HomeMy WebLinkAboutFinal Plat V1N 89°59'28" W 1329.49' N 90°00'00" E
T. 3 N.
T. 2 N.
2
S 89°59'28" E
246.01'
50.00'
1269.22'
N 0°08'57" E 1344.22'
5'
10'
10.00'
S 89°59'28" E 405.62'
N 49°40'31" W 132.30'
N 00°00'32" E 344.62'
N 89°59'28" W 249.94'
S 40°19'29" W 353.06'
138.41' 182.53'
32.12'
118.00' 131.94'
102.63' 302.99'
63.15'
50.00' 50.00' 45.00' 50.00' 54.00' 45.00' 50.00' 50.00' 45.00' 45.00' 54.00' L3
50.00' 50.00' 45.00' 50.00' 54.00' 45.00' 50.00' 50.00'
93.42'
25.42'
54.93'
L4
L5
C1
C2
C3
C4
C5
C6
C7
S 89°59'28" E 122.86'
N 49°40'31" W 94.80'
105.00' 25.00' 52.00' 45.00' 45.00'
26.15' 50.00' 60.00'
104.55'
25.00' 23.80'
N 49°40'31" W
30.00'
L6
L7
L8
L9
L10
L12
L15
C8
C9
C10
C11
45.00' 54.00' 50.00' 50.00' 45.00'
18.51' 68.40'
N 0°00'32" E 147.48'
45.00' 54.00' 50.00' 50.00' 45.00' 65.00' 25.00' 91.43'
57.75'
CURVE TABLE
LINE TABLE
LINE BEARING DISTANCE
L1 S 89°59'11" E 15.37'
L2 S 45°00'32" W 22.63'
L3 S 89°59'28" E 12.00'
L4 S 40°19'29" W 8.15'
L5 N 89°59'28" W 11.62'
L6 S 89°59'28" E 13.00'
L7 N 00°00'32" E 9.42'
L8 S 89°59'28" E 13.00'
L9 N 00°00'32" E 9.42'
L10 S 40°19'29" W 10.89'
L11 N 49°40'31" W 22.04'
L12 N 04°05'47" W 35.00'
L13 S 49°40'31" E 12.79'
L14 S 89°59'28" E 12.86'
L15 N 40°19'29" E 9.80'
L16 S 89°59'28" E 5.96'
L17 N 84°44'46" E 35.00'
L18 S 49°40'31" E 21.04'
L19 S 00°00'32" W 36.39'
L20 N 00°00'32" E 13.00'
L21 N 00°00'32" E 13.00'
L22 N 00°00'32" E 14.81'
L23 N 00°00'32" E 14.81'
L24 N 49°40'31" W 52.32'
L25 S 37°37'47" E 18.93'
L26 N 00°00'32" E 13.00'
L27 N 00°00'32" E 13.00'
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 53.72' 35°22'48" 87.00' S 17°41'56" W 52.87'
C2 40.60' 94°56'09" 24.50' S 82°51'25" W 36.11'
C3 35.32' 82°36'30" 24.50' S 76°41'36" W 32.34'
C4 5.27' 12°19'39" 24.50' N 55°50'20" W 5.26'
C5 79.51' 40°18'57" 113.00' N 69°49'59" W 77.88'
C6 45.62' 23°07'55" 113.00' N 61°14'28" W 45.31'
C7 33.89' 17°11'02" 113.00' N 81°23'57" W 33.76'
C8 79.51' 40°18'57" 113.00' N 20°10'01" E 77.88'
C9 43.31' 21°57'39" 113.00' N 29°20'40" E 43.05'
C10 36.20' 18°21'19" 113.00' N 09°11'11" E 36.05'
C11 70.36' 40°18'57" 100.00' N 20°10'01" E 68.92'
C12 97.99' 49°41'03" 113.00' N 65°10'01" E 94.95'
C13 62.14' 31°30'35" 113.00' N 74°15'15" E 61.36'
C14 32.65' 16°33'12" 113.00' N 50°13'21" E 32.53'
C15 3.20' 1°37'16" 113.00' N 41°08'07" E 3.20'
C16 86.72' 49°41'03" 100.00' N 65°10'01" E 84.02'
C17 38.48' 90°00'00" 24.50' S 44°59'28" E 34.65'
C18 28.52' 66°42'04" 24.50' S 56°38'26" E 26.94'
C19 9.96' 23°17'56" 24.50' S 11°38'26" E 9.89'
C20 38.48' 90°00'00" 24.50' S 45°00'32" W 34.65'
C21 9.96' 23°17'58" 24.50' S 11°39'31" W 9.89'
C22 28.52' 66°42'02" 24.50' S 56°39'31" W 26.94'
C23 70.36' 40°18'57" 100.00' S 69°49'59" E 68.92'
C24 61.22' 40°18'57" 87.00' S 69°49'59" E 59.96'
C25 38.48' 90°00'00" 24.50' S 04°40'31" E 34.65'
C26 75.44' 49°41'03" 87.00' S 65°10'01" W 73.10'
C27 38.48' 90°00'00" 24.50' N 44°59'28" W 34.65'
C28 28.52' 66°42'16" 24.50' N 56°38'20" W 26.94'
C29 9.96' 23°17'44" 24.50' N 11°38'20" W 9.89'
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN 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 RE-IMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
__________________________________________________________________
CENTRAL DISTRICT HEALTH, EHS DATE
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 , 2021.
__________________________________________________________________
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE
APPROVAL OF CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY
APPROVE THIS PLAT.
__________________________________________________________________
CITY ENGINEER DATE
APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT
AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2021 THIS PLAT WAS
DULY ACCEPTED AND APPROVED.
__________________________________________________________________
CITY CLERK DATE
COUNTY RECORDERS CERTIFICATE
STATE OF IDAHO
SS
COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT MINUTES
PAST , O'CLOCK .M. THIS , DAY OF , 2021, A.D., AND WAS DULY RECORDED IN BOOK ,
OF PLATS AT PAGES , THROUGH , INSTRUMENT NUMBER .
__________________________________________________________________
DEPUTY EX-OFFICIO RECORDER
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
__________________________________________________________________
ADA COUNTY SURVEYOR 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 PROPERTY TAXES FOR THE PROPERTY
INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
__________________________________________________________________________________
COUNTY TREASURER DATE
}
IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK ____, PAGE_____.
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
3 OF 3 4/2021 WFJ JB 19116
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
19116-FP
S AWTOOT H
Land Surveying, LLC
5/3/2I
10/06/21
A-2021-0196
C30 38.48' 90°00'00" 24.50' N 45°00'32" E 34.65'
C31 9.96' 23°18'07" 24.50' N 11°39'36" E 9.90'
C32 28.52' 66°41'53" 24.50' N 56°39'36" E 26.94'
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL
PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY
IN THIS SUBDIVISION PLAT.
THE OWNER CERTIFIES THAT IRRIGATION WATER WILL BE SUPPLIED PER IDAHO CODE
31-3805(1)(B). IRRIGATION WATER WILL BE PROVIDED BY A PRIVATE WELL TO BE OWNED
AND MAINTAINED BY THE CURRENT AND ANY FUTURE HOME OWNERS ASSOCIATION.
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE
DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM,
INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO
SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334)
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT
THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND
FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE
TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS.
THE PRIVATE STREETS, AS SHOWN ON THIS PLAT, ARE NOT DEDICATED TO THE PUBLIC.
BASIS OF BEARINGS FOR THIS DESCRIPTION IS N. 89º59'28” W. BETWEEN THE 5/8”
REBAR ILLEGIBLE CAP MARKING THE E1/16 CORNER COMMON TO SECTIONS 32 AND 5,
AND THE BRASS CAP MARKING THE S1/4 CORNER OF SECTION 32, BOTH IN T. 3 N., R. 1
E., B.M., ADA COUNTY, IDAHO.
A PARCEL OF LAND LOCATED IN THE SW1/4 OF THE SE1/4 OF SECTION 32, T. 3 N., R. 1
E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT A BRASS CAP MARKING THE S1/4 CORNER OF SAID SECTION 32;
THENCE N. 0°08'57" E., COINCIDENT WITH THE WEST LINE OF SAID SW1/4 OF THE SE1/4
OF SECTION 32, A DISTANCE OF 75.00 FEET TO A 5/8" REBAR PLS 14221;
THENCE LEAVING SAID WEST LINE OF THE SW1/4 OF THE SE1/4 OF SECTION 32,
S. 89°59'28" E., PARALLEL WITH THE SOUTH LINE OF SAID SW1/4 OF THE SE1/4 OF
SECTION 32, A DISTANCE OF 246.01 FEET TO A 5/8" REBAR PLS 11574 AND THE POINT
OF BEGINNING;
THENCE N. 0°00'32" E., 454.62 FEET TO A 5/8" REBAR PLS 11574;
THENCE S. 89°59'28" E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4,
A DISTANCE OF 15.37 FEET TO A 5/8" REBAR PLS 11574;
THENCE N. 0°00'32" E., 131.00 FEET TO A 5/8" REBAR PLS 11574;
THENCE S. 89°59'28" E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4,
A DISTANCE OF 550.00 FEET TO A 5/8" REBAR PLS 11574;
THENCE S. 0°00'32" W., 84.00 FEET TO A 5/8" REBAR PLS 11574;
THENCE S. 89°59'28" E., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4,
A DISTANCE OF 131.00 FEET TO A 5/8" REBAR PLS 11574 ON THE WEST LINE OF
IMPRESSIVE EAST RIDGE NO. 1, RECORDED IN BOOK 116, 17499, ADA COUNTY RECORDS;
THENCE COINCIDENT WITH THE WESTERLY LINE OF SAID IMPRESSIVE EAST RIDGE NO. 1
THE FOLLOWING COURSES AND DISTANCES;
THENCE S. 0°00'32" W., 272.00 FEET TO A 5/8” REBAR PLS 14221;
THENCE N. 89°59'28” W., PARALLEL WITH SAID SOUTH LINE OF THE SW1/4 OF THE SE1/4,
A DISTANCE OF 136.15 FEET TO A 5/8” REBAR PLS 14221;
THENCE S. 40°19'29” W., 183.61 FEET TO A 5/8” REBAR PLS 14221;
THENCE S. 0°00'32” W., 73.62 FEET TO A 5/8” REBAR PLS 14221;
THENCE S. 45°00'32” W., 22.63 FEET TO A 5/8” REBAR PLS 14221;
THENCE N. 89°59'28” W., 425.43 FEET TO THE POINT OF BEGINNING .
THE ABOVE DESCRIBED PARCEL CONTAINS 7.907 ACRES, MORE OR LESS.
JIM D. CONGER, AUTHORIZED AGENT
G20, LLC
ACKNOWLEDGEMENT
STATE OF IDAHO
SS
COUNTY OF ADA
ON THIS DAY OF , 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND
FOR SAID STATE, PERSONALLY APPEARED JIM D. CONGER, KNOWN OR IDENTIFIED TO ME TO BE AN
AUTHORIZED AGENT OF G20 LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON
BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED
LIABILITY COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS
CERTIFICATE FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR IDAHO
RESIDING AT
MY COMMISSION EXPIRES
CERTIFICATE OF SURVEYOR:
I, JEFF BEAGLEY, PLS, 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, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE
55-1601 THROUGH 55-1612.
JEFF BEAGLEY P.L.S. 11574
}
IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 BOOK ____, PAGE_____.
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 3 4/2021 WFJ JB 19116
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
19116-FP
S AWTOOT H
Land Surveying, LLC
5/6/2I
10/06/21
A-2021-0196
31.98'
48.00' 25.62'
S 89°59'28" E 98.00'
L16
L17
L18
C12
C13
C14
C15
C16
45.00' 50.00' 45.00' 45.00' 50.00' 54.00'
35.31' 50.00' 45.00' 45.00' 50.00' 44.31'
80.50'
80.50'
C17
C18
C19
C20
C21
C22
L20
L21 L22 L23
S 89°59'28" E 265.49'
25.65'
S 40°19'29" W 283.44'
N 89°59'28" W 94.44'
C23
C24
C25
C26
S 0°00'32" W 289.00'
45.00'
45.00' 50.00' 54.00' 50.00' 45.00'
35.31' 50.00' 54.00' 50.00' 45.00' 35.31'
C27
C28
C29
C30
C31
C32
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 105.00'
S 0°00'32" W 110.04'
S 0°00'32" W 125.62'
S 40°19'29" W
S 0°00'32" W 109.35'
N 0°00'32" E 130.55'
L11
48.71'
L14
N 0°00'32" E 105.00'
50.00'
N 0°00'32" E 105.00'
60.00'
S 89°59'28" E 113.68'
S 89°59'28" E 138.18'
S 89°59'28" E 110.75'
105.00'
L24
L13
110.00'
N 0°00'32" E 110.00'
N 0°00'32" E 110.00'
N 0°00'32" E 110.00'
N 0°00'32" E 110.00'
N 0°00'32" E 110.00'
64.00' 50.00'
S 89°59'28" E 107.43'
S 89°59'28" E 128.12'
33.48'
L19
S 89°59'28" E 103.00'
S 89°59'28" E 105.00'
S 89°59'28" E 103.00'
S 89°59'28" E 105.00'
S 89°59'28" E 105.00' S 89°59'28" E 105.00'
S 89°59'28" E 105.00' S 89°59'28" E 105.00'
S 89°59'28" E 105.00'
S 89°59'28" E 105.00'
S 89°59'28" E 105.00'
S 89°59'28" E 105.00'
S 89°59'28" E 103.00'
S 89°59'28" E 103.00'
3 4 5 6 7
9
10
11
12
8
13
14 15 16 17
18
19
20
21
23
24
25
33 32 31 30 29 28 27 26
105.00'
22
34
35
36
37
38
39
40
47
46
45
44
43
42
48
41
10'
10.00'
10.00'
10'
10'
10'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
S1/4 CORNER
SECTION 32
CPF# 111066375
ILLEGIBLE
E1/16 CORNER
SECTION 32/5
ILLEGIBLE
32 33
5 4
10.00'
10.00'
CS1/16 CORNER
SECTION 32
1329.66'
L25
N 0°00'32" E 105.48'
N 49°40'31" W 94.80'
26.50' 26.50'
L26 L27
S 49°40'31" E
FOUND ALUMINUM CAP
PLS 4431
CPF# 2019-091022
25.00'
4
3
2
98.00'
84.00'
84.00'
10.00'
4.00'
1
BLOCK 2
5
316.00'
LEGEND
LOT LINE
SECTIONAL LINE
SUBDIVISION BOUNDARY
CENTERLINE
LOT NUMBER
SET 5/8" REBAR/CAP PLS 11574
SET 1/2" REBAR/CAP PLS 11574
NEW EASEMENTS
FOUND BRASS CAP MONUMENT
FOUND ALUMINUM CAP MONUMENT
OTHER BOUNDARY LINE
CALCULATED POINT
POB POINT OF BEGINNING
FOUND 5/8" REBAR/CAP PLS 14221 OR AS NOTED
1
EXISTING DEED OR LOT LINE
FOUND 1/2" REBAR/CAP PLS 14221 OR AS NOTED
IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2
LOCATED IN THE SW1/4 OF THE SE1/4 OF SECTION 32,
T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2021
NOTES:
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION
TO BE OWNED AND MAINTAINED BY THE (EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC.), SAID
EASEMENTS HEREBY RESERVED ALONG THE FOLLOWING:
-TEN (10') FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES, ADJACENT TO PUBLIC RIGHTS OF WAY
OR SUBDIVISION BOUNDARY
-THREE (5') FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE 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 CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER IT 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 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS
OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11
OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT AND DEVELOPMENT
AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096.
5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES.
MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER,
UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN.
7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT
IN COMPLIANCE WITH IDAHO CODE 31-3805(B). ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A
PRIVATE WELL, OWNED AND MAINTAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC .
8. LOTS 8, 12, 14, 18, 22, 34, 41 AND 48, BLOCK 4, ARE RESERVED AS COMMON AREA NON-BUILDABLE LOTS, AND ARE
OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION INC.
9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12- INCHES ABOVE THE
ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
10. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS
MODIFIED BY MDA H-2020-0096.
11. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS FOR EAST RIDGE ESTATES COMMUNITY ASSOCIATION, INC.
12. LOT 13, BLOCK 4 IS A PRIVATE ROAD, TO BE OWNED AND MAINTAINED BY THE EAST RIDGE ESTATES COMMUNITY
ASSOCIATION, INC.
13. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED.
14. LOTS 8 AND 18, BLOCK 4, ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR
ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS, AND NO DIRECT ACCESS TO ANY
STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING
ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE A PERPETUAL RIGHT OF INGRESS AND EGRESS
AND SAID EASEMENTS SHALL RUN WITH THE LAND. SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION
REGARDING USE AND MAINTENANCE OF SAID EASEMENTS.
15. ALL PRODUCT IN IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2 SHALL BE SINGLE LEVEL WITH A MAXIMUM ROOF
HIGHT OF 25 FEET.
**SEE SHEET 2 OF 3 FOR LINE & CURVE TABLE**
BOOK ____, PAGE_____.
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
1 OF 3 4/2021 WFJ JB 19116
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
19116-FP
S AWTOOT H
Land Surveying, LLC
( FEET )
SCALE
0
1 INCH = 60 FT
60 30 60 120
SURVEYOR'S NARRATIVE:
SAWTOOTH LAND SURVEYING WAS CONTRACTED BY G20, LLC TO PREPARE THE SUBDIVISION PLAT
SHOWN HEREON.
THE SECTIONAL MONUMENTS USED TO CONTROL THE LOCATION OF THE SW1/4 OF THE SE1/4 ARE
THE SAME MONUMENTS AS SHOWN ON THE PLAT OF IMPRESSIVE EAST RIDGE SUBDIVSION NO. 1 ON
FILE IN BOOK 116 OF PLATS AT PAGES 17499-17501, ADA COUNTY RECORDS.
THE SOUTH AND EAST BOUNDARIES OF THIS PLAT ARE ADJACENT TO SAID IMPRESSIVE EAST RIDGE
SUBDIVISION NO. 1 AND ARE CONTROLLED BY FOUND MONUMENTS PRE SAID SUBDIVISION. THE
NORHTER'Y AND WEST BOUNDARIES WERE ESTABLISHED BY THE CLIENT.
5/6/2I
10/06/21
A-2021-0196