HomeMy WebLinkAboutFinalPlat_Guches3_V1BLOCK 4
BLOCK 9
S 89°42'40" W 124.71'
26.50'26.50'
104.71'
25
131211109876
123
14 15 16 17
BLOCK 4
S 89°42'40" W 2656.23'
1328.12'
E1/4 COR. SEC. 11
LS 11120
CPF# 2020-013001
26
CE1/16 COR. SEC. 11
FND ILLEGIBLE
SET PLASTIC CAP PLS 11574
BLOCK 4
BLOCK 1
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1312
151.50'N 0°17'20" WN 00°17'20" W 100.00'CS1/16 COR. SEC. 11S 00°33'55" W 1324.15'C1/4 COR. SEC. 11
CPF# 2008004136
FALLS IN A MANHOLE, PERPETUATED
BY STRADDLER MAG NAILS
198.00'
N 89°42'40" E 1130.11'S 00°36'45" W 611.08'N 00°33'55" E 184.25'N 89°42'40" E 497.42'N 89°42'40" E 536.91'
N 89°42'40" E 428.61'N 89°42'40" E 329.54'
N 89°42'40" E 277.94'N 89°42'40" E 108.26'
N 89°42'40" E 107.95'
N 89°42'40" E 108.90'
N 89°42'40" E 109.84'
N 89°42'40" E 96.65'
N 47°1
6'
2
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E
1
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3
.
1
6
'N 00°17'20" W 85.54'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'95.08'N 89°42'40" E 322.48'S 00°17'20" E 151.01'S 89°42'40" W 109.09'N 89°42'40" E 277.94'
N 89°42'40" E 105.65'
N 89°42'40" E 103.14'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 158.07'81.45'N 89°42'40" E 428.61'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'S 00°17'20" E 100.00'N 00°17'20" W 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 100.00'S 00°17'20" E 109.06'N 89°42'40" E 476.76'N 00°17'20" W 329.50'N 89°42'40" E 848.10'S 00°17'20" E 323.00'N 00°17'20" W 100.00'N 89°42'40" E 240.00'75.58'60.00'60.00'60.00'60.00'60.00'60.00'60.00'26.50'26.50'75.00'
60.00'60.00'60.00'60.00'37.94'
60.00'50.00'60.00'60.00'101.51'15.95'60.00'60.00'60.00'60.00'60.00'6.53'38.53'60.00'60.00'60.00'60.00'60.00'60.00'30.08'
2
6
.
5
0
'
2
6
.
5
0
'
33.01'60.00'60.00'60.00'60.00'56.53'
60.00'60.00'60.00'60.00'100.00'99.81'82.94'60.00'60.00'60.00'15.00'
41.53'60.00'60.00'60.00'60.00'60.00'60.00'27.08'
72.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'65.00'147.74'149.59'65.01'60.01'60.01'18.42'15.00'60.01'60.01'81.45'35.00'81.45'31.01'60.00'60.00'56.57'25.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'N 00°17'20" W 100.00'S 00°17'20" E 200.00'81.57'81.57'L1L2C1L5L6L7L8L9L10L11L13L1488.26'
473.58'374.52'203.00'126.50'126.50'196.50'81.45'C2
C3
C4
C5 C7C8
C9 C1
0
C11 C12
C13C14C1589.09'26.50'26.50'100.00'20.00'26.50'26.50'20.00'S 00°36'45" W 135.02'135.02'20.00'
20.00'L12SE1/16 COR. SEC. 11
PLS 8960 S 00°36'45" W 713.09'4 5 6 7 8 9 10 11
BLOCK 1
BLOCK 2
1415161718192021 12 11 10 9 8
3 4 5 6
7
BLOCK 3
BLOCK 4
1819202122
BLOCK 9
27
28
29
14
13
12
11
10
98765432
BLOCK 10
BLOCK 10
10' (TYP)10' (TYP)10' (TYP)
10' (TYP)10' (TYP)10' (TYP)585.34'544.77'
S 89°42'40" W 284.51'N 00°17'20" W 153.00'S 89°42'40" W 623.58'
N
4
0
°
3
3
'
4
5
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W
6
5
.
8
8
'26.5'26.5'26.5'26.5'26.50'26.50'26.5'26.5'323.01'153.75'
26.5'26.5'
26.5'26.5'
26.5'26.5'26.5'26.5'S 89°42'40" W 110.00'
N 89°42'40" E 557.74'N 89°42'40" E 519.32'
30.32'
13.63'35.00'114.25'13.63'35.00'C6
3
2 1
57.00'25.00'
L3 L415
S 00°36'45" W 353.04'353.05'30
29.80'209.70'20.00'237.92'245.11'20.00'251.80'20.00'10'10'10'10'S 89°42'40" W 135.00'24.75'24.75'S 89°42'40" W 75.75'35.01'10.00'
12.88'
7324 SqFt 6000 SqFt
6000 SqFt 6000 SqFt
6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt
6000 SqFt6000 SqFt6000 SqFt
6000 SqFt
6000 SqFt6000 SqFt
6000 SqFt
6000 SqFt6000 SqFt6000 SqFt
6000 SqFt 6000 SqFt 6000 SqFt 6000 SqFt
6000 SqFt6000 SqFt6000 SqFt6000 SqFt
5529 SqFt 2329
SqFt 6013 SqFt 9027 SqFt
10387 SqFt
6907 SqFt
6562 SqFt
6506 SqFt
1815 SqFt
1435 SqFt
6361 SqFt
6311 SqFt
9980 SqFt
11013
SqFt
7329 SqFt
5829 SqFt7053 SqFt
17939 SqFt 19302 SqFt
3638
SqFt
BOOK ____, PAGE_____.
( FEET )
SCALE
0
PLAT SHOWING
DWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:
1 OF 4 02/2025 AR JB 124153 124153-FP
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
LOCATED IN THE NW1/4 OF THE SE1/4 OF SECTION 11, T. 3 N., R. 3 W., B.M.,
CITY OF CALDWELL, CANYON COUNTY, IDAHO
2025
GUCHES SUBDIVISION No. 3
SURVEYORS NARRATIVE
SAWTOOTH LAND SURVEYING WAS CONTRACTED TO PREPARE THE SUBDIVISION PLAT AS SHOWN
HEREON. THE FOUND SECTIONAL MONUMENTS WERE USED TO RE-ESTABLISH THE CENTER-SOUTH
1/16 CORNER PER RECORD ANGLES AND DISTANCES FROM RECORD OF SURVEY INST. NO.
200138301. THE CENTER 1/4 CORNER FALLS IN A MANHOLE AS NOTED AND IS PERPETUATED BY
MAG NAIL STRADDLERS. THIS POSITION MATCHES THE POSITION AS SHOWN ON SAID RECORD
OF SURVEY AND CORNER PERPETUATION AND FILING RECORD INST. NO. 2008004136.
THE CENTERLINE OF THE PIONEER LATERAL THAT ESTABLISHES A PORTION OF THE WESTERLY
BOUNDARY WAS ALSO ESTABLISHED BY SAID RECORD OF SURVEY AND RECORD DIMENSIONS
WERE HELD FOR THIS PLAT.
REFERENCES
R1) RECORD OF SURVEY INST. NO. 200138301
R2) RECORD OF SURVEY INST. NO. 9941638
R3) WARRANTY DEED INST. NO. 2020-054695
R4) GUCHES SUBDIVISION NO. 1, BOOK 57, PAGE 16
R5) GUCHES SUBDIVISION NO. 2, BOOK XX, PAGE XX AWTOOTSHLand Surveying, LLC
1 INCH = 60 FT
SEE SHEET 2 OF 4 FOR NOTES, LINE/CURVE TABLES,
DETAILS AND LEGEND
2/27/25 REVISIONSDATE60 1206030
City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:Martin
Gergen
LINE TABLELINEBEARINGDISTANCEL1N 00°17'20" W35.00'L2N 89°42'40" E45.00'L3S 45°17'20" E30.23'L4N 44°42'40" E30.23'L5S 44°35'53" W26.18'L6N 45°10'33" W26.18'L7S 45°30'57" E26.16'L8S 44°56'17" W26.16'L9S 45°30'57" E26.16'L10N 44°56'17" E26.16'L11S 44°56'17" W21.30'L12S 44°56'17" W4.86'L13S 44°35'53" W26.18'L14N 45°10'33" W26.18'CURVE TABLECURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC142.09'48.50'49°43'35"N 24°34'28" E40.78'C234.09'48.50'40°16'25"N 69°34'28" E33.39'C352.72'75.00'40°16'25"N 69°34'28" E51.64'C471.34'101.50'40°16'25"N 69°34'28" E69.89'C543.21'101.50'24°23'34"S 77°30'53" W42.89'C628.13'101.50'15°52'51"S 57°22'41" W28.04'C736.91'23.50'90°00'00"S 45°17'20" E33.23'C878.54'50.00'90°00'00"S 45°17'20" E70.71'C98.08'12.00'38°35'54"N 70°24'43" E7.93'C10163.42'56.00'167°11'48"S 45°17'20" E111.30'C1144.37'56.00'45°23'51"N 73°48'42" E43.22'C1239.84'56.00'40°45'43"S 63°06'31" E39.01'C1349.94'56.00'51°05'45"S 17°10'47" E48.30'C1429.26'56.00'29°56'29"S 23°20'19" W28.93'C158.08'12.00'38°35'54"S 19°00'37" W7.93'SUBDIVISION BOUNDARY LINELOT LINESECTIONAL LINEPUBLIC UTILITY, IRRIGATION &DRAINAGE EASEMENTCENTERLINEGRAVITY IRRIGATION EASEMENTLEGENDFOUND ALUMINUM CAPSET 5/8" REBAR/CAP PLS 11574SET 1/2" REBAR/CAP PLS 11574CALCULATED POINTLOT NUMBER1EXISTING DEED OR LOT LINEFOUND 1/2" REBAR/CAP PLS 11574POINT OF BEGINNINGPUBLIC UTILITY & DRAINAGE EASEMENTFOUND 5/8" REBAR/CAP PLS 11574 OR AS NOTEDIRRIGATION EASEMENT (PIONEER IRRIGATION DISTRICT)BOOK ____, PAGE_____.PLAT SHOWINGDWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:2 OF 412/2024ARJB124153124153-FP FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COMGUCHES SUBDIVISION No. 3AWTOOTSHLand Surveying, LLCI2/20/24PLAT NOTES1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE ISHEREBY RESERVED ALONG THE FOLLOWING:-TEN (10') FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR ASDEPICTED-TEN (10') FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTEDA PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THEFOLLOWING:-TEN (10') ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSIONTHEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONIN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN INOPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSIONWAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THISSECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENTOPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSIONTHEREOF."3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVEDSUBDIVISION STANDARDS OF THE CITY OF CALDWELL AT THE TIME OF RESUBDIVISION.4. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BEIN COMPLIANCE WITH THE CITY OF CALDWELL APPLICABLE ZONING AND SUBDIVISIONREGULATIONS, UNLESS OTHERWISE APPROVED BY PUID19-00029, AT THE TIME OF ISSUANCE OFINDIVIDUAL BUILDING PERMITS.5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT DITCHES OR SWALES. MAINTENANCEOF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOTOWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.6. LOTS 2, 3, 4, 11, BLOCK 1, LOT 14, BLOCK 2, LOTS 7, 12, BLOCK 3, LOTS 18, BLOCK 4, LOTS29, 30, BLOCK 9, AND LOTS 1, 2, 14, 15, BLOCK 10 ARE RESERVED AS COMMON LOTS SHALL BEOWNED AND MAINTAINED BY THE GUCHES SUBDIVISION HOMEOWNERS ASSOCIATION. THESELOTS CANNOT BE DEVELOPED FOR RESIDENTIAL PURPOSES IN THE FUTURE.7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE CALDWELL MUNICIPAL IRRIGATIONDISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS WITHIN THE SUBDIVISION WILLBE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROMTHE CALDWELL MUNICIPAL IRRIGATION DISTRICT.8. THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANTS, CONDITIONS, AND RESTRICTIONS(CC&R'S) THAT PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND RECORDED IN THE CANYONCOUNTY RECORDER'S OFFICE.9. NO LOT SHALL HAVE DIRECT ACCESS TO/FROM S. FLORIDA AVE. OR MOSS STREET.10. THIS SUBDIVISION SHALL DEDICATE ALL RIGHT OF WAYS TO THE PUBLIC.11. LOTS 2, 3, AND 11, BLOCK 1 AND LOTS 1, 2, AND 15, BLOCK 10 CONTAIN AN IRRIGATIONEASEMENT, IN FAVOR OF PIONEER IRRIGATION DISTRICT, FOR PURPOSES OF ACCESS, OPERATION,MAINTENANCE AND REPLACEMENT OF THE 25.1 LATERAL AND MAPLE GROVE WELL OUTFALL. SAIDEASEMENT SHALL REMAIN FREE OF ALL OBSTRUCTIONS, INCLUDING, WITHOUT LIMITATION, FENCES,PATHWAYS, LANDSCAPING, AND OTHER IMPROVEMENTS, UNLESS SPECIFICALLY APPROVED BYPIONEER IRRIGATION DISTRICT, OR ITS SUCCESSORS, IN WRITING. SAID EASEMENT IS FURTHERSUBJECT TO THE TERMS, CONDITIONS, AND RESTRICTIONS SET FORTH IN THE LICENSE AGREEMENTFOR GUCHES SUBDIVISION, INSTRUMENT NO. 2024-XXXX, RECORDS OF CANYON COUNTY, IDAHO.City of CaldwellAPPROVED FOR CONSTRUCTIONThese plans and/or specifications havebeen reviewed for compliance with the Cityof Caldwell specifications. This reviewdoes not relieve the owner, engineer, orcontractor of the responsibility to designand/or construct these facilities incompliance with all current applicablefederal, state, and local laws, rules,regulations, ordinances, orders ofdecisions, development agreements, orspecifications. Inconsistencies notisolated by City staff shall not beconstrued as approved unless specificallyaddressed as a variance and granted byCity Council as a variance. The Cityretains the right to enforce provisions ofsaid document and policies even ifinconsistencies are not noted by the City. Any revisions of these approved plans willrequire a resubmittal for a full review andapproval.Name:MartinGergen
BOOK ____, PAGE_____.PLAT SHOWING
DWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:
3 OF 4 8/2024 AR JB 124153 124153-FP
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
GUCHES SUBDIVISION No. 3
AWTOOTSHLand Surveying, LLC
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 FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE
CITY OF CALDWELL AND THAT THE CITY OF CALDWELL 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 PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC.
BASIS OF BEARING FOR THIS DESCRIPTION IS SOUTH 89°42'40” WEST BETWEEN AN ALUMINUM CAP, PLS 11120
MARKING THE E1/4 CORNER OF SECTION 11 AND THE C1/4 CORNER OF SECTION 11, T. 3 N., R. 3 W., B.M., CANYON
COUNTY, IDAHO.
A PORTION OF THE NW1/4 SE1/4 OF SECTION 11, T. 3 N., R. 3 W., B.M., CANYON COUNTY, IDAHO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP, PLS 11120 MARKING THE E1/4 CORNER OF SAID SECTION 11;
THENCE SOUTH 89°42'40” WEST, COINCIDENT WITH THE NORTH LINE OF SAID SE1/4, A DISTANCE OF 1328.12 FEET TO A
5/8" REBAR/CAP PLS 11574 MARKING THE CE1/16 CORNER OF SAID SECTION 11 AND THE POINT OF BEGINNING;
THENCE LEAVING SAID NORTH LINE, SOUTH 0°36'45” WEST, 611.08 FEET TO THE NORTHERLY BOUNDARY OF GUCHES
SUBDIVISION NO. 2, AS SHOWN IN BOOK XX OF PLATS, AT PAGE XX, CANYON COUNTY RECORDS, MARKED BY A 5/8"
REBAR/CAP PLS 11574;
THENCE COINCIDENT WITH SAID NORTHERLY BOUNDARY THEH FOLLOWING THREE COURSES AND DISTANCES:
THENCE SOUTH 89°42'40” WEST, 124.71 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE NORTH 0°17'20” WEST, 35.00 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE SOUTH 89°42'40” WEST, 284.51 FEET TO A 5/8" REBAR/CAP PLS 11574 MARKING AN ANGLE POINT IN THE
BOUNDARY OF GUCHES SUBDIVISION NO. 1, AS SHOWN IN BOOK 57 OF PLATS, AT PAGE 16, CANYON COUNTY RECORDS;
THENCE COINCIDENT WITH THE EASTERLY AND NORTHERLY BOUNDARIES OF SAID GUCHES SUBDIVISION NO. 1 THE
FOLLOWING SEVEN (7) COURSES AND DISTANCES:
THENCE CONTINUING, SOUTH 89°42'40” WEST, 110.00 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE NORTH 0°17'20” WEST, 100.00 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE NORTH 89°42'40” WEST, 45.00 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE NORTH 0°17'20” WEST, 153.00 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE SOUTH 89°42'40” WEST, 623.58 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE NORTH 0°17'20” WEST, 51.50 FEET TO A 5/8" REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE TO THE
RIGHT;
THENCE 42.09 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 48.50 FEET, WITH A CENTRAL ANGLE OF
49°43'35", SUBTENDED BY A CHORD BEARING NORTH 24°34'28” EAST, 40.78 FEET TO A 5/8" REBAR/CAP PLS 11574 ;
THENCE NORTH 40°33'45” WEST, A DISTANCE OF 65.88 FEET TO A 5/8" REBAR/CAP PLS 11574;
THENCE LEAVING THE BOUNDARY OF SAID GUCHES SUBDIVISION NO. 1, NORTH 0°33'55” EAST, 184.25 FEET TO A 5/8"
REBAR/CAP PLS 11574 ON SAID NORTH LINE OF THE SE1/4;
THENCE NORTH 89°42'40” EAST, COINCIDENT WITH SAID NORTH LINE, 1130.11 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 11.268 ACRES, MORE OR LESS.
CERTIFICATE OF OWNER:
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
CERTIFICATE OF SURVEYOR:
ACKNOWLEDGMENT
}STATE OF IDAHO
SS
COUNTY OF CANYON
ON THIS DAY OF , 2024, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO
BE THE PRESIDENT OF CHALLENGER DEVELOPMENT INC., THAT EXECUTED THE INSTRUMENT AND
ACKNOWLEDGED TO ME TO EXECUTE 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 _________________________________
CHALLENGER DEVELOPMENT INC.
COREY D. BARTON, PRESIDENT
8/I2/24 City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:Martin
Gergen
BOOK ____, PAGE_____.PLAT SHOWING
DWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:
4 OF 4 8/2024 AR JB 124153 124153-FP
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
WWW.SAWTOOTHLS.COM
GUCHES SUBDIVISION No. 3
AWTOOTSHLand Surveying, LLC
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ON A
REVIEW BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER (QLPE) REPRESENTING THE CITY OF CALDWELL AND
THE QLPE APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AN THE CONDITIONS IMPOSED ON THE
DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. WATER AND SEWER LINE HAVE
BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE IMPOSED, IN
ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
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SOUTHWEST DISTRICT HEALTH, EHS DATE
APPROVAL OF CANYON COUNTY HIGHWAY DISTRICT NO. 4
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF CANYON COUNTY HIGHWAY DISTRICT
NO. 4 COMMISSIONERS ON THE DAY OF , 2024.
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PRESIDENT, CANYON COUNTY HIGHWAY DISTRICT NO. 4 DATE
APPROVAL OF CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF CALDWELL, CANYON COUNTY, IDAHO, DO HEREBY
APPROVE THIS PLAT.
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CITY ENGINEER DATE
APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF CALDWELL, CANYON COUNTY, IDAHO, DO HEREBY CERTIFY
THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2024 THIS PLAT WAS
DULY ACCEPTED AND APPROVED.
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CITY CLERK DATE
COUNTY RECORDERS CERTIFICATE
STATE OF IDAHO
SS
COUNTY OF CANYON
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 , 2024, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES , THROUGH , INSTRUMENT NUMBER .
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DEPUTY EX-OFFICIO RECORDER
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR CANYON 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.
_____________________________________________________________________________
COUNTY SURVEYOR DATE
CERTIFICATE OF COUNTY TREASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF CANYON, 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.
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COUNTY TREASURER DATE
8/I2/24
City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:Martin
Gergen