HomeMy WebLinkAboutFinalPlat - Regency at Verbena Ranch No. 1REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and Consulting
A PARCEL LOCATED IN THE NE1/4 OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 3
WEST, BOISE MERIDIAN, CITY OF CALDWELL, CANYON COUNTY, IDAHO
2026
CLINTON W. HANSEN
PLS 11118
100'400'200'0'
SCALE: 1" = 200'
BOOK ____ , PAGE _______
SHEET 1 OF 6
LEGEND
PLASTIC CAP
SET 5/8" REBAR WITH PLS 11118
FOUND ALUMINUM CAP MONUMENT
SECTION LINE
PLASTIC CAP
SET 1/2" REBAR WITH PLS 11118
CALCULATED POINT
CENTER LINE
EASEMENT LINE AS NOTED
FOUND 5/8" REBAR AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
LOT NUMBER
ADJACENT PROPERTY LINE
SURVEYOR'S NARRATIVE
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM
SURVEYED TIES TO CONTROLLING SECTION CORNER
MONUMENTATION, INFORMATION FROM RECORD OF SURVEY
NUMBERS 91017443, 2008027652, 2023-030250, AND CURRENT DEEDS
OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING
BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO
ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON.
0'
PUBLIC UTILITY, PRESSURE IRRIGATION & LOT
DRAINAGE EASEMENT LINE - SEE NOTE 1
SEE SHEETS 2, 3 AND 4 FOR ADDITIONAL LINE AND
CURVE TABLE DATA AND LOT AND EASEMENT
DETAILS
NOTES
1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PRIVATE STREET AND OVER
THE TEN (10) FEET ADJACENT TO ALL REAR LOT LINES. THIS EASEMENT SHALL NOT PRECLUDE THE
CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
2. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RESUBDIVISON.
3. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE WILDER IRRIGATION DISTRICT SERVICE AREA
(208-459-3421). IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A PRESSURE IRRIGATION
DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805(4), IDAHO CODE. THE
PURCHASER OF EACH LOT SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY THE WILDER
IRRIGATION DISTRICT. ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON THE LAND.
MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY
OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT.
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE
WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF CALDWELL OR AS MODIFIED UNDER THE
VERBENA RANCH PLANNED UNIT DEVELOPMENT (PUD24-000004).
5. ALL LOT, PARCEL AND TRACT SIZES SHALL MEET DIMENSIONAL STANDARDS ESTABLISHED IN THE
APPLICABLE ZONING ORDINANCE OR AS SPECIFICALLY APPROVED UNDER PUD24-000004.
6. THE AVAILABILITY OF BUILDING PERMITS FOR THIS DEVELOPMENT MAY BE LIMITED PURSUANT TO
CALDWELL CITY CODE SECTION 11-04-07(1)(1) WHICH LIMITS THE NUMBER OF BUILDING PERMITS THAT MAY
BE ISSUED PRIOR TO FINAL COMPLETION OF THE DEVELOPMENT. APPLICANT SHALL DISCLOSE TO LOT
PURCHASERS WHETHER THE ISSUANCE OF BUILDING PERMITS IS IN FACT RESTRICTED BY CALDWELL CITY
CODE SECTION 11-04-07(1)(1) AND LOT PURCHASERS ARE ENCOURAGED TO CONTACT CALDWELL CITY
BUILDING DEPARTMENT PRIOR TO CLOSING.
7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT
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
NON-AGRICULTURAL 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.
8. LOTS 2, 7, 10, 21 AND 36 OF BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE
VERBENA RANCH SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE SUBJECT TO
EASEMENTS AS SHOWN FOR PUBLIC UTILITIES, STORM DRAINAGE, IRRIGATION, PUBLIC PEDESTRIAN
ACCESS, LANDSCAPE AND MAINTENANCE.
9. NO LOT SHALL HAVE DIRECT ACCESS TO/FROM GREYSTONE LANE, VERBENA LANE, S. 10TH AVENUE, AND
EASLEY LANE.
10. LOTS 1 AND 20 IN BLOCK 1 SHALL BE OWNED BY THE VERBENA RANCH HOMEOWNERS ASSOCIATION,
INC., AND CONTAIN PRIVATE ROADS FOR THE SUBDIVISION. THE PRIVATE ROADS SHALL BE OWNED AND
MAINTAINED BY THE VERBENA RANCH HOMEOWNERS ASSOCIATION AS OUJTLINED IN THE CC&R
DOCUMENTS TO BE RECORDED. THE PRIVATE ROADS ARE HEREBY DESIGNATED AS HAVING A BLANKET
PERMANENT EASEMENT FOR SEWER, WATER, AND PUBLIC UTILITIES.
REFERENCE MONUMENT
FOUND BRASS CAP MONUMENT
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, orcontractor 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 ifinconsistencies 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
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and ConsultingCLINTON W. HANSEN
PLS 11118
50'200'100'0'
SCALE: 1" = 100'
BOOK ____ , PAGE _______
SHEET 2 OF 6
SEE SHEET 1 FOR LEGEND, NOTES, AND
ADDITIONAL BOUNDARY INFORMATION
REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
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, orcontractor 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 ifinconsistencies 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
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and Consulting
CLINTON W. HANSEN
PLS 11118
50'200'100'0'
SCALE: 1" = 100'
BOOK ____ , PAGE _______
SHEET 3 OF 6
SEE SHEET 1 FOR LEGEND, NOTES, AND
ADDITIONAL BOUNDARY INFORMATION
REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
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, orcontractor 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 ifinconsistencies 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
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and Consulting
CLINTON W. HANSEN
PLS 11118
HALF DOUBLEFULL0'
SCALE: VARIES PER DETAIL
BOOK ____ , PAGE _______
SHEET 4 OF 6
SEE SHEET 1 FOR LEGEND, NOTES, AND
ADDITIONAL BOUNDARY INFORMATION
DETAIL 1: 1"=50'DETAIL 2: 1"=50'DETAIL 3: 1"=80'
DETAIL 4: 1"=60'DETAIL 5: 1"=50'DETAIL 6: 1"=50'
SEE SHEETS 2 AND 3 FOR ADDITIONAL LINE AND
CURVE TABLE DATA
REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
DETAIL 7: 1"=120'
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, orcontractor 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 ifinconsistencies 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
CERTIFICATE OF SURVEYOR
CERTIFICATE OF OWNERS
CLINTON W. HANSEN
PLS 11118
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF ADA S.S.
NOTARY PUBLIC FOR THE STATE OF IDAHO
MY COMMISSION EXPIRES
RESIDING AT
ON THIS ____ DAY OF ____________ , 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE PERSONALLY APPEARED RYAN HAMMONS, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL
WEST INC, AN IDAHO CORPORATION, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF
OWNERS" AND ACKNOWLEDGED TO ME THAT SAID CORPORATION EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN
THIS CERTIFICATE FIRST ABOVE WRITTEN.
I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM
THE FIELD NOTES OF A 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.
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and Consulting
BOOK ____ , PAGE _______
SHEET 5 OF 6
KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY
DESCRIBED BELOW IN CANYON COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED
PROPERTY IN THIS SUBDIVISION;
A PARCEL BEING A PORTION OF THE NE1/4 OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 3 WEST, BOISE MERIDIAN, CITY OF
CALDWELL, CANYON COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 1/2" REBAR WITH CAP #6552 MARKING THE SOUTHWEST CORNER OF SAID NE1/4, FROM WHICH AN
ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NE1/4 BEARS N 0°36'39" E A DISTANCE OF
2652.22 FEET;
THENCE N 0°36'39" E ALONG THE WESTERLY BOUNDARY OF SAID NE1/4 A DISTANCE OF 1547.95 FEET TO A POINT;
THENCE LEAVING SAID WESTERLY BOUNDARY S 89°23'21" E A DISTANCE OF 77.02 FEET TO THE
POINT OF BEGINNING;
THENCE CONTINUING S 89°23'21" E A DISTANCE OF 84.06 FEET TO A POINT;
THENCE S 84°39'14" E A DISTANCE OF 41.94 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 61.80 FEET ALONG THE ARC OF A 136.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 25°56'30” AND A LONG CHORD BEARING N 82°22'31” E A DISTANCE OF 61.28 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 92.15 FEET ALONG THE ARC OF A 113.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 46°31'03” AND A LONG CHORD BEARING S 87°20'12” E A DISTANCE OF 89.64 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 60.30 FEET ALONG THE ARC OF A 136.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 25°18'41” AND A LONG CHORD BEARING S 76°44'01” E A DISTANCE OF 59.81 FEET TO A POINT OF
TANGENCY;
THENCE S 89°23'21" E A DISTANCE OF 15.98 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 8.56 FEET ALONG THE ARC OF A 100.50 FOOT RADIUS TANGENT CURVE RIGHT, SAID CURVE
HAVING A CENTRAL ANGLE OF 4°52'41” AND A LONG CHORD BEARING S 86°57'01” E A DISTANCE OF 8.55 FEET TO A POINT
OF TANGENCY;
THENCE S 84°30'40" E A DISTANCE OF 146.23 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 84.32 FEET ALONG THE ARC OF A 430.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 11°14'05” AND A LONG CHORD BEARING S 77°50'41” E A DISTANCE OF 84.18 FEET TO A POINT;
THENCE N 67°00'38" E A DISTANCE OF 2.52 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE;
THENCE A DISTANCE OF 13.36 FEET ALONG THE ARC OF A 330.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 2°19'09” AND A LONG CHORD BEARING N 22°39'53” E A DISTANCE OF 13.36 FEET TO A POINT;
THENCE S 66°41'40" E A DISTANCE OF 60.00 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE;
THENCE A DISTANCE OF 8.68 FEET ALONG THE ARC OF A 270.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE
HAVING A CENTRAL ANGLE OF 1°50'29” AND A LONG CHORD BEARING S 23°01'00” W A DISTANCE OF 8.68 FEET TO A POINT;
THENCE S 20°20'50" E A DISTANCE OF 7.21 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE;
THENCE A DISTANCE OF 143.03 FEET ALONG THE ARC OF A 430.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID
CURVE HAVING A CENTRAL ANGLE OF 19°03'28” AND A LONG CHORD BEARING S 53°48'42” E A DISTANCE OF 142.37 FEET
TO A POINT;
THENCE S 44°16'58" E A DISTANCE OF 59.77 FEET TO A POINT;
THENCE S 88°37'18" E A DISTANCE OF 7.84 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 9.52 FEET TO A POINT;
THENCE S 44°16'58" E A DISTANCE OF 60.00 FEET TO A POINT;
THENCE S 45°43'02" W A DISTANCE OF 9.81 FEET TO A POINT;
THENCE S 0°05'35" W A DISTANCE OF 7.43 FEET TO A POINT;
THENCE S 44°16'58" E A DISTANCE OF 134.56 FEET TO A POINT;
THENCE S 89°16'58" E A DISTANCE OF 7.26 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 52.36 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 125.66 FEET ALONG THE ARC OF A 80.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 90°00'00” AND A LONG CHORD BEARING S 89°16'58” E A DISTANCE OF 113.14 FEET TO A POINT OF
TANGENCY;
THENCE S 44°16'58" E A DISTANCE OF 255.34 FEET TO A POINT;
THENCE S 89°16'58" E A DISTANCE OF 7.26 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 184.25 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 112.80 FEET ALONG THE ARC OF A 459.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 14°03'56” AND A LONG CHORD BEARING N 38°41'04” E A DISTANCE OF 112.52 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 305.20 FEET ALONG THE ARC OF A 540.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 32°21'11” AND A LONG CHORD BEARING N 47°49'41” E A DISTANCE OF 301.17 FEET TO A POINT;
THENCE N 64°00'17" E A DISTANCE OF 13.87 FEET TO A POINT;
THENCE S 25°59'43" E A DISTANCE OF 81.00 FEET TO A POINT;
THENCE N 64°00'17" E A DISTANCE OF 6.95 FEET TO A POINT;
THENCE S 62°42'19" E A DISTANCE OF 2.49 FEET TO A POINT;
THENCE S 23°32'25" E A DISTANCE OF 10.71 FEET TO A POINT;
THENCE N 66°27'35" E A DISTANCE OF 84.00 FEET TO A POINT;
THENCE N 23°32'25" W A DISTANCE OF 5.32 FEET TO A POINT;
THENCE N 20°05'21" E A DISTANCE OF 7.35 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE;
THENCE A DISTANCE OF 186.96 FEET ALONG THE ARC OF A 559.50 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID
CURVE HAVING A CENTRAL ANGLE OF 19°08'43” AND A LONG CHORD BEARING N 81°53'48” E A DISTANCE OF 186.09 FEET
TO A POINT OF TANGENCY;
THENCE S 88°31'50" E A DISTANCE OF 64.92 FEET TO A THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 58.78 FEET ALONG THE ARC OF A 359.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 9°22'02” AND A LONG CHORD BEARING S 83°50'49” E A DISTANCE OF 58.71 FEET TO A POINT OF
COMPOUND CURVATURE;
THENCE A DISTANCE OF 39.10 FEET ALONG THE ARC OF A 61.50 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE
HAVING A CENTRAL ANGLE OF 36°25'33” AND A LONG CHORD BEARING S 60°57'01” E A DISTANCE OF 38.44 FEET TO A
POINT OF REVERSE CURVATURE;
THENCE A DISTANCE OF 105.14 FEET ALONG THE ARC OF A 113.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 53°04'31” AND A LONG CHORD BEARING S 69°16'31” E A DISTANCE OF 101.42 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 42.62 FEET ALONG THE ARC OF A 136.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 17°53'30” AND A LONG CHORD BEARING S 86°52'01” E A DISTANCE OF 42.45 FEET TO THE BEGINNING
OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 25.34 FEET ALONG THE ARC OF A 315.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 4°36'06” AND A LONG CHORD BEARING S 80°13'19” E A DISTANCE OF 25.33 FEET TO A POINT;
THENCE S 79°18'22" E A DISTANCE OF 76.15 FEET TO A POINT;
THENCE S 89°17'01" E A DISTANCE OF 93.27 FEET TO A POINT;
THENCE S 44°17'03" E A DISTANCE OF 23.71 FEET TO A POINT;
THENCE S 0°43'04" W A DISTANCE OF 455.59 FEET TO A POINT ON THE CENTERLINE OF THE FOREST CANAL;
THENCE ALONG SAID CENTERLINE THE FOLLOWING DESCRIBED COURSES:
THENCE N 58°31'08" W A DISTANCE OF 152.91 FEET TO A POINT;
THENCE N 73°32'18" W A DISTANCE OF 384.64 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 316.06 FEET ALONG THE ARC OF A 132.80 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING
A CENTRAL ANGLE OF 136°21'51” AND A LONG CHORD BEARING S 41°46'41” W A DISTANCE OF 246.57 FEET TO A
POINT OF TANGENCY;
THENCE S 28°35'30" E A DISTANCE OF 49.88 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 145.83 FEET ALONG THE ARC OF A 176.09 FOOT RADIUS CURVE RIGHT, SAID CURVE
HAVING A CENTRAL ANGLE OF 47°26'59” AND A LONG CHORD BEARING S 5°03'43” E A DISTANCE OF 141.70 FEET TO A
POINT OF TANGENCY;
THENCE S 16°14'15" W A DISTANCE OF 136.10 FEET TO A POINT;
THENCE S 19°49'32" W A DISTANCE OF 71.01 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 30.97 FEET ALONG THE ARC OF A 144.02 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 12°19'21” AND A LONG CHORD BEARING S 13°47'43” W A DISTANCE OF 30.91 FEET TO A POINT;
THENCE LEAVING SAID CENTERLINE N 82°46'56" W A DISTANCE OF 78.68 FEET TO A POINT;
THENCE N 49°19'36" W A DISTANCE OF 176.05 FEET TO THE BEGINNING OF A NON-TANGENTIAL CURVE;
THENCE A DISTANCE OF 8.79 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE
HAVING A CENTRAL ANGLE OF 2°57'48” AND A LONG CHORD BEARING N 39°11'30” E A DISTANCE OF 8.79 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 163.34 FEET TO A POINT;
THENCE S 0°43'02" W A DISTANCE OF 14.14 FEET TO A POINT;
THENCE S 45°43'02" W A DISTANCE OF 293.83 FEET TO A POINT;
THENCE S 63°12'17" W A DISTANCE OF 42.30 FEET TO A POINT;
THENCE N 88°34'30" W A DISTANCE OF 82.22 FEET TO A POINT;
THENCE N 61°16'30" W A DISTANCE OF 43.61 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 173.91 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 120.00 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 27.46 FEET TO A POINT;
THENCE N 89°16'58" W A DISTANCE OF 3.59 FEET TO A POINT;
THENCE S 45°43'02" W A DISTANCE OF 12.46 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 60.00 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 10.84 FEET TO A POINT;
THENCE N 0°43'02" E A DISTANCE OF 5.88 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 264.17 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 125.66 FEET ALONG THE ARC OF A 80.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 90°00'00” AND A LONG CHORD BEARING N 0°43'02” E A DISTANCE OF 113.14 FEET TO A POINT OF
TANGENCY;
THENCE N 45°43'02" E A DISTANCE OF 55.95 FEET TO A POINT;
THENCE N 0°43'02" E A DISTANCE OF 2.19 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 138.24 FEET TO A POINT;
THENCE N 88°29'01" W A DISTANCE OF 7.27 FEET TO A POINT;
THENCE S 45°43'02" W A DISTANCE OF 9.93 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 60.00 FEET TO A POINT;
THENCE N 45°43'02" E A DISTANCE OF 9.93 FEET TO A POINT;
THENCE N 0°05'03" W A DISTANCE OF 7.27 FEET TO A POINT;
THENCE N 44°16'58" W A DISTANCE OF 60.17 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 246.95 FEET ALONG THE ARC OF A 370.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 38°14'28” AND A LONG CHORD BEARING N 63°24'12” W A DISTANCE OF 242.39 FEET TO A POINT;
THENCE S 87°37'00" W A DISTANCE OF 150.23 FEET TO A POINT;
THENCE N 89°23'21" W A DISTANCE OF 20.03 FEET TO THE BEGINNING OF A TANGENTIAL CURVE;
THENCE A DISTANCE OF 60.30 FEET ALONG THE ARC OF A 136.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 25°18'41” AND A LONG CHORD BEARING S 77°57'18” W A DISTANCE OF 59.81 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 100.28 FEET ALONG THE ARC OF A 113.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 50°37'23” AND A LONG CHORD BEARING N 89°23'21” W A DISTANCE OF 97.05 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE A DISTANCE OF 60.30 FEET ALONG THE ARC OF A 136.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A
CENTRAL ANGLE OF 25°18'41” AND A LONG CHORD BEARING N 76°44'01” W A DISTANCE OF 59.81 FEET TO A POINT OF
TANGENCY;
THENCE N 89°23'21" W A DISTANCE OF 112.97 FEET TO A POINT;
THENCE S 45°36'39" W A DISTANCE OF 10.87 FEET TO A POINT;
THENCE N 0°36'39" E A DISTANCE OF 99.69 FEET TO THE POINT OF BEGINNING.
THIS PARCEL CONTAINS 22.14 ACRES, MORE OR LESS.
ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF CALDWELL. THE
CITY OF CALDWELL HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION.
THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. THE PRIVATE STREETS AS
SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. THE PUBLIC UTILITY, IRRIGATION AND DRAINAGE
EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE
EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE
DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN
THE LIMITS OF SAID EASEMENTS.
THE OWNERS HEREBY CERTIFY THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, PER SECTION
67-6537, IDAHO CODE, AND THAT THEY ARE IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE.
IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS ____ DAY OF _________________________ , 20___.
TOLL WEST INC
____________________________________________________________
BY RYAN HAMMONS, DIVISION PRESIDENT
REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
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, orcontractor 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 ifinconsistencies 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
(208) 288-2040 fax (208) 288-2557
MERIDIAN, ID 83642
231 E. 5TH ST.
www.landsolutions.biz
Land Surveying and Consulting
CLINTON W. HANSEN
PLS 11118
SHEET 6 OF 6
BOOK ____ , PAGE _______
CERTIFICATE OF THE COUNTY TREASURER
CERTIFICATE OF THE COUNTY SURVEYOR
CANYON COUNTY SURVEYOR
DATE: ______________________ ______________________________________________
COUNTY TREASURER
APPROVAL OF CITY COUNCIL
CITY CLERK
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF CALDWELL, CANYON COUNTY, IDAHO,
HEREBY APPROVE THIS PLAT.
CITY ENGINEER ~ CALDWELL, IDAHO
APPROVAL OF THE CITY ENGINEER
HEALTH CERTIFICATE
DISTRICT HEALTH DEPARTMENT,REHS DATE
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
____________ , 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED.
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR CANYON COUNTY, IDAHO, HEREBY CERTIFY
THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING
TO PLATS AND SURVEYS.
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 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.
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED BY A QUALIFIED
LICENSED PROFESSIONAL ENGINEER (QLPE) REPRESENTING THE CITY OF CALDWELL AND THE QLPE 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 CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR
SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.
REGENCY AT VERBENA RANCH SUBDIVISION NO. 1
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, orcontractor 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 ifinconsistencies 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