CC - Plat 1-9-20 JUMP CREEK SUBDIVISION NO. 2
S83031'08"W N89'1827"W N6810'08"W PLAT SHOWING
80.08 90.00 336.00'
27.73 N8927"w
-� JUMP CREEK SUBDI VISION NO. 5
O 0 0 _ o
SE1/16 19 --- ----- -----
BLOCK 8 BLOCK 8 LOCATED IN THE E 1/2 OF THE SE 1/4
1 1 W JUMP CREEK SUBDIVISION NO. 1 OF SECTION 28, T.4N., R.1 W., BOISE
1 20 19 18 17 16 15 14 13 1 M o MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
o 2020
21 W. AVILLA DR. 1 Z 44'23'39"w NOTES:
N89'18'27"W 18.36
N00'31'08"E
22 O _ _ 298.41' _ _ 71.62' 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowners Association and a
1 B OCK 17 O Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines common to a
23 W Public Right-of-Way and along all rear lot lines. A five (5) foot wide Public Utilities and Property Drainage
> 45'48'30"E Easement is hereby designated along each side of interior lot lines unless otherwise shown.
Q C18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 Ct2�
1.85'
2. Portions of Lots 18, 21, and 23, Block 8, Lots 2, and 17, Block 17, Lots 1, 15, 16, and 17, Block 18, and Lot 1,
3 100 24 0 00*41'33"E Block 20, and all of Lots 19 and 22, Block 8, and Lots 1 and 18, Block 17, Lots are servient to and contain
4.00' the ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm
oALLEY Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master
001O 25 , " Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256.
p827WOfficial Records of Ada County, and incorporated herein by this reference as if set forth in full (the »Master
o Z 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 12.13 Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to
26 I Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water
1 1 Drainage System.
UNPLATTED ( BLOCK 18 2aWo„
p 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of
27 •- the City of Meridian.
17 1 cc
1 1 N
BLOCK 18 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural
ON operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any
28 Z; changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more
t N45'36'21"E than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was
1 w 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1 ' constructed. The provisions of this section shall not apply when a nuisance results from the improper or
22.23
A4P negligent operation of an agricultural operation, agricultural facility or expansion thereof."
N/V£ o N00'22'58"E
t `Sr O 24.00' 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner
POINT OF 1 ALLEY » unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by
N44'18 27 W
BEGINNING 1 0 0 22.25• Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will
BLOCK 20 be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation District.
• - • • 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest
S89'22'25"E • 1 W established normal Ground Water Elevation.
104.40' 1 1 1 00 N
I • C1 BLOCK 19 N 7. Lots 19, 22, and 27, Block 8, Lots 1, 7, and 18, Block 17, Lots 6, 17, and 26, Block 18, Lots 8 and 17, Block
S83'43'26"E ( r i o 19, and Lot 1, Block 20 are common lots which shall be owned and maintained by the Jump Creek Homeowner's
50.00' t 1 00 Association. All common lots are subject to a blanket public utility easement and irrigation easement,
� 17 tz
I S06"16'34"W 9. Vacation of ACHD Temporary Drainage Easement - See Inst.
28.45' Block 8 Lot 17 Block 18 and Lot 17 Block 19 shall be subject to a blanket Gravit Irrigation
�iA l • -- -_ .._ __ __ __ _- _- 10. All of Lot 27, Je Y 9
i� S00'36'46"W S8916'45"E • O Easement in favor of the Jump Creek Homeowner's Association and the Creason Lateral Association, Inc. - See
91.00' 663.58' 1957" Inst. No.
' E
' 11. ACHD License Agreement - See Inst.
Z UNPLATTED 30.05
1/16 S.28 S.28 S.27
O,exUNREADABLE -
S.33 S.33 S.34
• BASIS OF BEARINGS
S8916'45"E 1317.68'
Curve Table Curve Table Line Table
Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Line # Direction Length LEGEND
C1 184.48' 27.20' 27.17' S03'26'40"W 8 26'47" C17 75.00' 25.49' 25.37' S79'38'10"E 19'2829" L1 N86'13'09"W 8.81' --- --- SUBDIVISION BOUNDARY
--- SECTION LINE
, s • , r , » , , , , w , w , w
C2 50.50 12.54 12.51 N29'36 58 W 14'13 59 C18 75.00 12.44 12.42 S74'38 59 E 9'30 07 L2 S44'18 27 E 25.97, - - - - - - - - EASEMENT LINE (SEE NOTE 1)
C3 50.50 31.36 30.85 N04'42 43 W 35'34 32 C19 100.00 19.06 19.03 S75'21 29 E 10'55 08 L3 S45'41 33 W 25.96 --------------- EXISTING EASEMENT LINE (AS NOTED)
C4 50.50 30.46 30.00 N30'21 19 E 34'33 31 C20 125.00 23.82 23.79 S75'21 29 E 10'55 08 L4 N69'53 56 W 50.37 - - STREET CENTERLINE
C5 50.50' 30.46' 30.00' N64'54'50"E 34*33.31" C21 188.00' 5.72' 5.72' S81'41'23"E 1'44'40" L5 N53'38'09"E 17.05' LOT LINE EXISTING PARCEL LINEa- 7 7 2 o 9 ;6C6 50.50 40.42 39.35 S74'52 39»E 45'51 31r C22 188.00 22.13 22,12 S85'56 05 E 6'44 44" L6 N80'49 03w W 37.01 � � ) (ze,Z�> �
r w r 6 LOT NUMBER �'P TF O
C7 50.50 145.24 100.11' S45'39 34»W 164'47 04 C25 212.00' 9.91 9.91' N82'09 25 W 2'40 44 L7 S37"I6 15 E 19.20
C8 50.00' 78.60' 70.75' S45'39'34"W 90'03'58" C26 212.00' 21.50' 21.49' N86'24'07"W 5'48'39" L8 S3716'15"E 24.93' , ACHD STORM DRAIN EASEMENT GORY
SEE NOTE 2 100 0 50 100 200
C9 25.00' 39.30' 35.38' S45'39'34"W 90'03'58" L9 S52'4345"W 24.02' iiiiiiiiiiiiiiiiiiiiiillillI GREGORY G CARTER, PLS 7729
o
FOUND 1/2" IRON PIN, PLS 7729 IDAHO SURVEY GROUP
C10 275.00' 1.55' 1.55' NOO'47'15"E 019*19" L10 S80'49'03"E 8.54' UNLESS OTHERWISE NOTED SCALE IN FEET 9955 W. EMERALD ST
" =
C11 275.00' 25.5T 25,56' NO336'44 SET 1/2" x 24" IRON PIN 1 100' BOISE, ID 83704"E 5'19'39" L11 N80'49'03"W 7.08' WITH PLASTIC CAP, PLS 7729
SHEET 1 OF 4
C13 300.00' 29.58' 29.57' NO3'27'04"E 5*38*59" FOUND BRASS CAP
C14 325.00 32.05' 32.03' S03727'04"W 538'59" MONUMENT
C15 125.00' 42.49' 42.28' S79'38'1 WE 19'28'29" FOUND IRON PIN
WITH PLASTISTIC CAP PLS 7729
C16 100.00' 33.99' 33.83' N79'38'10"W 19'28'29" UNLESS NOTED OTHERWISE
SET 5/8" x 24" IRON PIN alley Engineering, Inc.
WITH PLASTIC CAP, PLS 7729
CIVIL ENGINEERING I PLANNING I CADD
1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
S83*3i$WW N8918'27-W N68'10'08"W JUMP CREAK SUBDI VISION NO. 5
90.00'
- 8_---�---- - 0 27.73' _ __ N89'18'27"W 336.00'
o , " �- - o --- --- o S89'18 27 E 56.00' 56.00' 56.00' 56.00' 56.00' 56.00'
--------1 �------- ---I -------9 72.92'
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N8918'27"W 332.03'
W. AVILLA DR.��35', ,-�- - - - - - - - - - ---Qo N44'23939"W
N89 2 ' "W N8918'27"W 336.10' 18.36'
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loo I b 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 0.0 40.00 40.00 40.00 40.00 40.00 N45'48'30"E
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8'27"W 40.00' 40.00'v ' so.00n BLOCK 18 Y NIo0 N
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so �6°£ C20L6 ALLEY N89'18'276W 612.44' 40.00 24.00,
/�
r C241. N89'18'26"W 612.57' 44'18'27"W
�' C26 40.00' 40.00' 40.00' 40.00' 40.00'
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S06'16 34 W
28.45' • BLOCK 19 N89.18'276w 620.00' N
C1 S06*16'34"W O N
36.38' I M
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S00'36'46"W-1 17
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663.58' 7 729 7 '
• -- ----- -- -- --
-- - O cp {lq/z'zZ-O
L-------------S86'19'57"E- - of
30.05'
LEGEND 60 0 30 60 120 GREGORY G CARTER, PLS 7729
IDAHO SURVEY GROUP
9955 W. EMERALD ST
SUBDIVISION BOUNDARY o FOUND 1/2" IRON PIN, PLS 7729 SCALE IN FEET BOISE, ID 83704
--- SECTION LINE UNLESS OTHERWISE NOTED 1 " = 6 0'
- - - - - - - - EASEMENT LINE (SEE NOTE 1) • SET 1/2" x 24" IRON PIN
--------------- EXISTING EASEMENT LINE (AS NOTED) WITH PLASTIC CAP, PLS 7729 SHEET 2 OF 4
S 19 FOUND BRASS CAP
STREET CENTERLINE
MONUMENT
LOT LINE 0 FOUND 5/8" IRON PIN
EXISTING PARCEL LINE UWITH NLESS STIC TEDCAP PLS THERWISE29 NOTE: ailey Engineering, Inc,
OLOT NUMBER SET 5/8" x 24" IRON PIN SEE SHEET 1 OF 4 FOR NOTES.
WITH PLASTIC CAP, PLS 7729 CIVIL ENGINEERING PLANNING CADD
ACHD STORM DRAIN EASEMENT SEE SHEET 1 OF 4 FOR LINE & � �
SEE NOTE 2 CURVE TABLES. 1119 E. STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
JUMP CREEK SUBDI VISION NO. 5
CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR
Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation is the owner of the I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and
property described as follows: 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 platted thereon, and is in conformity with the State
A parcel of land located in the E 1/2 of the SE 1/4 of Section 28, Township 4 North, Range 1 West, Boise of Idaho Code relating to plats and surveys.
Meridian, Meridian, Ada County, Idaho being more particularly described as follows: P
s
Commencing at the E1/16 corner of said Section 28 from which the SE corner of said Section 28 bears ENS 10
South 89°16'45" East, 1,317.68 feet; o `�
thence along the West boundary line of the E 1/2 of the SE 1/4 of said Section 28 North 00°37'35" East, Gregory G. Carter N 7 7 2 9 0 P.L.S. No. 7729
714.13 feet to the REAL POINT OF BEGINNING; �10
thence continuing along said West boundary line North 00°37'35" East, 603.87 feet to the SW corner of f'F �F
Jump Creek Subdivision No. 2 as filed in Book 114 of Plats at Pages 17,010 through 17,013 records of Ada G�RV G.CPS
County, Idaho, said point also being the SE1/16 corner of said Section 28;
thence along the southerly boundary line of said Jump Creek Subdivision No. 2 the following 3 courses
and distances;
thence North 83031'08" East, 80.08 feet;
thence South 89018'27" East, 90.00 feet;
thence South 68010'08" East, 27.73 feet;
thence continuing along the southerly boundary line of said Jump Creek Subdivision No. 2 and along the
northerly boundary line of Jump Creek Subdivision No. 1 as filed in Book 110 of Plats at Pages 15,795 through
15,799, records of Ada County, Idaho South 89018'27" East, 336.00 feet;
thence along the exterior boundary line of said Jump Creek Subdivision No. 1 the following 12 courses
and distances;
thence South 00041'33" West, 160.00 feet; ACKNOWLEDGMENT
thence South 89'18'27" East, 298.41 feet; State of Idaho )
thence South 44023'39" East, 18.36 feet; ) s.s.
thence South 00031'08" West, 71.62 feet; County of Ada )
thence South 45048'30" West, 21.85 feet;
thence South 00041'33" West, 24.00 feet; On this day of , 20 before me, the undersigned, a Notary Public in and for said State,
thence South 44018'27" East, 22.13 feet; personally appeared Corey D. Barton, known or identified to me to be the President of Challenger Development, Inc., an
thence South 00031'08" West, 221.61 feet, Idaho Corporation, the corporation which executed the within instrument and acknowledged to me that he executed the
thence South 45036'21" West, 22.23 feet; same.
thence South 00022'58" West, 24.00 feet,
thence South 44018'27" East, 22.25 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above
thence South 00031'08" West, 180.22 feet to the SW corner of said Jump Creek Subdivision No. 1; written.
thence leaving said exterior boundary line North 86°19'57" West, 30.05 feet;
thence North 89016'45" West, 663.58 feet; My commission expires Notary Public for Idaho
thence North 00036'46" East, 91.00 feet; Residing in Idaho
thence 27.18 feet along the arc of a curve to the right, said curve having a radius of 275.00 feet, a
central angle of 05039'48" and a long chord which bears North 03026'40" East, 27.17 feet;
thence North 060 16'34" East, 28.45 feet;
thence North 83043'26" West, 50.00 feet;
thence North 89022'25" West, 104.40 feet to the REAL POINT OF BEGINNING. Containing 12.95
acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to
dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are
not dedicated to the public. However, the right to use said easements is hereby perpetually 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 easements. All lots in this plat will be eligible to receive water service from
an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian
has agreed in writing to serve all the lots in this subdivision.
Challenger Development, Inc., an Idaho Corporation
Corey D. Barton, President
alley Engineering, Inc,
CIVIL ENGINEERING I PLANNING I CADD
SurrT Or 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
HE ET r 4 EAGLE, ID 83616 www,baileyengineers.com
JUMP CREEK SUBDIVISION NO. 5
HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have checked this plat
a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE and that it complies with the State of Idaho Code relating to plats and surveys.
approval of the design plans and specifications and the conditions imposed on the developer for continued
satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water
extensions or sewer extensions were constructed. Building construction can be allowed with appropriate
building permits if drinking water extensions or sewer extensions have since been constructed or if the
developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor
Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or
sewer/septic facilities shall be allowed.
Central District Health Department Date CERTIFICATE OF COUNTY TREASURER
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.
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on
the day of 20
Date County Treasurer
ACHD President
APPROVAL OF CITY ENGINEER COUNTY RECORDER'S CERTIFICATE
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. State of Idaho )
) s.s.
County of Ada )
I hereby certify that this instrument was filed for record at the request of at Minutes
City Engineer Date past O'clock M. on this day
y of 20 , in Book of plats at
Pages
Instrument No.
APPROVAL OF CITY COUNCIL
Deputy Ex-Officio Recorder
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular
meeting of the City Council held on the day of 20 , this plat was duly accepted and
approved.
City Clerk, Meridian, Idaho 7729 X
�o N,, �Iq�Zvlzi
G,p 9�F SOP �2-
Y G.C
Jalley Engineering, Inc,
CIVIL ENGINEERING I PLANNING I CADD
SHEET 4 OF 4 1119 E. STATE STREET,SUITE 210 TEL 208-938-0013
17 EAGLE,ID 83616 www.baileyengineers.com