HomeMy WebLinkAboutFinal Plat3-6-24 CP&F 1�4 PLAT SHOWING
#2015-079246 S.28 S.27 JUMP CREEK suBnIl%ISIO!V NO .
LOCATED IN THE SE 1/4 OF THE SE 1/4
OF SECTION 28, T.4N., R.1 W., BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2024
I
JUMP CREEK
SUBDIVISION N0. 1 I NOTES:
1. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST
W. DAPHNE ST. i RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
81
2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM
ACT, WHICH STATES: "No AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY
ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL
" , ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR,
o N84'40�16� _sa.o4' S89'18 27 E 168.61 , WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME
26.op 74.56' I IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS of THIS SECTION SHALL NOT
APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION
r I OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
JI L3 0 ................... THEREOF."
50 0 25 50 100 3. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS
THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED
26.0' I , BY AN IRRIGATION/DRAINAGE DISTRICT. IRRIGATION WATER HAS BEEN PROVIDED BY
m , SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION
N I SCALE IN FEET
I h I 31-3805(1)(8). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION
1„=50' IRRIGATION RIGHTS,
WATER RGATIONHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS
DIS3 I
LEGEND 4. DIRECT LOT ACCESS TO N. BLACK CAT ROAD AND W. MCMILLAN ROAD IS
I ------- PROHIBITED.
"I I SUBDIVISION BOUNDARY LINE s. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM
1 SECTION LINE OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER
RIGHT-OF-WAY ELEVATION.
1
INGRESS/EGRESS EASEMENT
(NOTE 11) 6. CITY OF MERIDIAN WATER & SEWER EASEMENT - SEE INST. No.
N4931'44"E ,
701•� I o LANDSCAPE BUFFER 7. A PORTION OF LOTS 11 BLOCK 1 IS SUBJECT TO A CREASON LATERAL ASSOCIATION,
52
EASEMENT (NOTE 15) INC., EASEMENT — SEE INST. NO. 2020-022729.
N8928 "W
I 1 O I 1 — — — — ADJOINING SUBDIVISION 8. CREASON LATERAL ASSOCIATION, INC., LICENSE AGREEMENT -SEE INST NO.
500'3f 08W 1 a0 Z /
• BOUNDARY PARCEL LINE 2020-022728.
.�� r
— ................... SURVEY DIMENSION LINE
M i 2s.op' I � 9. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN DEVELOPMENT AGREEMENT.
j— BLOCK 1 M Q N SEE INST 2014-105206.
w Z W N8928'52"W 9298' 1 3 WQ] O6 LOT NUMBER
s
Z O I 54428'S2"E 3 11 I ib LJ 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANT,
U p 1 I� O O LL = t9 FOUND BRASS CAP CONDITIONS, AND RESTRICTIONS FOR THE JUMP CREEK SUBDIVISION HOMEOWNERS
D V M 1 s.s8 o I M O p ASSOCIATION, INC., INST. NO. 201 6-111 59 8 AND AS MY BE AMENDED.
mi FOUND ALUMINUM CAP
3 p O I l0 1 O p N !n Ij
3 m Z � � �p FOUND 5/8` IRON PIN 11. PRIVATE STREET INGRESS/EGRESS EASEMENT - SEE INST. NO.
0 WITH PLASTIC� I O I �
N I I I N U M m UNLESS NOTEDCOTHERNASE 29 12. PUBLIC UTILITIES EASEMENT - SEE INST. NO.
ro • SET 5/8" x 24" IRON PIN 13. ACHD PERMANENT EASEMENT - SEE INST. NO.
25.0' j U N O WITH PLASTIC CAP, "ISG PLS 11779"
14. CITY of MERIDIAN PERMANENT EASEMENT (SIDEWALK) - SEE INST. NO.
1 ^ (Note 15) I d ® CALCULATED POINT, NOTHING
m Z FOUND OR SET 15. CITY OF MERIDIAN PERMANENT EASEMENT (LANDSCAPE BUFFER) - SEE INST. NO.
3 I y 100.00' EASEMENT DIMENSION
1 �I Line Table
U)
I Line # Direction Length
I I
1 I L1 NOO'31'08"E 33.93' Curve Table
--- -26.0'
p L2 S44'23'39"E 28.24' Curve # Radius Length Chord Bearing Delta
s39'01'07"w L3 N90'00'00"E 25.00' C7 391.00' 95.32' 95.08' S65'58'38"W 13'58'03`
S83'43'15"W 15.59'
• L4 S07'38'39"W 24.19'
4364' C2 1370.00' 178.42' 178.29' S78-42.44"W 7'27'42"
w N8976'45,"w 7s,a9�_ . J L5 N89'16'45"W 11.42' NOTE:
SEE SHEET 2 FOR UTILITY, ACHD
N • I L6 N00'43'15'E as.00' AND IRRIGATION EASEMENTS LINE
�e.os'
M�N897645'W 78.01—m— 58342'56`W 13 �
— — —o SEE SHEET 2 FOR EASEMENT
z I LINE AND CURVE TABLES
zz o Ion
Y N I N REFERENCE DOCUMENTS �Npl LA/y�
LLIM j �� ROS: 43 AND 6716 \ \CENs 1 G
M N z • DEED: 2022-025969 & 2023-000710
D I o I OAKCREEK SUB. NO. 1, BK. 103, PG. 13804-13805 1 779 �
= w I U OAKCREEK SUB. NO. 2, BK. 104, PG. 14097-14098 N 3 0
I- in "�Zy I �G� JUMP CREEK SUB. NO. 1, BK. 110, PG. 15795-15799 A
O i� I • � THE OAKS NORTH SUB. NO. 5, BK. 120, PG. 18723-18725 n�O9T� OF \6P(3
V) o �/ THE OAKS NORTH SUB. NO. 7, BK. 121, PG. 18976-18979 YM MCCP,
Z 1 JUMP CREEK SUB. NO. 5, 8K. 121, PG. 19000-19003
C2 JUMP CREEK SUB. NO. 6, BK. 126, PG. 20276-20279 CODY M. MCCAMMON, PLS 11779
0 • JUMP CREEK SOUTH SUB., BK. 126, PG. 20280-20282 IDAHO SURVEY GROUP
5 9955 W. EMERALD ST
REAL POINT SURVEYORS NARRATIVE: BOISE, ID 83704
OF BEGINNING S (Inst. No. 2023-029426) SHEET 1 OF 4
E1/16 W. MCMILLAN RD. THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE LOT 7, BLOCK 20. THE PROPERTY SHOWN
S.28 1 994.07' 4.2S..,27 HEREON. THE PROPERTY IS ADJACENT TO JUMP CREEK SUBDIVISION NO. 1, JUMP CREEK
S�I� _ _ _ _ _ _ _ A _ _ _ _ _ _ _ _ _ 323.61-- _ _ _ - - SUBDIVISION NO. 6 AND JUMP CREEK SOUTH SUBDIVISION. THE MONUMENTS FOUND PER
S33 { N89'16'45"W 1317.68' THESE PLATS AND SECTION LINE MONUMENTAT10N FOUND ON THE GROUND ARE IN
CP&F 4 SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN ON THE ABOVE PLATS AND alley Engineering, Inc.
#2023-038275 CP&F WERE HELD AS CONTROLLING CORNERS FOR THIS PLAT.
#2015-079245 THE RECORD BEARING AS SHOWN ON SAID PLATS FOR JUMP CREEK SUBDIVISION OF
N00'31'08"E BETWEEN THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33 AND 34, CIVIL ENGINEERING PLANNING CADD
T.4N., RAW., B.M. AND THE THE 1/4 CORNER COMMON TO SAID SECTIONS 27 AND 28 WAS I
HELD FOR THE BASIS OF BEARINGS OF THIS PLAT. 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 w .baileyengineers.com
JUMP CREEK SUBDIVISION N0. 1 JUMP CREEK SUBDIVISION NO . i
S89@18'27"E 168.61'
N_8_4'�r16��2654, 445 61.55 430 ' 33.06'
61.78'
W
E73 E72 E37
JI E35 -E34�--Bj / %8
11.00Zk
I
to I
/ n 14.0'
Easement Line Table Easement Line Table i ZI tiiy to (Note 13-4
Line # Direction Length Line # Direction Length 31 & 14) 1
E71 of ,�/ J I E38
El S892852"E 29.00' E39 S00'31.08"W 10.00' 1 0j /j// El__�
E2 S0031.05"W 27.00' E40 N892852"W 10.00' 1 W E69 E40 W 1
E3 N892852"W 29.00' E41 S8928'52"E 10.00' I ' / //j/� I�-E2 I I
E4 5892852"E 29.00' E42 50031'08"W 10.00'
E5 S0031'08"W 22.00' E43 N6928.52"W 10.00' I �W E33 f //% j E3 Ih i 1 40 0 20 40 80
E6 S8928'52"E 29.00' E44 S892852"E 10.00' I I -m :///%,j- 3 I
E7 S8928.52"E 16.50' E45 s0031'08"w 10.00' 1 58928_52E ssl.ss_ Wi //////;� o j 1 SCALE IN FEET
E8 S0037'08'W 2300' f46 N8928'52"W 10.00' 1 £31 - ///'-10p I•"� I 1 -40
E8 S8976'45"E 88.40' E47 S8928"52"E 10.00'
E9 N892852"W 16.50• E48 S00731'08"W f0.00"
E9 I N7459'49 E 83.20' E49 N892852"W 10.00" E41 I LEGEND
�
E10 S8s31'46"E 38.50' E50 S00'31'08"W 51.68 ^ 00
u W p o 1 (6 __ __ SUBDIVISION BOUNDARY LINE
E10 S6175'38""E 39.28' E51 S44'53'33"w f787' Y M jII E43 1 1 O EXISTING EASEMENT LINE
0 0l i/j A--------- I M
£11 50031"OS"W 25.00' E52 S43'31'32"E 9.66" Ltl LLJ Z I 3 (AS NOTED)
Do
E12 N8932'04"W 38.50' E53 S462828"W 10.00' U Q O E30 I '///////�/ I E5 I I f-__---_-'----1
1 ------d //////// r I EASEMENT (NOTE 7)
EU S0325'13"E 39.75 E54 N4331"32"W 9.38' a (n t,M 1 / /L- ------A I O _ _ _ _ _ _
5 O N892852"W 691.96' //1 E6 I ! b :� r EASEMENT NOTE 6
E15 NO3'19'50"W 39.17' E55 S445333"W 4.72' m Z I W�j j:i 3 1 (a O� Q L - - - - - - ( )
E16 58572'43"W 25.57' E56 S0324"39 E 9.49, N 1 A- E28 -- /�/ , 1 A,� I� nl U EASEMENT LINE (NOTE 12)
E17 N89'16'45"W 10.58, E57 S863521"W 10.00" I I I Y
SURVEY TIE LINE
E78 S0055"21"W 31.89, E58 N033325"W 9.17'
E19 N89'04'J9"W 2300' E59 S88'12'44"W 13.34' I A---E26_-� �o I I m O LOT NUMBER
E44
E20 N0055'27 E 31.81' E60 500'4375'W 9.50' 1 ryj
p Ip v 1 Z
W !/; Iti w 0 FOUND 5/8" IRON PIN
E21 N89'16'45"W 12.05' E61 N8976'45"W 10.00' E46 I WITH PLASTIC CAP, PLS 7729
E22 S85'09'37"W 16.42" E62 S89'16'45""f 10.00' 1 0 E24 // I E7 1 UNLESS NOTED OTHERWISE
1 I 4---4, 1 O SET 5/8' x 24" IRON PIN
E23 S03'4822"E 7.49' E63 S00'33'57"W 11.01' ro IN 1 I WITH PLASTIC CAP, "ISG PLS 11779"
E24 S892852"E 29.50' E64 S8976'45"E 60.84' I'
' i 1 ^ A CALCULATED POINT, NOTHING
E25 S0031.08"W 23.00' E65 N8928'52"W 10.00' 1 E67 ^I i j'. -E9 3 ' FOUND OR SET
E26 N892852"W 29.50' E66 N00371061E 10.00' 13 1 I 100.00' EASEMENT DIMENSION
I` o
E27 S0031'08"W 24.48' E57 S8928'52""E /0.00" I f
E28 S892852"E 29.50' E68 N0031'08"E 48.65' 1 olq o�o� ,/'
E29 S0031'08"W 23.00' E69 N892852"W 10.06' `•') of �j i%' E10 I
t6�2E19 0 - AE30 N892852"W 29.50' E70 N00'31'08"E 10.00' -----4 2 I /% - f47 E31 S89'18"'27 E 29.53' E71 S8928'52E 10.06' E63 I E64 N83'43'15"E i�//�j%/�% I W W14.0'
- 1, �7.36' /// : i;�.// Note 13
E32 50047"33'W 19.99' E72 N897827"W 10.00" �"��W 1 %/i 1 W E23�p _ 60.78' ___--® i// $-------- fA ( & 14)
E33 N89'4525"W 29.49' E73 N0031'08"E 10.00' My f/71 '// 1 E_21 E22 ----58671"38"W f12 •
E34 S8928'52"E 29.75' -� �i ® -A T //%/%/%/�jj/' olS 1
E35 N0047'33E 21.34' LLI / / //'1 pro W
p 4 . NOTE:
E35 50031'08"W 10.00' 1� '/ - ///i �/ 60_19' _---A
E37 N89.1827"W 9.87' :') __ 46.82_. __- /.�____S85'0937"W SEE SHEET 1 FOR
_o Nas7e4s"w E1s / I y,� INGRESS EGRESS EASEMENT
E38 58928"52"E 10.00' Z hn I 1�"
N W' �� iW E55 Fs o SEE SHEET 1 FOR BOUNDARY
11.85' E59'%' 75a1a' Eyy I �'? n LINE AND CURVE TABLES
N8976'45"W 754.24' S83'43'15"W
10
Easement Curve Table &W - E54 I N
Curve } Radius Length Chord Bearing Delta O IE61 fso E57 fss \�NPL LANp
N
EC1 391.00' 18.36' 18.36' N77 3656"E 2'4128" IW 5 M I E02 • \ SF ��
EC2 391.00' 16.22' 16.22' N607055"E 272"38" W-m p Ih 79 O ' Ih
0 `7A I N74'S9 49+E 83 20 ��539 B3B� /�G1� �ON're ?OPT
0 M 5897645E 88.40____-- A.' EC1 Oy OF �O
MCGN
Z CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
C2 9955 W. EMERALD ST
BOISE, ID 83704
5 SHEET 2 OF 4
REAL POINT
OF BEGINNING
W. McMILLAN RD.
alley Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 w .baileyengineers.com
JUMP CREEK SUBDIVISION NO . 7
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 a Qualified I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, hereby certify that I have checked this plat and that it
Licensed Professional Engineer (QLPE) representing the City of Meridian and the QLPE approval of the design plans and complies with the State of Idaho Code relating to plats and surveys.
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 Certificate of
Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. County Surveyor
Central District Health Date
CERTIFICATE OF COUNTY TREASURER
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 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
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on in full. This certification is valid for the next thirty (30) days only.
the day of , 20
Date County Treasurer
ACHD President
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
City Engineer Date
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
) s.s.
APPROVAL OF CITY COUNCIL County of Ada )
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of I hereby certify that this instrument was filed for record at the request of at Minutes past
the City Council held on the day of , 20 , this plat was duly accepted and approved. O'clock M. on this day of , 20 , in Book of plats at
Pages
Instrument No.
City Clerk, Meridian, Idaho Deputy Ex-Offcio Recorder
�ONKL LANO
5 ENS� G
Ct
13 11 79
C' op
9/S 1p2cI0
�p �FOF
YM McCN
aiiey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 4 OF 4 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
J UAIP CREEK SUBDIVISION NO . 7
CERTIFICATE OF OWNERS ACKNOWLEDGMENT
Know all men by these presents: That Open Door Rentals LLC, is the owner of the property described as follows: State of Idaho )
) s.s.
A parcel of land located in the Southeast 1/4 of the Southeast 1/4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, City of Meridian,Ada
County of Ada )
County, Idaho being more particularly described as follows: On this day of , 2024, before me, the undersigned, a Notary Public in and for said State, personally
Commencing at the Southeast corner of said Section 28 from which the East 1/4 corner of said Section 28 bears, North 00°31'08" East, 2637.33 appeared Corey D. Barton, know or Identified to me to be the manager of Open Door Rentals LLC., the company which executed the
feet; thence on the south boundary line of said Section 28, North 89'16'45" West, 323.61 feet; thence leaving said south boundary line, North 00°43'15" within instrument and acknowledged to me that they executed the same.
East, 49.00 feet to the Southeast corner of Jump Creek South Subdivision as filed in Book 126 of Plats at Pages 20280 through 20282, records of Ada
County, Idaho and the REAL POINT OF BEGINNING; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
thence on the east boundary line of said Jump Creek South Subdivision, North 00°43'15" East, 102.35 feet;
thence continuing of said east boundary line and the east boundary line of Jump Creek Subdivision No. 6 as filed in Book 126 of Plats at Pages
20276 through 20279, records of Ada County, Idaho, North 00033'57" East, 93.16 feet;
thence continuing on the east boundary line of said Jump Creek Subdivision No. 6, North 00°31'08" East, 317.48 feet to an angle point on the
southerly boundary line of Jump Creek Subdivision No. 1 as filed in Book 110 of Plats at Pages 15795 through 15799 records of Ada County, Idaho;
thence on the southerly boundary line of said Jump Creek Subdivision No. 1 the following five (5) courses and distances:
My commission expires Notary Public for Idaho
North 00031'08" East, 33.93 feet;
North 84°40'16" East, 61.78 feet;
Residing in Idaho
South 89°18'27" East, 168.61 feet;
South 44°23'39" East, 28.24 feet;
North 90°00'00" East, 25.00 feet to the west right-of-way line of N. Black Cat Road;
thence on said west right-of-way line the following three (3) courses and distances:
South 00°31'08" West, 358.89 feet;
South 07°38'39" West, 24.19 feet;
South 00°31'08" West, 74.11 feet to the northerly right-of-way line of W. McMillan Road;
thence on said northerly right-of-way line the following three (3)courses and distances:
95.32 feet along the arc of a non-tangent curve to the right, said curve having a radius of 391.00 feet, a central angle of 13°58'03" and a long
chord which bears South 65°58'38"West, 95.08 feet;
178.42 feet along the arc of a non-tangent curve to the right, said curve having a radius of 1370.00 feet, a central angle of 07°27'42" and a
long chord which bears South 78042'44"West, 178.29 feet;
North 89°16'45" West, 11.42 feet to the REAL POINT OF BEGINNING.
Contains 3.288 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat. The private roads and 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.
Open Door Rentals LLC
Corey D. Barton, Manager
CERTIFICATE OF SURVEYOR
I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor 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 platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys.
L ANC _.
EN G
o �
Cody M. McCammon a (0)Z 8 z9 0 P.L.S. No. 11779
�p TF OF 13
YM M cC P•M�
le-w-' ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 3 OF 4 1119 E. STATE STREET,SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com