"E 16.07 L43 S85'18'18"W 45.60 Developer
L5 N38'59'25"W 25.12 L18 N33'08'16"W 14.14 L31 N45'34'29"E 14.14 L44 S4'09'36"E 45.49 PROVIDENCE
L6 S46'00'37"W 6.39 L19 N33'08'16"W 6.39 L32 N45'34'29"E 6.39 L45 N9'46'30"W 27.35 PROPERTIES, LLC.
L7 S46'00'37"W 14.14 L20 S56'51'44"W 14.14 L33 S45'34'29"W 14.14 L46 N74'07'45"E 27.44 Meridian, Idaho
L8 S43'59'23"E 14.14 L21 S56'51'44"W 6.39 L34 S45'34'29"W 6.39 L47 S46'00'42"W 27.96
L9 S43'59'23"E 6.39 L22 N33'08'16"W 20.53 L35 N4425'31"W 6.39 L48 S44'51'44"E 28.07
L10 N44'25'31"W 20.52 L23 N56'51'44"E 6.39 L36 N4425'31"W 14.14 L49 S89'25'35"E 20.00
L1 1 N45'49'43"E 6.36 L24 N56'51'44"E 14.14 L37 S44'25'31"E 7.01 L50 N89'25'35"W 20.00
L12 N45'49'43"E 14.19 L25 S45'34'29"W 14.14 L38 S44'25'31"E 28.28 L51 S6'20'25"W 61.20
L13 S33'08'16"E 6.39 L26 S45'34'29"W 6.39 L39 N46'00'42"E 28.07 L52 S48'28'01"W 29.82 kin
0 60 120 180 ENGINEERING
5725 NORTH DISCOVERY WAY
Plan Scale: 1" = 60' PHONE(08)6 9-6939
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1 ZI • ( SET ALUMINUMCCA�4 SECTION 28 Off°' ��� PROVIDENCE
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5725 NORTH DISCOVERY WAY
BOISE,IDAHO 83713
SET ALUMINUM CAP, "ALB 12459" PHONE(208)639-6939
C 1/4 SECTION 28 kmengllp.com
PER CP&F INST No. 2021-------
FOB NO. 21-099 SHEET 4 OF 7
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20 21 W. Chinden Blvd. 21
29 �28 - - - - -S89'27'17"E 2609.40' - PLAT O F
FO28
UND ALUMINUM CAP, "8961" FOUND ALUMINUM CAP, "8961" Prescott Ridge Subdivision No. 1
NW CORNER SECTION 28
PER CP&F INST No. 2017-074125 N 1/4 SECTION 28
PER CP&F INST No. 2018-046039
3
`o o i� NOTES
N 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED
I o NORMAL GROUND WATER ELEVATION.
2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
EFFECT AT THE TIME OF RESUBDIVISION.
S89°26'02"E 65.00' 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION
• • 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED
rC,25.00 35.00' FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT.
4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO
> .- l AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR
z°' PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN
R IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT
U) w o THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE
w a RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
a z o EXPANSION THEREOF".
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�= w 5. LOTS 1, 8, 19, AND 30, BLOCK 1, LOTS 1 AND 9, BLOCK 2, LOTS 1 AND 11, BLOCK 3, LOT 1, BLOCK 4, LOTS 1 AND
N Z l 15, BLOCK 5, LOTS 1, 6, 12, AND 18, BLOCK 6, LOT 6, BLOCK 7, LOTS 1 AND 15, BLOCK 8, LOT 1, BLOCK 9, LOT 1
BLOCK 10, LOT 1, BLOCK 11, LOTS 1, AND 3 BLOCK 12, LOTS 1 AND 3, BLOCK 13 AND LOT 1, BLOCK 14 ARE COMMON
LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. THESE COMMON
LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION
PRESSURIZED IRRIGATION. A PORTION OF LOT 12, BLOCK 6 IS SUBJECT TO A STORM DRAINAGE EASEMENT AS SHOWN
HEREON.
6. LOT 2, BLOCK 12 AND LOT 2, BLOCK 13 (COMMON LOTS) ARE PRIVATE ROADS. MAINTENANCE FOR SAID LOTS IS AS
PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR
MAINTENANCE OF THE PRIVATE ROADS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED
WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN.
7. LOT 8, BLOCK 1 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE ACCESS TO
LOTS 5, 6 AND 7, BLOCK 1 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY
VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL BE MAINTAINED BY THE
orn 00
HOMEOWNER'S ASSOCIATION.
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�S I � Ni 8. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR PUBLIC UTILITIES
Peregrine Heights Y ° AS SHOWN HEREON.
Subdivision w O w 3 9. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S
V in 1. ASSOCIATION PRESSURIZED IRRIGATION.
LLO N O LO
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10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF
d o MERIDIAN.
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O z o 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY
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RESTRICTION RELEASE.
30.00' 35.00' 12. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS.
13. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR
RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME.
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14. DIRECT LOT ACCESS FROM N. MCDERMOTT RD. AND W. CHINDEN BLVD. IS PROHIBITED.
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22.999 25.00'E25.00' BLOCK 13 See Sheet 4
• • I
FBO. 21-099 SHEET 5 OF 7
PLAT OF
Prescott Ridge Subdivision No. 1
CERTIFICATE OF OWNERS
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED.
A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68 OF PLATS, PAGES
7026-7027, RECORDS OF ADA COUNTY, IDAHO) AND A PORTION OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 AND THE NORTHWEST
1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S01'00'37"W A DISTANCE OF
2,630.72 FEET FROM AN ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 28;
THENCE FOLLOWING THE WESTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28, N01'00'37"E A DISTANCE OF 400.00 FEET TO
THE POINT OF BEGINNING.
THENCE FOLLOWING SAID WESTERLY LINE, N01'00'37"E A DISTANCE OF 690.74 FEET;
THENCE LEAVING SAID WESTERLY LINE, S71'33'16"E A DISTANCE OF 483.50 FEET;
THENCE S78°08'16"E A DISTANCE OF 589.77 FEET;
THENCE S46°56'01"E A DISTANCE OF 299.29 FEET;
THENCE N75°51'12"E A DISTANCE OF 48.41 FEET TO THE WESTERLY BOUNDARY OF SAID LOT 18;
THENCE FOLLOWING SAID WESTERLY BOUNDARY, S00°52'17"W A DISTANCE OF 97.82 FEET;
THENCE LEAVING SAID WESTERLY BOUNDARY, N89°25'31"W A DISTANCE OF 205.07 FEET;
THENCE N78°08'16"W A DISTANCE OF 225.62 FEET;
THENCE S11°51'44"W A DISTANCE OF 168.50 FEET;
THENCE S78'08'16"E A DISTANCE OF 51.50 FEET;
THENCE S11'51'44"W A DISTANCE OF 35.69 FEET;
THENCE S00°34'29"W A DISTANCE OF 103.84 FEET;
THENCE S89°25'31"E A DISTANCE OF 697.82 FEET;
THENCE SOO°34'29"W A DISTANCE OF 51.50 FEET;
THENCE S89'25'31"E A DISTANCE OF 270.00 FEET;
THENCE N00°34'29"E A DISTANCE OF 12.08 FEET;
THENCE 202.31 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 295.00 FEET, A DELTA ANGLE OF
39'1737", A CHORD BEARING OF N20'13'17"E, AND A CHORD DISTANCE OF 198.37 FEET;
THENCE N39'52'06"E A DISTANCE OF 921.26 FEET;
THENCE N09'46'30"W A DISTANCE OF 11.09 FEET;
THENCE N34'00'44"E A DISTANCE OF 47.02 FEET;
THENCE N74'07'45"E A DISTANCE OF 7.67 FEET;
THENCE 221.74 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 455.00 FEET, A DELTA
ANGLE OF 27'55'22", A CHORD BEARING OF N14'32'10"E, AND A CHORD DISTANCE OF 219.55 FEET;
THENCE NOO°06'05"W A DISTANCE OF 253.04 FEET;
THENCE S89°25'31"E A DISTANCE OF 22.99 FEET;
THENCE NOO'34'29"E A DISTANCE OF 131.10 FEET;
THENCE N01'36'18"E A DISTANCE OF 120.10 FEET;
THENCE NOO'43'55"E A DISTANCE OF 607.79 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF W. CHINDEN BOULEVARD;
THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, S89`26'02"E A DISTANCE OF 65.00 FEET;
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, S00-43'55"W A DISTANCE OF 533.88 FEET;
THENCE S06'50'09"E A DISTANCE OF 84.56 FEET;
THENCE S06°20'25"W A DISTANCE OF 82.44 FEET; j
THENCE SOO'34'19"W A DISTANCE OF 284.32 FEET;
THENCE S44°51'44"E A DISTANCE OF 17.53 FEET;
THENCE SOO°34'29"W A DISTANCE OF 47.00 FEET;
THENCE S46'00'42"W A DISTANCE OF 17.63 FEET;
THENCE SO1'18'03"W A DISTANCE OF 93.28 FEET;
THENCE 336.71 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 545.00 FEET, A DELTA ANGLE OF
35'23'54", A CHORD BEARING OF S22-10'09"W, AND A CHORD DISTANCE OF 331.38 FEET;
THENCE S39°52'06"W A DISTANCE OF 244.48 FEET;
THENCE SO4'09'36"E A DISTANCE OF 22.81 FEET;
THENCE S39'14'42"W A DISTANCE OF 67.00 FEET;
THENCE S85°18'18"W A DISTANCE OF 23.28 FEET; I
THENCE S39'52'06"W A DISTANCE OF 547.64 FEET; I
THENCE 140.59 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA ANGLE OF !
39'1 T37", A CHORD BEARING OF S20'13'17"W, AND A CHORD DISTANCE OF 137.85 FEET; j
THENCE SOO'34'29"W A DISTANCE OF 45.75 FEET;
THENCE S44'51'44"E A DISTANCE OF 23.28 FEET;
THENCE S89°25'31"E A DISTANCE OF 53.42 FEET;
THENCE SDO'34'29"W A DISTANCE OF 188.56 FEET;
THENCE N89°14'44"W A DISTANCE OF 714.92 FEET;
THENCE NOO'52'21"E A DISTANCE OF 16.96 FEET TO THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28;
THENCE FOLLOWING SAID SOUTHERLY LINE, N89'21'12"W A DISTANCE OF 686.03 FEET;
THENCE LEAVING SAID SOUTHERLY LINE, N01°00'37"E A DISTANCE OF 400.00 FEET;
THENCE N89°21'12"W A DISTANCE OF 625.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 27.420 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS
SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY
PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR
SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED
OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS
AGREED IN WRITING TO SERVE ALL OF THESE LOTS.
CERTIFICATE OF SURVEYOR
I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF
IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS
SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION
AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
TO PLATS AND SURVEYS.
NO L LANCO %ST
E. DON HUBBLE, AUTHORIZED AGENT AARON L. BALLARD, P.L.S. 12459 12459
PROVIDENCE PROPERTIES, LLC.
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ACKNOWLEDGMENT 9�PpN P��P�`�
STATE OF IDAHO L. $
SS � .Z�•Zo21
ADA COUNTY )
Developer
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY E. DON HUBBLE, AUTHORIZED
AGENT, PROVIDENCE PROPERTIES, LLC. PROVIDENCE ''also
PROPERTIES LLC. E 5725�?NORTH DISCOVERY WAY G
BOISE,IDAHO 83713
Meridian, Idaho PHONE(208)639-6939
SIGNATURE OF NOTARY PUBLIC kmengllp.com
MY COMMISSION EXPIRES
JOB NO. 21-099 SHEET 6 OF 7
i
I
I
PLAT OF
Prescott Ridge Subdivision No. 1
I
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APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN
DISTRICT COMMISSIONERS ON THE DAY OF 20 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 REIMPOSED,
IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL.
I
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PRESIDENT
I
ADA COUNTY HIGHWAY DISTRICT
HEALTH OFFICER DATE
I
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER
I
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
SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
CITY ENGINEER
APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE I
I
I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY,
IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE
DAY OF A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED.
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
SS
ADA COUNTY
MERIDIAN CITY CLERK
I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1 WAS FILED AT
THE REQUEST OF AT MINUTES PAST O'CLOCK .M.,
THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
CERTIFICATE OF COUNTY SURVEYOR
BOOK OF PLATS AT PAGES THRU
1, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY I
THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER
RELATING TO PLATS AND SURVEYS.
DEPUTY EX—OFFICIO RECORDER
ADA COUNTY SURVEYOR DATE FEE:
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12459
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Developer
PROVIDENCE
PROPERTIES, LLC. E sN72G I N E OVRRY N G
Meridian Idaho BOISE,IDAHO83713
PHONE(208)639-6939
kmengllp.com
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106 NO. 21 099 SHEET 7 OF 7