HomeMy WebLinkAboutFinal Plat FINAL PLAT OF
DISTRICT TEN MILE SUBDIVISION
SITUATED IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 3 NORTH,
RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
2025
NORTH
I
BARAYA APARTMENTS OUTER BANKS SUBDIVISION I GRAPHIC SCALE IN FEET
SUBDIVISION PLAT BOOK 126, PAGE 20200 I 200, 0 100, 200' 400'
PLAT BOOK 116, PAGE 17414
1" = 200' @18X27
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' NE 1/16TH COR OF SEC 15,T3N, R1W, B.M. /
(CP&F NO. 103095845)
W.COBALT DR. N 1/16TH COR OF SEC 15,T3N, R1 W,B.M.
(CP&F NO.2019-018779)
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SURVEYOR:
i KIMLEY-HORN AND ASSOCIATES, INC. 1100 W. IDAHO STREET, SUITE 210 Tel. No. (208) 297-2885
'- 1100 WEST IDAHO STREET,SUITE 210,
U' BOISE, IDAHO 83702 BOISE, IDAHO 83702 www.kimley-horn.com
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PHONE:(208)297-2885 Scale: Drawn by. Checked by. Date: Project No. Sheet No.
Y X CONTACT:W.TRAVIS BRADLEY, PLS
PREPARED FOR: AHLQUIST 1"=200' TRS WTB 2025-08-13 1 193217002 1 1 OF 5
FINAL PLAT OF
DISTRICT TEN MILE SUBDIVISION \\
NORTH \ \
\
55'WIDE KENNEDY
LATERAL EASEMENT \ \ \
\
\ PARCEL NO. R6733720480
GRAPHIC SCALE IN FEET \ \ 10 MILE FRANKLIN LLC
80' 0 40' 80' 160' /
1" = 80' @18X27
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NE 1/16TH COR OF SEC 15,T3N, R1W, B.M. �6°�2 / \ �' \�r°'i N 1/16TH COR OF SEC
(CP&F NO. 103095845) N59°32'20"E 9
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_ �- (CP&F NO.2019-018779)
/ S30°34'10"E N\ S86°20'01"E
W.COBALT DR. 1 / 55.85' 1 I 16.90' 1 POB POC
W.COBALT DR. / 1 N89015'05"W
22 62' / LANDSCAPE I 1 81.87'
ACHD TEMPORARY EASEMENT - _ - - - - - - - _ _ - - C18 - -iG20� SETBACK I I I 1
S89°14'59"E 649.57'
INSTRUMENT NO.:2022-095643 85.76 - - -=313.00'- � _ _ __ - = - - - - - -
250.81'- rn
\ I- - - - L - _ _ _ _ _ _ - J MUP EASEMENT(PER PLAT) � I BLOCK 1 I
\ _ S29°02'35"W ACHD PERMANENT EASEMENT O4 I
I 45.41' � �ACHD PERMANENT EASEMENT
U PER INST.NO.:2022-095642 0 CD PER INST. NO.:2022-095642 ACHD PERMANENT EASEMENT 2.23 ACRE
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NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD LOT LINE
ADJOINER LINE
C1 10'22'37" 568.26' 102.92' S87023'20"W 102.78' C15 6'26'11" 461.00' 51.79' S83002'56"W 51.76' EASEMENT LINE (AS NOTED)
0 C2 25038'53" 568.26' 254.38' S79045'13"W 252.26' C16 5°43'28" 120.00' 11.99, N31°40'40"E 11.98'
T LANDSCAPE SETBACK LINE
C3 15'16'16" 568.26' 151.46' S74033'54"W 151.01' C17 22-06-45" 200.00' 77.19' N17045'34"E 76.71' MATCHLINE
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Y C4 27007'14" 31.00' 14.67' S80028'09"W 14.54' C18 2°56'36" 345.97' 17.77' N89018'1WE 17.77' OO FOUND 5/8" REBAR MARKED"PLS 7880"(UNLESS OTHERWISE SHOWN)
" C5 37°21'06" 19.00' 12.39' N75021'13"E 12.17' C19 31°19'50" 345.97' 189.18' N75006'33"E 186.84'
O FOUND 1/2" REBAR MARKED"PLS 11334"(UNLESS OTHERWISE SHOWN)
FOUND 1-1/4"COPPER DISC IN CONCRETE MARKED "PLS 7880"
C6 13°40'55" 559.00' 133.49' S48040'01"W 133.17' C20 28023'14" 345.97' 171.41' N73°38'15"E 169.66'
2 SET 5/8" REBAR MARKED "PLS 5071167"
C7 4003'36" 461.13' 32.68' S43051'25"W 32.67' C21 25035'16" 263.00' 117.45' N72°13'28"E 116.48' SET 1/2" REBAR MARKED"PLS 5071167"
3 C8 32°05'53" 104.00' 58.26' N66°48'58"W 57.50' C22 32°33'04" 50.00' 28.41' S14°17'38"E 28.03' MUP MULTI-USE PATHWAY EASEMENT
C9 17°04'05" 248.00' 73.88' N42°13'59"W 73.60' C23 29°21'23" 50.00' 25.62' S16039'36"W 25.34'
C10 5°57'41" 146.00' 15.19' S25°27'34"E 15.18' C24 29°21'23" 50.00' 25.62' S16039'36"W 25.34' \GNNL LAND S
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C11 75°06'12" 49.00' 64.23' S09006'41"W 59.73' C25 28°45'31" 32.50' 16.31' S14039'50"W 16.14' �
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ib Scale: Drawn by. Checked by: Date: Project No. Sheet No.
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1"=80' TRS WTB 2025-08-13 193217002 2 OF 5
FINAL PLAT OF
(SHEET2) DISTRICT TEN MILE SUBDIVISION
\ \ (SHEET 3) 3 4.65 ACRES I 0.80 ACRE
202,554 SQ. FT.
ro \ o a, O 34,848 SQ. FT.
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S88°01'06"E 250.19'
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\ C 39.20' \ 59,241 SQ. FT. ui
(.0 2.70 ACRES co 0.59 ACRES �6 \ S59°57'32"W \ \ • •
117,612 SQ. FT. I cO 25,700 SQ. FT. y 6g.3�6� 4.45' \ \ 10 $
\12.50' \ \ LANDSCAPE 3� \ /� ui
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1.13 ACRES N 0.83 ACRES _ C7 \ \ \ \ \ \ \\ \ C5 •LO
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32.51' S1°43'09"W EASEMENT • G� QP�O \ \ \ \ \ \ \ \ \ DETAIL /
LANDSCAPE MUP I 1 21.33' - • G\b, G \ \ \ \ \ \\ NOT TO SCALE /
EASEMENT -
SETBACK C15 \ \ \ \
S86°16'02"W \ \ \ \
S86°16'02"W 220.80' \ \ \ \
\ \ \ \
N46°34'25"W 96.98' \ \ \
N 29.33' / \ \ \ \\ \ \
\ \ \ \\ \\ E1/4COROFSEC
\ \ \ -- - - - - - - - - - - - - 15,T3N, R1W, B.M.
(CP&F NO.
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CURVE TABLE CURVE TABLE
v, ADJOINER LINE
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NORTH NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD - - - - EASEMENT LINE (AS NOTED)
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C1 10'22'37" 568.26' 102.92' S87°23'20"W 102.78' C15 6'26'11" 461.00' 51.79' S83°02'56"W 51.76' - LANDSCAPE SETBACK LINE
C2 25°38'53" 568.26' 254.38' S79°45'13"W 252.26' C16 5°43'28" 120.00' 11.99, N31°40'40"E 11.98' MATCHLINE oNP��gNO
i GRAPHIC SCALE IN FEET C3 15°16'16" 568.26' 151.46' S74°33'54"W 151.01' C17 22°06'45" 200.00' 77.19' N17°45'34"E 76.71 FOUND 5/8" REBAR MARKED"PLS 7880" (UNLESS OTHERWISE SHOWN) �\ ENS
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80, 0 40' 80, 160' p FOUND 1/2" REBAR MARKED"PLS 11334" (UNLESS OTHERWISE SHOWN) o<c -
C4 27°07'14" 31.00' 14.67' S80°28'09"W 14.54' C18 2°56'36" 345.97' 17.77' N89°18'10"E 17.77' • SET 5/8" REBAR MARKED"PLS 5071167" a
50 70
1167
2 1" = 80' @ 18 X 27 C5 37°21'06" 19.00' 12.39' N75°21'13"E 12.17' C19 31°19'50" 345.97' 189.18' N75°06'33"E 186.84' SET 1/2" REBAR MARKED"PLS 5071167" (n •
N C6 13°40'55" 559.00' 133.49' S48°40'01"W 133.17' C20 28°23'14" 345.97' 171.41' N73°38'15"E 169.66'
MUP MULTI-USE PATHWAY EASEMENT
3
C7 4°03'36" 461.13' 32.68' S43°51'25"W 32.67' C21 25°35'16" 263.00' 117.45' N72°13'28"E 116.48' gVIS 8F���
C8 32°05'53" 104.00' 58.26' N66°48'58"W 57.50' C22 32°33'04" 50.00' 28.41' S14°17'38"E 28.03'
C9 17°04'05" 248.00' 73.88' N42°13'59"W 73.60' C23 29°21'23" 50.00' 25.62' S16°39'36"W 25.34'
r C10 5°57'41" 146.00' 15.19' S25°27'34"E 15.18' C24 29°21'23" 50.00' 25.62' S16°39'36"W 25.34'
N SURVEYOR: Klmley ))) Horn
KIMLEY-HORN AND ASSOCIATES, INC. C11 75'06'12" 49.00' 64.23' S09°06'41"W 59.73' C25 28°45'31" 32.50' 16.31' S14°39'50"W 16.14'
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ro 1100 WEST IDAHO STREET, SUITE 210, C12 5'14'27" 342.00' 31.28' S49°17'00"W 31.27' C26 31°34'32" 30.00' 16.53' N76°11'03"E 16.32'
11 BOISE, IDAHO 83702 1100 W. IDAHO STREET, SUITE 210 Tel. No. (208) 297-2885
C13 9°44'08" 311.00' 52.84' S54°08'54"W 52.78' C27 31'21'11" 137.50' 75.24' N45°16'49"W 74.31'
*, PHONE: (208) 297-2885 BOISE, IDAHO 83702 www.kimley-horn.com
o6i CONTACT: BRAD DALEY, PLS C14 6°43'37" 344.00' 40.39' S64°05-11"W 40.37'
ibj Scale: Drawn by. Checked by: Date: Project No. Sheet No.
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1 11=80' TRS WTB 2025-08-13 193217002 3 0F 5
FINAL PLAT OF
DISTRICT TEN MILE SUBDIVISION
NOTES
CERTIFICATE OF OWNERS
1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RE-SUBDIVISION.
KNOW ALL MEN BY THESE PRESENTS:THAT HOTEL-SLC,LLC DO HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THAT REAL PROPERTY TO BE KNOWN AS DISTRICT TEN MILE
2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE SUBDIVISION,AND THAT THEY INTEND TO INCLUDE SAID REAL PROPERTY,AS DESCRIBED BELOW, IN THIS PLAT:
BUILDING PERMIT OR AS SPECIFICALLY APPROVED AND/OR REQUIRED.
3. ALL DEVELOPMENT WITHIN THE SUBDIVISION SHALL BE CONSISTENT WITH THE CONDITIONS OF DEVELOPMENT WITHIN THE DEVELOPMENT AGREEMENT A PORTION OF THE NORTHWEST QUARTER OF SECTION 15,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,CITY OF MERIDIAN,ADA COUNTY, IDAHO, BEING MORE PARTICULARLY
(INSTRUMENT NO. )AND ANY SUBSEQUENT MODIFICATIONS TO THE DEVELOPMENT AGREEMENT. DESCRIBED AS FOLLOWS:
4. THIS DEVELOPMENT IS SUBJECT TO COVENANTS,CONDITIONS, RESTRICTIONS,AND EASEMENTS(INSTRUMENT NO. ). COMMENCING AT THE NORTH 1/16TH CORNER OF SAID SECTION 15, FROM WHICH THE EAST QUARTER CORNER OF SAID SECTION 10 BEARS SOUTH 00°33'33"WEST, 1329.15 FEET,THENCE
5. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH MERIDIAN CITY CODE OR AS PURSUANT TO THE DEVELOPMENT AGREEMENT ASSOCIATED NORTH 89°15'05"WEST,A DISTANCE OF 81.87 FEET TO THE POINT OF BEGINNING;
WITH OR ANY SUBSEQUENT MODIFICATIONS.
THENCE SOUTH 03°39'48"WEST,661.56 FEET;
6. STORM WATER SHALL BE RETAINED ON-SITE THROUGH SURFACE AND SUBSURFACE FACILITIES.
THENCE SOUTH 10°44'20"WEST,96.98 FEET;
7. ALL ON SITE LANDSCAPING LOCATED OUTSIDE OF THE COMMON LOTS WILL BE MAINTAINED BY THE BUSINESS OWNERS ASSOCIATION AND THENCE SOUTH 03°06'35"WEST,84.65 FEET;
IRRIGATED VIA THE SITE'S PROPOSED PUMP STATION WHICH UTILIZES SURFACE WATER RIGHTS. THENCE SOUTH 36°21'00"WEST,62.21 FEET;
8. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. THENCE NORTH 88°01'41"WEST,75.51 FEET;
THENCE SOUTH 76°04'40"WEST,21.55 FEET;
9. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER REGARDING ADDITIONAL RESTRICTIONS. THENCE NORTH 88°01'50"WEST, 160.97 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;
10. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE,RIGHT TO FARM ACT,WHICH STATES,"NO AGRICULTURAL FACILITY OR EXPANSION THEREOF THENCE 254.38 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 568.26 FEET,A CENTRAL ANGLE OF 25°38'53",AND A CHORD BEARING
SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT AND DISTANCE OF SOUTH 79'4513"WEST,252.26 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT;
HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS THENCE 14.67 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 31.00 FEET,A CENTRAL ANGLE OF 27°07'14",AND A CHORD BEARING
CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AND DISTANCE OF SOUTH 80°28'09"WEST, 14.54 FEET TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." THENCE 12.39 FEET, IN A WESTERLY DIRECTION,WITH SAID REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 19.00 FEET,A CENTRAL ANGLE OF 37°21'06",AND A CHORD BEARING AND
11. THIS DEVELOPMENT IS SUBJECT TO ACHD TEMPORARY LICENSE AGREEMENT INSTRUMENT NO. ORAC. DISTANCE OF SOUTH 75'21'13"WEST, 12.17 FEET;
THENCE SOUTH 56°40'40"WEST,7.28 FEET;
12. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED AND MAINTAINED BY OR ITS ASSIGNS IN PERPETUITY. THENCE NORTH 72°48'21"WEST,6.56 FEET;
13. SEE INSTRUMENT NO. ORAC FOR LICENSE AGREEMENT. THENCE SOUTH 59°57'55"WEST,50.00 FEET;
THENCE SOUTH 12'44'12"WEST,27.16 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;
14. SEE INSTRUMENT NO. ORAC FOR IRRIGATION ASSOCIATION LICENSE AGREEMENT. THENCE 133.49 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 559.00 FEET,A CENTRAL ANGLE OF 13°40'55",AND A CHORD BEARING
AND DISTANCE OF SOUTH 48°40'01"WEST, 133.17 FEET TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
15. THE SUBDIVISION IS LOCATED WITHIN THE SERVICE AREA OF A SYSTEM FOR THE DELIVERY OF IRRIGATION THENCE 32.68 FEET, IN A SOUTHERLY DIRECTION,WITH SAID REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 461.13 FEET,A CENTRAL ANGLE OF 04°03'36",AND A CHORD BEARING AND
WATER TO LOTS WITHIN THIS SUBDIVISION HAS BEEN PROVIDED AND THE SYSTEM HAS BEEN APPROVED AS REQUIRED BY IDAHO CODE 31-3805(4). THE PURCHASER DISTANCE OF SOUTH 43°51'25"WEST,32.67 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT;
OF EACH LOT SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY AND ANY UNPAID ASSESSMENTS ARE A LIEN
ON THE LAND WITHIN THE IRRIGATION ENTITY. THENCE 58.26 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 104.00 FEET,A CENTRAL ANGLE OF 32°05'53",AND A CHORD BEARING
AND DISTANCE OF NORTH 66°48'58"WEST,57.50 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT;
THENCE 73.88 FEET, IN A NORTHERLY DIRECTION,WITH SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 248.00 FEET,A CENTRAL ANGLE OF 17°04'05",AND A CHORD BEARING
SURVEYOR'S NARRATIVE. AND DISTANCE OF NORTH 42°13'59"WEST,73.60 FEET;
THENCE NORTH 36°50'01"WEST,93.23 FEET;
1. THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON IN ACCORDANCE WITH IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 59°57'32"WEST,33.93 FEET;
2. THE BOUNDARY LINES SHOWN HERE WERE ESTABLISHED BY HOLDING THE MONUMENTS FOUND REPRESENTING THE GOVERNMENT CORNERS ALONG THENCE SOUTH 22°28'43"EAST,75.89 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
SECTION LINES,AND BY HOLDING THE MONUMENTS FOUND REPRESENTING THE CORNERS OF (BOOK OF PLATS,PAGES )AND RECORD OF THENCE 15.19 FEET, IN A SOUTHERLY DIRECTION,WITH SAID TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 146.00 FEET,A CENTRAL ANGLE OF 05°57'41",AND A CHORD BEARING AND
SURVEY NO. DISTANCE OF SOUTH 25°27'34"EAST, 15.18 FEET;
THENCE SOUTH 28°26'24"EAST,52.08 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;
THENCE 64.23 FEET, IN A SOUTHERLY DIRECTION,WITH SAID TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 49.00 FEET,A CENTRAL ANGLE OF 75°06'12",AND A CHORD BEARING AND
CERTIFICATE OF SURVEYOR DISTANCE OF SOUTH 09°06'41"WEST,59.73 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT;
2 THENCE 31.28 FEET, IN A WESTERLY DIRECTION,WITH SAID COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 342.00 FEET,A CENTRAL ANGLE OF 05°14'27",AND A CHORD BEARING
o I,W.TRAVIS BRADLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE AND DISTANCE OF SOUTH 49°17'00"WEST,31.27 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT;
N "CERTIFICATE OF OWNERS"WAS DRAWN FROM A SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION,AND ACCURATELY REPRESENTS THE POINTS PLATTED THENCE 52.84 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 311.00 FEET,A CENTRAL ANGLE OF 09°44'08",AND A CHORD BEARING
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THEREON,AND WAS SURVEYED IN ACCORDANCE WITH IDAHO CODE RELATING TO PLATS AND SURVEYS. AND DISTANCE OF SOUTH 54°08'54"WEST,52.78 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT;
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THENCE 40.39 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 344.00 FEET,A CENTRAL ANGLE OF 06°43'37",AND A CHORD BEARING
N \�Np,L LANp S AND DISTANCE OF SOUTH 64'0511"WEST,40.37 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT;
ENSFQ GAG THENCE 51.79 FEET, IN A WESTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 461.00 FEET,A CENTRAL ANGLE OF 06°26'11",AND A CHORD BEARING
o, AND DISTANCE OF SOUTH 83°02'56"WEST,51.76 FEET;
a 50 1 1 6 7 THENCE SOUTH 86°16'02"WEST,96.98 FEET;
• ( THENCE NORTH 46°34'25"WEST,29.33 FEET;
W.TRAVIS BRADLEY,PLS 5071167
o THENCE NORTH 89°24'53"WEST,50.00 FEET;
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a THENCE SOUTH 35'1519"WEST,32.51 FEET;
u) qVIS 163 THENCE SOUTH 86°16'02"WEST,220.80 FEET;
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THENCE NORTH 04°45'18"WEST,613.70 FEET;
THENCE NORTH 28°52'29"EAST,581.39 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;
EASEMENT NOTES THENCE 77.19 FEET, IN A NORTHERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 22°06'45",AND A CHORD BEARING
AND DISTANCE OF NORTH 17°45'34"EAST,76.71 FEET;
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0 1. ALL UTILITY EASEMENTS SHOWN OR DESIGNATED HEREON ARE NON-EXCLUSIVE, PERPETUAL, SHALL RUN WITH THE LAND,ARE APPURTENANT TO THE LOTS SHOWN THENCE SOUTH 89°14'59"EAST,672.19 FEET TO THE BEGINNING OF ANON-TANGENT CURVE TO THE LEFT;
o HEREON,AND ARE HEREBY RESERVED FOR THE INSTALLATION, MAINTENANCE, OPERATION,AND USE OF PUBLIC AND PRIVATE UTILITIES, PRESSURIZED &GRAVITY THENCE 189.18 FEET, IN A EASTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 345.97 FEET,A CENTRAL ANGLE OF 31°19'50",AND A CHORD BEARING
M IRRIGATION, IRRIGATION WASTE DITCHES,SEWER SERVICE,CABLE TELEVISION/DTAT;APPURTENANCES THERETO;AND LOT DRAINAGE. AND DISTANCE OF NORTH 75°06'33"EAST, 186.84 FEET;
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2. ALL EASEMENT ARE PARALLEL WITH THE LINES,AND CONCENTRIC WITH THE CURVES THAT THEY ARE DIMENSIONED FROM UNLESS OTHERWISE NOTED. THENCE NORTH 59°27'34"EAST,221.91 FEET TO THE BEGINNING OF ANON-TANGENT CURVE TO THE RIGHT;
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THENCE 117.45 FEET, IN A EASTERLY DIRECTION,WITH SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 263.00 FEET,A CENTRAL ANGLE OF 25°35'16",AND A CHORD BEARING
AND DISTANCE OF NORTH 72013'28"EAST, 116.48 FEET;
THENCE SOUTH 60°24'53"EAST,88.51 FEET;
ACKNOWLEDGEMENT THENCE SOUTH 55054'35"EAST,21.84 FEET;
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THENCE SOUTH 03039'59"WEST,57.05 FEET;
STATE OF IDAHO}SS THENCE SOUTH 86°20'01"EAST, 16.90 FEET;
i COUNTY OF ADA
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF IN THE YEAR 2025. BEFORE ME,A NOTARY PUBLIC IN AND FOR THE THENCE SOUTH 03039'35"WEST,9.13 FEET TO THE POINT OF BEGINNING.
" STATE OF IDAHO, PERSONALLY APPEARED KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF THE LLC THAT
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EXECUTED THE INSTRUMENT. CONTAINING 1,465,068 OR 33.63 ACRES.
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NOTARY PUBLIC FOR IDAHO THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR THE USES SPECIFICALLY
3 MY COMMISSION NO. DEPICTED ON THE PLAT,AND FOR ANY OTHER PURPOSES DESIGNATED HEREON,AND NO PERMANENT STRUCTURES,OTHER THAN FOR SUCH USES AND PURPOSES,ARE TO BE ERECTED
WITHIN THE LINES OF SAID EASEMENTS. IS IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE.ALL OF THE LOTS WITHIN THIS SUBDIVISION ARE ELIGIBLE TO
MY COMMISSION EXPIRES RECEIVE WATER SERVICE FROM MERIDIAN IRRIGATION DISTRICT,AND MERIDIAN IRRIGATION DISTRICT HAS AGREED IN WRITING TO SERVE ALL LOTS WITHIN THE SUBDIVISION. LOTS WITHIN
THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS.
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IN WITNESS WHEREOF,WE HAVE HEREUNTO SET OUR HANDS:
Klomley ))) Horn
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1100 W. IDAHO STREET, SUITE 210 Tel. No. (208) 297-2885
0, BOISE, IDAHO 83702 www.kimley-horn.com
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N/A TRS WTB 2025-08-13 193217002 4 OF 5
FINAL PLAT OF
DISTRICT TEN MILE SUBDIVISION
APPROVAL OF CENTRAL DISTRICT HEALTH CERTIFICATE OF COUNTY SURVEYOR
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLATE AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE BY THE ISSUANCE OF A CERTIFICATE
OF DISAPPROVAL.
ADA COUNTY SURVEYOR DATE
PLS#
CENTRAL HEALTH DISTRICT DATE
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF COUNTY TREASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER REQUIREMENTS OF IDAHO
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON CODE 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE
THE DAY OF 12025. PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATE IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
COMMISSION PRESIDENT ADA COUNTY TREASURE DATE
ADA COUNTY HIGHWAY DISTRICT
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COUNTY RECORDER'S CERTIFICATE
CERTIFICATE OF CITY ENGINEER
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N I, THE UNDERSIGNED, CITY ENGINEER, IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I STATE OF IDAHO
M COUNTY OF ADA
HAVE CHECKED THIS FINAL PLAT AND THAT THE MERIDIAN CITY REQUIREMENTS REGARDING FINAL PLATS HAVE BEEN MET.
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I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF KIMLEY-HORN &ASSOCIATES, INC.
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AT MINUTES PAST O'CLOCK M.,
THIS DAY OF , 2025, IN MY OFFICE, AND WAS RECORDED IN
CITY ENGINEER DATE BOOK OF PLATS AT PAGES THROUGH
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N APPROVAL OF CITY COUNCIL
DEPUTY SS. INSTRUMENT NO. EX-OFFICIO RECORDER
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT
REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2025, THIS PLAT WAS DULY ACCEPTED AND 5\�NPL kANDSG
APPROVED. ��, ��GENSFQ .pG�
/ 50 1167
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CITY CLERK
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lmley ))K ) Horn
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1100 W. IDAHO STREET, SUITE 210 Tel. No. (208) 297-2885
0I BOISE, IDAHO 83702 www.kimley-horn.com
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