20251216Staff Comments.pdf

RECEIVED
December 16, 2025
JEFFREY R. LOLL IDAHO PUBLIC
DEPUTY ATTORNEY GENERAL UTILITIES COMMISSION
IDAHO PUBLIC UTILITIES COMMISSION
PO BOX 83720
BOISE, IDAHO 83702
[phone]
IDAHO BAR NO. 11675
Attorney for the Commission Staff
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF INVESTIGATION )
INTO RIVERVINE WATER& SEWER, LLC, ) CASE NO. RWS-W-25-01
OWNER OF A WATER SUPPLY AND )
DISTRIBUTION SYSTEM )
COMMENTS OF THE
COMMISSION STAFF
COMMISSION STAFF ("STAFF") OF the Idaho Public Utilities Commission
("Commission"), by and through its attorney of record, Jeffrey R. Loll, Deputy Attorney
General, submits the following comments.
BACKGROUND
In Order No. 36701, the Commission directed Staff to investigate whether Rivervine
Water& Sewer, LLC ("Company") is operating as a public utility and if any steps should be
taken by the Company to comply with Idaho law.
The Commission also directed the Company to respond to discovery questions and
inquiries made by Staff and notified the Company that Staff would make a recommendation to
the Commission regarding the Company's status, the necessity of a Certificate of Public
Convivence and Necessity("CPCN"), and any further recommendations regarding the adequacy
of service and rate setting.
STAFF COMMENTS 1 DECEMBER 16, 2025

STAFF ANALYSIS
Staff reviewed the Company's documents provided in response to Staff Production
Requests and other sources.' Based on its review, Staff recommends the Commission(1) find
that the Company is a water corporation operating as a public utility in Idaho; and(2) issue the
Company a CPCN. Further, Staff recommends that the Commission set rates at the Company's
currently charged rates as submitted in the Company's response to Staff Production Request No.
5, and to order the Company to submit a compliance filing that includes a proper tariff and other
necessary documents.2 Lastly, Staff recommends the Commission open a separate docket for
Staff to review the Company's water rates and the reliability of its water system.
Staff believes the Company is a public utility as defined by Idaho Code § 61-129(1). A
public utility is an entity that is dedicated to serving the general public in its service area. The
term public utility is defined to include water corporations. A water corporation according to
Idaho Code §61-125, includes every corporation"owning, controlling, operating, or managing a
water system for compensation" in Idaho. Idaho Code § 61-125.
Exceptions for corporations that do not qualify as a public utility include municipal
corporations, mutual nonprofits, cooperatives, or any other public utility that operates for service
at cost and not for profit. Idaho Code § 61-104. The Company is not on record with the
Secretary of State as a non-profit organization, is not operating for service at cost, and is not a
mutual nonprofit, municipal corporation, or a cooperative. Therefore, the Company is not
operating as any of the exceptions and should be regulated.
Additionally, Staff used the following list of non-exclusive criteria that can be used for a
final determination in this case:
1. Is the Company a non-profit organization or a co-op?
2. Does the Company operate for the service of the customers and not for
compensation?
3. Is the Company owned by its customers?
4. Do the customers have control or input into establishing the rates charged by the
Company?
' Other sources include the Secretary of State website,DEQ website,etc.
2 Newly regulated water corporations should submit the following documents upon issuance of a Final Order: a
notice to customers regarding regulation,a tariff,billing statement,an initial disconnection notice,a final
disconnection notice,notice of procedure for reconnection,and a summary of rules.
STAFF COMMENTS 2 DECEMBER 16, 2025

5. Do the customers have control or input into the operations and capital expenditures of
the Company?
The Company is a corporation organized in the State of Idaho. The customers do not
own the water system; therefore, have no say on the operations and control of rates for water
service. Since customers cannot control the operations of the Company, Staff believes the
Company is a public utility operating and managing the water system for compensation.
Staff reviewed two potential statutory exceptions that could have applied to the
Company. First, while the customers are part of a homeowners association("HOA"), the HOA
does not own or operate the water system. An HOA-owned water system that operates for
service at cost and not for profit may be exempt from regulation. This exemption does not apply.
Second, the Company service area is located less than one mile from the Star Sewer and Water
District. Water districts formed under Idaho Code Title 42 are generally exempt from
Commission regulation,but the Company is not a water district and is not owned or operated by
one. Therefore, the Company should be regulated.
In making its recommendation, Staff reviewed prior Commission cases. In Case No.
MUR-W-14-01, Murray Water became a non-profit association of water users, where every
customer became a member of the association. In Case No. CCH-W-15-01, Country Club Hills
became a water and sewer district, where the directors were voted in by the customers in the
district. In Case No. PKS-W-15-01, Packsaddle Estates was converted to a non-profit, and the
Commission ruled in Order No. 33603 against further regulation because the Company"has
customers who are members of the Company, with each customer having one vote." Order No.
33603 at 6. In Case No. GNR-U-22-03, Sunnyside Park Utilities transitioned into a non-profit
corporation of water users, and the Commission ruled in Order No. 35737 that the Company is
"not subject to the Commission's regulatory authority because it is organized and operated for
service at cost and not for profit." Order No. 35737 at 7. In each of these cases, the Commission
either cancelled or declined to issue a CPCN; however, the Company does not meet the
exceptions and should be a regulated utility.
STAFF COMMENTS 3 DECEMBER 16, 2025

Legal Description of Certificated Area
Staff verified the Company's legal description of the proposed certificated area provided
in the Company's Response to Staff s Production Request No. 1 and Staff believes the
information is accurate. The Company serves water to Rivervine Subdivision Nos. 1 and 2 and
these property records are defined by the Ada County Recorder's Office in Idaho ("Ada
County").3 The legal description of the Company's certificated area and the service area map are
provided in Attachment Nos. A and B to Staff Comments. The official property records for
Rivervine Subdivision Nos. 1 and 2,provided by Ada County, are also included in Attachment
Nos. C and D, respectively.
STAFF RECOMMENDATION
Staff recommends the Commission find that the Company is a public utility under its
regulatory jurisdiction pursuant to Idaho Code Title 61 and issue the Company a CPCN.
Staff recommends the Commission designates the service area within the CPCN to
include (1) the legal descriptions provided in Attachment A, and(2)the service area map
included as Attachment B.
Additionally, Staff recommends the Commission set rates at the Company's currently
charged rates as submitted in response to Staff Production Request No. 5, and to order the
Company to submit a compliance filing that includes: a tariff, a notice to customers regarding
regulation, a billing statement, an initial disconnection notice, a final disconnection notice, a
notice of procedure for reconnection, and a summary of rules.
Lastly, Staff recommends the Commission open a separate docket for Staff to evaluate
whether the Company's rates are fair,just, and reasonable, and to perform a reliability analysis
of its water system.
3 Rivervine Subdivision No. 1 (Instrument No.: 104150505,Book: 90,Pg: 10538 - 10540)and
Rivervine Subdivision No.2(Instrument No.: 106013819,Bok: 94,Pg: 11466- 11467).
STAFF COMMENTS 4 DECEMBER 16, 2025

Respectfully submitted this 16th day of December 2025.
Jeffrey R_ Loll
Deputy Attorney- General
Technical Staff: Joe Terry, Shubhra Deb Paul
I:\Utility\UMISC\COMMENTS\RWS-W-25-01 Comments.doex
STAFF COMMENTS 5 DECEMBER 16, 2025

Attachment A
Legal Description of Certificated Area
Legal Description—Rivervine Subdivision No. 1
A parcel of land located in the East 1/2 of Section 15, Township 4 North, Range 1 West of the
Boise Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Northwest Corner of the Northeast 1/4 of Section 15, Township 3 North,
Range 1, West of the Boise Meridian,Ada County, Idaho; thence South 00°50'21"West a
distance of 1026.31 feet along the Westerly boundary of said Northeast 1/4 of Section 15 to a
point on the Southerly right-of-way line of Moon Valley Road, said point being the TRUE
POINT OF BEGINNING;
Thence South 89°06'10" East a distance of 694.05 feet to a point of curvature;
Thence 23.80 feet along the ore of a 15.00 foot radius curve to the left (through a central angle of
90°53'55", the chord which bears South 45"26'53"West a distance of 21.38 feet; thence South
00°00'05" East a distance of 34.45 feet to a point of curvature; thence 88.70 feet along the arc of
a 87.97 foot radius curve to the right(through a central angle of 57°46'14", the chord which
bears South 28°53'02"West a distance of 84.99 feet) to a point of reverse curvature;
Thence 38.28 feet along the arc of a 37.97 foot radius curve to the left(through a central angle of
57°46'09", the chord which bears South 28°53'04"West a distance of 36.68 feet) to a point of
compound curvature;
Thence 76.62 feet along the arc a 223.81 foot radius curve to the left, (through a central angle of
19°36'50", the chord which bears South 09°48'25" East a distance of 76.24 feet) to a point of
reverse curvature;
Thence 91.62 feet along the arc of a 273.81 foot radius curve to the right(through a central angle
of 19°10'17", the chord which bears South 10'01'42" East a distance of 91.19 feet)to a point of
compound curvature; thence 124.71 feet along the arc of a 197.02 foot radius curve to the right
(through a central angle of 36°16'06", the chord which bears South 17°41'30"West a distance of
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

122.64 feet)to a point of reverse curvature; thence 99.20 feet along the are of a 146.88 foot
radius curve to the left(through a central angle of 38°41'47", the chord which bears South
16°28'40"West a distance of 97.32 feet) to a point of compound curvature;
Thence 113.32 feet along a 123.92 foot radius curve to the left(through a central angle of
52°23'33", the chord which bears South 29°04'01"East a distance of 109.41 feet)to a point of
reverse curvature;
Thence 421.38' along the are of a 274.09 foot radius curve to the right(through a central angle of
88°05'07", the chord which bears South 11'13'14"East a distance of 381.08 feet)to a point of
reverse curvature; thence 147.47 feet along the arc of a 124.21 foot radius curve to the left
(through a central angle of 68°01'24", the chord which bears South O1°11'22"East a distance of
138.96 feet)to a point of curvature;
Thence 184.07 feet along the arc of a 799.39 foot radius curve to the left(through a central angle
of 1391'35", the chord which bears South 41°47'52" East a distance of 183.66 feet)to a point
of curvature;
Thence 49.66 feet along the arc of a 1349.15 foot radius curve to the left(through a central angle
of 02°06'32", the chord which bears South 47°20'23" East a distance of 49.66 feet)to a point of
curvature; thence 38.25 feet along the are of a 50.63 foot radius curve to the left (through a
central angle of 43°17'27", the chord of which bears South 67°55'51"East distance of 37.35
feet)to a point of tangency;
Thence South 89°20'45"East a distance of 154.93 feet to a point of curvature;
Thence 153.48 feet along the ore of a 50.00 foot radius curve to the right(through a central angle
of 175°52'22", the chord which bears South 01°32'37"East a distance of 99.94 feet)to a point
of non-tangency;
Thence South 00°00'00"West a distance of 90.85 feet;
Thence South 89°21'00"East a distance of 233.11 feet to a point on the West line of the SE 1/4,
of the NE 1/4 of said Section 15;
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

Thence along the said West line, South 00°39'00"West a distance of 101.56 feet to a point
marking the NW corner of the NE 1/4 of the SE 1/4 of said Section 15;
Thence along the West line of said NE 1/4 of the SE 1/4, South 00°52'32"West a distance of
643.70 feet to a point on the Government meander line of the right bank of the Boise River;
thence South 73°54'57"West along the said meander line a distance of 127.12 feet to a point on
the North bank of the Boise River;
Thence along said North bank the following courses: thence North 60°14'54"West a distance of
71.96 feet; thence North 41°00'00"West a distance of 225.00 feet; thence North 30°19'55"West
a distance of 358.62 feet;
Thence North 44°03'05"West a distance of 299.42 feet;
Thence North 48°57'06"West a distance of 99.61 feet;
T=Thence North 53°23'49"West a distance of 156.44 feet;
Thence North 55°41'36"West a distance of 70.40 feet;
Thence North 74°26'25"West a distance of 135.37 feet;
Thence deporting said North bank,North 75°32'38"West a distance of 30.26 feet;
Thence North 77°16'48"West a distance of 69.96 feet;
Thence South 88°50'18"West a distance of 27.83 feet;
thence South 46°43'45"West a distance of 63.51;
Thence North 00°15'13" East a distance of 345.73 feet;
Thence South 57°20'49"West a distance of 25.75 feet to a point on the longitudinal centerline of
said Section 15;
Thence along the said longitudinal center line North 00°50'21"East a distance of 1034.95 feet to
the TRUE POINT OF BEGINNING;
Containing 32.45 acres, more or less.
Legal Description—Rivervine Subdivision No. 2
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

A parcel of land located in the Northeast quarter of section 15, township 4 North, range 1 West of
the Boise meridian,Ada county, Idaho, being more particularly described as follows:
Commencing at a brass cap marking the Northwest corner of the said Northeast quarter of
section 15, township 4 North, range 1,West of the Boise meridian from which the Northeast
corner of said section 15, marked by a brass cap, bears North 89°08'34"West a distance of
2624.57
Thence from said Northwest corner North 89°08'34"West along the North line of said section 15
a distance of 1312.29 feet;
Thence leaving said North line of section 15, South 00°39'00"West a distance of 978.17 feet to a
5/8" iron pin, marking a point on the South right-of-way line of W. Moon Valley Road, also
marking the real point of beginning;
Thence along a curve to the right, having radius of 1880.82 feet and arc distance of 429.46 feet
through a central angle of 13°04'58", the long chord of which bears South 84°21'21"West
428.53 feet to a 5/8"iron pin;
Thence continuing along said South right-of-way line North 89°06'10"West a distance of 195.68
feet to the beginning of a curve to the left, having a radius of 15.00 feet;
Thence leaving said right-of-way line 23.80 feet along the are of said curve to the left through a
central angle of 90°53'55", the long chord of which bears South 45°26'53"West a distance of
21.38 feet;
Thence South 00°00'55"East a distance of 34.45 feet to the beginning of a curve to the right,
having a radius of 87.97 feet; thence 88.70 feet along the are of said curve through a central
angle of 57°46'14", the chord of which bears South 28°53'02"West a distance of 84.99 feet to a
point of reverse curva turf marking the beginning of a curve to the left, having a radius of 37.97
feet; thence 38.28 feet along the are of said curve, through a central angle of 57°46'09", the
chord of which bears South 28°53'04"West a distance of 36.68 feet to the point of compound
curvature marking the beginning of a curve to the left having a radius of 223.81 feet;
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

Thence 76.92 feet along the arc of said curve through a central angle of 19°36'50", the chord of
which bears South 09°48'25"East a distance of 76.24 feet to the point of a reverse curvature,
marking the beginning of a curve to the right having a radius of 273.81 feet;
Thence 91.62 feet along the arc of said curve through a central angle of 19°10'17", the chord of
which bears South 10'01'42" East a distance of 91.19 feet to the point of compound curvature,
marking the beginning of a curve to the right having a radius of 197.02 feet;
Thence 124.71 feet along the arc of said curve through a central angle of 36°16'06", the chord of
which bears South 17°41'30"West a distance of 122.64 feet to a point of reverse curvature,
marking the beginning of a curve to the left having a radius 146.88 feet; thence 99.20 feet along
the arc of said curve through a central angle of 38°41'47", the chord of which bears South
16°28'40"West a distance of 97.32 feet to the point of compound curvature , marking the
beginning of a curve to the left having a radius of 123.92 feet; thence 113.31 feet along the arc of
said curve through a central angle of 52°23'34", the chord of which bears South 29°04'01"East
a distance of 109.41 feet to a point of reverse curva turf, marking the beginning of a curve to the
right, having a radius of 274.09 feet;
Thence 421.37 feet along the arc of said curve through a central angle of 88°05'07", the chord of
which bears South 11°13'14"East a distance of 381.08 feet to a point of reverse curvature,
marking the beginning of a curve to the left, having a radius of 124.21 feet;
Thence 147.47 feet along the arc of said curve through a central angle of 68°01'24", the chord of
which bears South O1°11'22"East a distance of 138.96 feet to the point of compound curvature,
marking the beginning of a curve to the left, having a radius of 799.39 feet;
Thence 184.07 feet along the arc of said curve through central angle of 1391'35", the chord of
which bears South 41°47'52"East a distance of 183.66 feet to a point of compound curvature,
marking the beginning of a curve to the left, having a radius of 1349.15;
Thence 49.66 feet along the arc of said curve through a central angle of 02°06'32", the chord of
which bears South 47°20'23"East a distance of 49.66 feet to the point of compound curvature,
marking the beginning of a curve to the left, having a radius of 50.63 feet;
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

Thence 38.25 feet along the arc of said curve through a central angle of 43°17'27", the chord of
which bears South 67°55'51"East a distance of 37.35 feet to a point of tangency; thence South
89°20'45" East a distance of 154.93 feet to a point of curvature, marking the beginning of a
curve to the right, having a radius of 50.00 feet;
Thence 153.48 feet along the arc of said curve through a central angle of 175°52'22", the chord
of which bears South 01°32'37" East a distance of 99.94;
Thence 00°00'00"West a distance of 90.85 feet;
Thence South 89°21'00" East a distance of 233.11 feet;
Thence North 0099'00" East a distance of 1558.37 feet to the POINT OF BEGINNING.
Said parcel contains 19.90 acres, more or less.
Attachment A
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

Attachment B
Service Area Map
Moon Palley Rd
Legend
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Attachment C
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

o C S 39
LEGEND
CURVE TABLE RIVERVINE SUBDIVISIONNO . 1CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BRG o FOUND REBAR ( AS NOTED)
C1 23.80 15.00 9053'S5" 15.24 21.38 S4526S3"W 11 14 • SET 5/8""REBAR W/ PLASTIC CAP MARKED
C2 88.70 87.97 57'46'14" 48.53 84.99 52853'02"W "LS 7314
10 15 �
C31 38.28 37.97 57.46'09" 20.95 36.68 S2853'04"w LOCATED IN THE EAST 112 OF SECTION 15, CALCULATED POINT NO PIN SET
C4 76.62 223.81 19 36'50" 38.69 76.24 S094825"E BRASS CAP BRASS CAP
C5 91.62 273.81 19•10'17" 46.24 91.19 S1001'42"E C.P.& F.R. 8114692 TOWNSHIP 4 NORTH, RANGE 1 WEST, OF THE BOISE MERIDIAN
C6 124.71 197.02 36'16'06" 64.53 122.64 S17'41'30"W (SEE R.O.S. 0706) ADA COUNTY, IDAHO Oj LOT NUMBER
C7 99.20 146.88 38'41'47" 51.57 97.32 S1628'40"W 2004 (XX00'00") RECORD INFORMATION
C81 113.32 123.92 522333" 60.97 109.41 S29'04'01"E N R.O.S. �E5840 - - - - CENTER LINE
C9 421.38 274.09 88'05'07" 265.08 381.08 S11'13'14'E I04 - - - - SUBDIVISION BOUNDARY
C10 147.47 124.21 68'01'24" 83.82 138.96 S01'11'22E UNPLA T IED LOT LINE
C11 184.07 799.39 13'11'35" 92.44 183.66 S41'4752 E •-
C12 49.66 1349.15 2'0632" 24.83 49.66 54720'23'E '
-- - - - - - - - - - - - - - EASEMENT LINE
50.63 43'1727" 20.09 37.35 S67'55'51"E S003 SECTIONAL LINE
9'00"W i•- 50039'00"W 1659.94'
C14 153.48 50.00 175 5222" 1387.60 99.94 S013237'E 978.42'
C15 73.89 50.00 84'40'02" 45.55 67.34 S51*1625 E -f 821.98'
C16 14.03 10.00 80 2434" 8.45 12.91 N49'08'41"W
C17 75.34 100.63 42 53'49" 39.53 73.59 S67'44'02"E Q
C18 47.82 1299.15 20632" 23.91 47.81 N4720'23"W 25' 25 co
(n
C19 195.58 849.39 HEALTH CERTIFICATE
13'11'35" 98.23 195.15 S41 4752"E w 0) 0 I
C21 344.50 173.92 88'05'07" 216.72 311.57 N11'13'14"W \`D SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, T17LE 50, CHAPTER 13 HAVE NOT BEEN h
C22 159.03 173.92 52'23'34" 85.56 153.55 S29 04'01 E I vi SATISFIED AND ARE IN FORCE FOR THE FOLLOWING L015: o ui W
C23 132.97 196.88 38.41'47" 69.13 130.45 S1628'40"W -' JCSo GRAPHIC SCALE
C24 93.06 147.02 36'16'06" 48.15 91.52 N17'41'30"E BLOCK 1, LOTS 1-17
C25 74.89 223.81 19'10'17" 37.80 74.54 N10'01'42"W NO OWNER SHALL CONSTRUCT ANY BUILDING, DWELLING OR SHELTER WHICH NECESSITATES THE goo o so goo Zoo aoo
C26 128.03 273.81 26 4725" 65.21 126.86 S06'13'08E SUPPLYING OF WATER OR SEWAGE FACILITIES FOR PERSONS USING SUCH PREMISES UN77L SANITARY
C27 66.66 87.97 432455" 35.02 65.07 S28 53'02"W RESTRICTION REQUIREMENTS ARE SATISFIED AND LIFTED. Z
C281 17.40 19.70 5035'34" 9.31 16.84 N25'17'42'E , Q ( IN FEET )
C29 23.33 15.00 89 06'06" 14.77 21.05 N4433'07"W I f� V 1 inch = ft.
C30 51.57 53.97 54'4454" 27.94 49.63 N27'2223"E gk400.emm!�'_ g'fwr
C31 56.43 62.97 512031" 30.27 54.56 S2904'34"W DISTRICT HEALTH DEPARIME EHS DATE W
C32 99.96 24&81 23'01'09" 50.66 99.29 S08'06'16'E Z obi
C33 83.25 248.81 19*10'17" 42.02 82.87 N10'01'42"W I a
to
C34 108.89 172.02 36'16'06" 56.34 107.08 N17'41'30"E ,
C35 116.08 171.88 38'41'47" 60.35 113.89 S1628'40"W >- I =W)
C36 136.17 148.92 52 23'34" 73.26 131.48 a U
S29'04'Ol'E a I �W
C37 382.94 249.09 88'05'07" 240.90 346.33 N1113'14"W = I c�i Q =r�v�
C39 189.83 824.39 1311'35" 95.34 189.41 S41*4752"E U O -
:W Dao�
X Cn Z p o, . o
C40 48.74 1324.15 2'06'32" 24.37 48.73 N47'20'23"W �Z (n o ►� R>O.S. , 3216 00
C41 57.09 75.63 43'1456" 29.98 55.74 S67'5435 E m 3 m 3 a N
C42 66.24 7725 49 07'35" 35.31 64.23 N6626'17"W o:
o\
C43 3768 50.00 43'10'55" 19.79 36.80 S72'00'59E (n I V
q� N
of
C44 36.20 50.00 4129'08" 18.94 35.42 S29'40'58"E
G�
C45 33.93 174.21 11'0934" 17.02 33.88 52937'17'E D�C46 15.02 174.21 4 56'21" 7.51 15.01 S2134'19"E ^ I I Qy
C47 15.02 174.21 456'20" 7.51 15.01 S1637'59"E /
C48 142.86 174.21 46 59'O8" 75.72 138.90 S09'19'45"W M I Q R.O.S. 13216
C49 135.27 149.21 515626" 72.68 130.68 S06 51'06"W uj op o vi �V�.110
C50 41.88 149.21 16'04'57" 21.08 41.75 S27'09'35"E I rnI°' LU o{ G1oe /
C51 60.66 75.00 4620'34" 32.10 59.02 S85 50'OS'E N I �r 9
C52 378.49 1113.35 19 28'40" 191.09 376.67 N74*13'20"W I N W ��� 0q W -__
C53 120.r8 10".35 b'Is'id' 6015 120.f2 N84'S6'¢8"w O 0) _� G�. `5 C3T
O
C54 48.75 60.00 463325" 25.81 47.42 S85'43'43"E Z � I N I ~ �� / C21 C100,
C55 383.84 1128.35 192926" 193.79 381.99 N74'12'57"w n L3 - /
C56 49.58 35.00 81'09'57" 29.98 45.54 S4653'05"E m L+? / C49
C57 231.13 50.00 264 51'02" 54.71 73.82 S41'16'22"W 03I
C58 93.44 115.49 46 21'20" 49.44 90.911 N6330'27"W () P Q 1 L 1 0 C5 C6 / �4 C20 G 9
C59 244.13 1098.35 12°44'66" 122.57 243.65 lY75Z6'40"IU I I O e� ,O'er C33 C3 / �� S - _ - �
C60 90.29 1098.35 4'42'35" 45.17 90.26 N66'43'11"W ( Z 00 fY J L2 C11 t �� ¢ (V '` c�i / ��0�O�
C61 70.12 90.00 443832" 36.95 68.36 S86'41'10"E m �, 99 -� c C32 5 C24 C� G� / (,� V^
C62 454.60 1098.29 23'4256" 230.60 451.36 N76'1326"W �. N W C N ? - 56 W v "� ") CO /
I O J C26 r Gi (v C.3 �i
C63 149.34 1098.35 7*47'26" 74.79 149.23 N60 28'11"W --1 - _ �/ ,L / O
I `=�; - - - - ti W /
C64 152.98 1098.35 758'50" 76.62 152.86 N5235'15"W j I I C?3 G ,/ �� ¢p /
C65 38.83 1098.35 2'01'33" 19.42 38.83 S45 02'27"E
C66 87.84 50.00 10039'32" 60.29 76.97 S40'4922'E -„o �G o o:�_ /
C67 143.28 50.00 164'11'29" 360.13 99.05 N8823'51"W I I O I Pit Q A\G ^0 V�oo BLOCK 1
C68 195.99 898.35 12 2959" 98.38 195.60 N62'4929"W I I N h `� Q = / / ry /
C69 195.99 898.35 123 z 0'00" 98.38 195.60 N50'19'20"W I Q 4- /
C70 73.43 876.51 4'4759" 36.74 73.41 N41'40'10"W I I �'4i o DETAIL _j /� S2ps • <c/ /
C71 132.46 876.51 839'31" 66.36 132.33 N345625"W Q
p
C72 23.11 30.00 44 OS'03" 12.16 22.54 N22 04'01"E I o LOT 1, BLOCK 2
C73 144.03 90.00 91'41'28" 92.70 129.14 SO 1 42'41"E I I o L4 / �l
C74 33.20 40.00 473325" 1762 32.26 N2346'43"W I I p �0 S00'00'05"E � � o t
C75 429.46 1880.82 13'04'58" 215.67 428.53 N8421'21'E 14:1 I J
C76 43.62 49.47 23.24 42.22 N25'15'41"E O
C77 14.14 4.50 9.00 N89 5955'E N00 00'05"W
C78 51.56 58.47 5031'29" 27.59 49.91 S25'15'41"W I I o z C79 ;� 1 /
C79 14.14 4.50 180'00'00" NIA 9.00 N39 2835"W 00 Co O
N (06
C80 205.89 876.51 1377'31" 103.42 205.41 S37'20'25"E
I I N R.O.S. #13216
o� I O1
LINE TABLE
N0642;33"E_, _ l
LINE LENGTH BEARING • \�NPL Lq/yD N I i -191.07'- - - J
Li 50.22 S0000'04'E may`'
d�p TF\S0T F�F R.O.S. ' 216
G�
V
vI
L2 36.11 S00'00'05'E
L3 34.45 S00'00'05'E
L4 o 7314 °6 2L5 49.24 S89 0610E G 01L6 6265 S70593 "W
l
O4
/
L 7 38.27 N 70 5935 E c�
L8 38.28 S70 59'35"w H N. ANC I p Q a l `sue �/ AIIde son Survey Group ,,
L9 53.39 N5604'24"w I I TRUE POINT OF BEGINNING ?Q -) - 6 p
FD.5/8"REBAR 'O 0? G6
25' 25 b FD.5/8"REBAR �' r- Land Surveying Services
OCAP 7794LN .. L.S. 6901 WITH 5/8" REBAR „S PALMER LN. SET CAP LS 5901" REPLACED I N6'rW59 W 357 llatertower Ln., Suite F
S0050'21"W - - - - - - - - - ----- - - -- R9/.y3 _
- - - - Meridian, Idaho 83642
637.30 - - -- -- -- - _ _ FD.1/2"REBAR � �
10 15 1026.31' - - - - - - - - - - _-- - ---354.13 -- - - - - �- 43.52 [phone]
NORTH 1/4 N00 5021"E 1034.95'
SECTION 15 LONGITUDINAL CENTERLINE OF SECTION 15 S57'20'49"W
BRASS CAP - - - - - - - - - _ 25.75'
C.P.& F.R. 8504614 FD.S/8"REBAR FOUND 1
01237SD1.DWG 11116104 (SEE R.O.S. 0706) L.S. ssol UNPLA TTED R.O.S. #2ss1 /2' REBAR SHEET 1 OF 3
R.O.S. 2135 REPLACED WI7N 5/8" REBAR

� o P d53�1
RIVERVINE SUBDIVISION NO . 1
LOCATED IN THE EAST 112 OF SECTION 15,
GRAPHIC SCALE TOWNSHIP 4 NORTH, RANGE 1 WEST, OF THE BOISE MERIDIAN
100 0 50 100 200 400 ADA COUNTY, IDAHO
2004 NOTES
0 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO
IN FEET 14 < AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE,
C.P.& F.R. 99121619 A PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
1 inch = 100 ft. 15 (SEE R.O.S. 0706) Z NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
W Z YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED,
o THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM
R.O.S. #5840 N OSPREY ESTATES IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
UNPLATTED ' CE 1/16 P.B. 58, PG. 5517
'? Z 2. ANY RESUBDIWSION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT
1659.94' S0039'00"W S00 52'32"IN R.O.S. 216 AT THE TIME OF RESUBDIWSION.
-- __ _ _ # 3 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE
__ __ 643.70' u I T N
101.56' - -174.14' - - -- -- -- -- --
F- - - - - 275.69' -- - - - 7 - - - - 193.87'- -- 104.14' WITH THE APPLICABLE ZONING REGULATIONS OF ADA COUNTY AT THE TIME OF ISSUANCE OF 1NE
/ 3 BUILDING PERMIT.
w 2`O/ 4. ALL STRUCTURES AND FENCES SHALL HAVE A SETBACK OF ONE HUNDRED FEET (100') FROM THE
co 1p ,h� FLOOD WAY BOUNDARY
W I z I ° w ./
w o z° = I � N 5. INDIVIDUAL LOT OWNERS SHALL CONNECT TO A MUNICIPAL SEWAGE COLLEC71ON AND TREATMENT
' ¢ FACILITY WHEN REASONABLY AVAILABLE. PER SECTION 8-lA-1 OF THE ADA COUNTY CODE.
,.04ILn
N o Q �, i j z // \ REASONABLY AVAILABLE SHALL MEAN WHEN A MUNICIPAL WASTEWATER COLLECTION AND TREATMENT
_ o -� wo oc
w o SYSTEM IS WITHIN THREE HUNDRED FEET (300') OF ANY PROPERTY LINE OF THE SUBJECT PROPERTY.
-o _
w w W 15 o `D p��O y�� \ 6. S. HIDDEN CREEK LANE IS A COMMON INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF THE LOT
C14 o U w OPEN o ' / �p0 OWNERS AND A UTILITY EASEMENT, TO BE MAINTAINED BY THE RIVERVINE HOMEOWNERS
m Q SPACE o I / \ ASSOCIATION.
R.O.S. 13216 o w � w o, /
S00°00 00 W I I z
90.85' I Z o �,'_ / 17 Z LOTS 1, 4, 5, 8, 11, 14, 15 AND 17, BLOCK 1 ARE DEDICATED AS OPEN SPACE, DEED
- - - 2 3 j _T / OPEN hQQ ,,� RESTRICTED LOTS, TO BE MAINTAINED BY THE RIVERVINE HOMEOWNERS ASSOCIATION.
_ \'
�i G1� N00'00'00"E 01> �t /G�4 I /y SPACE / �.�' °��� 8. LOTS 9 AND 12, BLOCK 1, ARE NON-RESIDENTIAL, COMMON LOTS, TO BE MAINTAINED BY THE
113.62'_N00 05 59 E- I / �6Q 9 RIVERVINE HOMEOWNERS ASSOCIATION.
Wl 171.83'- - - �is� 'OQ 9. LOT 1, BLOCK 2 IS A COMMON LOT TO BE MAINTAINED BY THE RIVERVNE HOMEOWNERS
s' QQ ASSOCIA TION.
IC
OI o i�o I \ �73 o 10. A STATUTORY EASEMENT FOR INGRESS, EGRESS, OPERATIONS, MAINTENANCE, CLEANING AND
N c j cc)Sv cd 3 0 0 llr
REPAIR PURPOSES IN FAVOR OF PIONEER DITCH CO., LTD, THE CENTERLINE OF WHICH IS SHOWN
c�i� z I N o o W Ln HEREON.
I I 10 o o �r
m w n Z o w / , 11. THE OWNERS SHALL COMPLY WITH SECTION 31-3805 OF THE IDAHO CODE PERTAINING TO
V coN 13 ^, Z o c�0/ fp2 IRRIGATION WATER.
o� � sp1. �5$'
12. ALL RESIDENTIAL STRUCTURES WILL BE PROVIDED WITH FIRE WATER SERVICES FOR SPRINKLER
�• �'� SYSTEMS IN ACCORDANCE WITH STAR FIRE DEPARTMENT STANDARDS.
4P� Gkp �
�� I SS o�' oo; Q�g 13. THIS SUBDIVISION IS SUBJECT TO THE BOISE RIVER GREENWAY OVERLAY DISTRICT STANDARDS.
�N
oo_ 112 14. LOT 2, BLOCK 1 (W. PLANTERRA LN.), IS A PRIVATE ROAD FOR THE BENEFIT OF THE LOT
� /o� �1/ / oo, 5 OWNERS AND A UTILITY EASEMENT TO BE MAINTAINED BY THE RIVERWNE HOMEOWNERS ASSOCIATION.
10,
G
OPEN
SPACE �� o LEGEND
WD
� C49
C48_ �O / 20 Hsu / G�� .� /•Qh \ o FOUND REBAR ( AS NOTED)
Dc�` • SET 5/8" REBAR W/ PLASTIC CAP MARKED
d _ _ ��^> / 11 p� \\\/// "LS 7314"
0 CALCULATED POINT NO PIN SET
`" c' v �i`o � � �z O `i OPEN 6�.
(v '-w o / `- LU o SPACE
�JQ. •� 10'WC• 10' WITNESS CORNER
sue.
PA` b o o o O / �Q�6�2 p`O ,\o SECTION MONUMENT
BLOCK 1 / ��` �� (XX'00'00") RECORD INFORMATION
- - - - CENTER LINE
O N - - - - SUBDIVISION BOUNDARY
�Q /� ���\s\7•� / OPEN � o LOT LINE
/ 2 / SPACE /' rn o
�"� �� NIN > - - - - - - - - - - - - - - - EASEMENT LINE
R.O.S. #3216 / �' /h� �h�o ^�. SECTIONAL LINE
S 68'04'50" L 51542'
52.01V--
Q h N LOT NUMBER
V V h ,7 I
V
I 6 ;W= ^� .o���o
BLOCK 1 O�PL Leo
X S T E19
OPEN <v
1 I o SPACE rya ti o
O I ,N ^ p0 srs• a
) o w 7314
L -- �� �o ��h '1- 30.00' o�oo ��� /�ot/Q �?
_ N06 42 3 _ _ S '� I
r 191.073E - _ DO?72 6Y _ ^ S90'00'00"E I o I N90'00'00"E O.
OF
10.oo' o 10.oo' �N N.
G �I l 1 o'wc N75 3238"W 30.26' I o o r o `� o \
of z I o Ande sonurvey Group
o N 30.00' 30.00' N o
o N90.00'00"E o Land Surveying Services
N7T16 48 W 69.96 I �, o I
I = OPEN oc DETAIL "A" `" ` 357 Tatertower Ln., Suite F
N88 50'18"E 48.78' SPACE � _ N.T.S. Meridian, Idaho 83642
J G60 �� �—S88 50 18 W 27.83 z (208) 888L 7345
WITH 5/8" REBAR N76'05'50"E 44.94' ' S46°43'45"W 63.51' Q I
REPLACED o ,�
FD.1/2"REBAR - -- - -213.02' - - 132.71'
— — 35+15- - - - - - 43.52' 345.73' N00°15'13"E
N00 50'21"E 1034.95' FD.5/8"REBAR — —�--
FD. 1/2" IRON PIN
S57'20'49"W L.S. 6901 ~
R.O.S. #3944 (12.00' W.C.) SHEET 2 OF 3
01237SO2.DWG 11116104 25.75'

Y BK go p j o Syd
RIVERVINE SUBDIVISION NO . 1
LOCATED IN THE EAST 112 OF SECTION 15,
TOWNSHIP 4 NORTH, RANGE 1 WEST, OF THE BOISE MERIDIAN
ADA COUNTY, IDAHO
2004
CERTIFICATE OF OWNER
KNOW ALL MEN BY THESE PRESENTS:
THAT CASTLEROCK DEVELOPMENT, INC, AN IDAHO CORPORATION, DO HEREBY CERTIFY THAT THEY ARE ACKNOWLEDGMENT
THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS THE THEIR INTENTION TO INCLUDE
SAID PROPERTY IN THIS SUBDI ViSiON.
STATE OF GU i 0
THE PUBLIC STREETS, AS SHOW ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC. THE PRIVATE COUNTY OF AzVA, }SS
ROADS AND EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PGRLIC, BUT THE RIGhiT TO
USE SAiD EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES.DESIGNATED �F�l
HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. On this day of in the year 2004, before
ALL OF THE LOTS IN THE PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM AN EXISTING WATER me the undersigned, a notary public in and for said State, personally
SYSTEM, BE THE WATER SYSTEM MUNICIPAL, A WATER DISTRICT, A PUBLIC UTILITY SUBJECT TO THE appeared Reed DeMordaunt, known or identified to me to be the
REGULATION OF THE IDAHO PUBLIC UP,LITIES COMMISSION, OR A MUTUAL OR NONPROFIT WATER COMPANY, President of the corporation that executed the instrument or the person
AND THE EXISTING WATER DISTRIBUTION SYSTEM HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN who executed the instrument on behalf of said corporation, and
THE SUBDIVISION. c nowledged to me that such corporation executed the some.
It
A parcel of land located in the East 112 of Section 15, Township 4 North, Range 1 West of the
Boise Meridian, Ada County, Idaho, being more particularly described as follows: NOTARY PUBLIC FOfV IDAHO APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
RESIDING AT
Commencing at the Northwest Corner of the Northeast 114 of Section 15, Township 3 North, Range MY COMMISSION EXPIRES: Z9,40 OS THE FOREGOING PLAT WAS ACCEPTED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT
11 West of the Boise Meridian, Ada County, Idaho; thence South 0050'21" West a distance of 1026.31 - - COMMISSIONERS# jV THE 1?5D Y OF J , 2004.
feet along the Westerly boundary of said Northeast 114 of Section 15 to a point on the Southerly 00(i
ACKNOWLEDGMENT
right-of-way line of Moon Valley Road, said point being the TRUE POINT OF BEGINNING; thence _ l% Q
South 89'06'10" East a distance of 694.05 feet to a point of curvature; thence 23.80 feet along V�.• °� eo
the arc of a 15.00 foot radius curve to the left (through a central angle of 9053'55", the chord STATE OF b +'
which bears South 45 26 53" West a distance of 21.38 feet; thence South 00'00'05" East a distance COUNTY OF _ }SS = i
of 34.45 feet to a point of curvature; thence 88.70 feet along the arc of a 87.97 foot radius curve a H I MAN, ADA COUNTY HIGHWAY DISTRICT
to the right (through a central angle of 57'46'14", the chord which bears South 28753'02" West a
On this day of in the year 2004, before i
distance of 84.99 feet) to a point of reverse curvature; thence 38.28 feet along the arc of a 37.97 me the undersigned, a notary public in and for said State, personally 10 �Q`40
<�
foot radius curve to the left (through a central angle of 57'46'09", the chord which bears South appeared Goyonn DeMordaunt, known or identified to me to be the
2853'04" West a distance of 36.68 feet) to a point of compound curvature, thence 76.62 feet Secretary of the corporation that executed the instrument or the person •�4• Y,ao�a®oo°°'
along the arc a 223.81 foot radius curve to the left, (through a central angle of 19736'50", the who executed the instrument on behalf of said corporation, and
chord which bears South 09'48'25" East a distance of 76.24 feet) to a point of reverse curvature; acknowledged to me that such corporation executed the some.
thence 91.62 feet along the arc of a 273.81 foot radius curve to the right (through a central angle V
of 19'10'17", the chord which bears South 10'01'42" East a distance of 91.19 feet) to a point of c n4A AL OF COUNTY COMMISSIONERS
compound curvature; thence 124.71 feet along the arc of a 197.02 foot radius curve to the right _ '� .•
(through a central angle of 36'16'06", the chord which bears South 17'41'30" West a distance of NOTARY PUBLIC FOR DAHO �, ,,; A= THE (s ?EGOINQ PLAT, Y ACCEPTED AND APPROV Y THE BOARD OF COUNTY
122.64 feet) to a point of reverse curvature; thence 99.20 feet along the arc of a 146.88 foot RESIDING ATjLIS _ CO 3I0Nf?S OF 4�A STY, IDAHO, ON THE DAY OF 2004..
radius curve to the left (through a central angle of 38'41'47", the chord which bears South MY COMMISSION EXPIRES: OFF
(: - _ _ �
1628'40" West a distance of 97.32 feet) to apoint of compound curvature; thence 11332 feet °
along a 123.92 foot radius curve to the left (through a central angle of 5223'33', the chord which
along �•�o\\� ® ,
bears South 29'04'01" East a distance of 109.41 feet) to a point of reverse curvature; thence ' ii;,, „1,.,\�` �••' • > �,���'%;t C AIRMAN, ADA COUNTY Cd/vjM S��oN�?zS
421.38' along the arc of a 274.09 foot radius curve to the right (through a central angle of a• •••••'
88'05'07", the chord which bears South 11'13'14" East a distance of 381.08 feet) to a point of C4 •-,P-
reverse curvature; thence 147.47 feet along the arc of a 124.21 foot radius curve to the left CERTIFICATE OF SURVEYOR
(through a central angle of 68'01'24", the chord which bears South 01'11'22" East a distance of
138.96 feet) to a point of curvature; thence 184.07 feet along the arc of a 799.39 foot radius 1, GORDON N. ANDERSON, PLS., DO HEREBY CERTIFY THAT i AM A PROFESSIONAL LAND
curve to the left (through a central angle of 13'11'35",, the chord which bears South 41'47'52" East SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE
a distance of 183.66 feet) to a point of curvature; thence 49.66 feet along the arc of a 1349.15 CERTIFICATE OF OWNERS, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER CERTIFICATE OF COUNTY TREASURER
foot radius curve to the left (through a central angle of 02'06'32", the chord which bears South ' MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON: AND
47'20'23" East a distance of 49.66 feet) to a point of curvature; thence 38.25 feet along the arc IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, DO
of a 50.63 foot radius curve to the left (through a central angle of 43'17'27", the chord of which THE CORNER PERPETUATION AND FILING ACT.
bears South 67'55'51" East a distance of 37.35 feet) to a point of tangency, thence South 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
89'20'45" East a distance of 154.93 feet to a point of curvature; thence 153.48 feet along the arc CERTIFICATION IS VALID FOR THE NEXT (30) DAYS.
of a 50.00 foot radius curve to the right (through a central angle of 17552'22", the chord which N1- LqN�
bears South 0132'37" East a distance of 99.94 feet) to a point of non-tangency, thence South ��� G\5Tf,Q�sG�L le# //�y-Q _/
b.
00'00'00" West a distance of 90.85 feet; thence South 89'21'00" East a distance of 233.11 feet ,to o c^ e
a point on the West line of the SE 114 of the NE 114 of said Section 15; thence along the said 314 1 s=_ ,r CO TY TREA RE DATE
West line, South 0039'00" West a distance of 101.56 feet to a point marking the NW corner of the GORDON N. ANDERSON, PLS. DATE
NE 114 of the SE 114 of said Section 15; thence along the West line of said NE 114 of the SE 1A e� 9 P = �
South 00'52'32" West a distance of 643.70 feet to a point on the Government meander line of the O,pO
right bank of the Boise River; thence South 7354'57" West along the said meander line a distance OH N. AN�� i e
of 127.12 feet to a point on the North bank of the Boise River; thence along said North bank the
following courses: thence North 60'14'54" West a distance of 71.96 feet; thence North 41'00'00" R�ASUR�
West a distance of 225.00 feet; thence North 30'19'55" West a distance of 358.62 feet; thence
North 44'03'05" West a distance of 299.42 feet; thence North 4857'06" West a distance of 99.61
feet; thence North 53'23'49" West a distance of 156.44 feet; thence North 55'41'36" West a CERTIFICATE OF COUNTY RECORDER
distance of 70.40 feet; thence North 7426'25" West a distance of 135.37 feet; thence .departing
said North bank, North 7532'38" West a- distance of 30.26 feet; thence North 77'16'48" West a
distance of 69.96 feet; thence South 88'50'18" West a distance of 27.83 feet; thence South STATE OF IDAHO
46'43'45" West a distance of 63.51; thence North 00'15'13" East a distance of 345.73 feet; thence
CERTIFICATE OF COUNTY SURVEYOR COUNTY of ADA ass
South 57'20'49" West a distance of 25.75 feet to a point on the longitudinal centerline of said I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF ANDERSO -DAVID &
Section 15; thence along the said longitudinal center line North 00'5021" East a distance of 1034.95 THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY ASSOCIATES AT f3 MINUTES PAST 1 Z O'CLOCK *? M. ON THIS 29" DAY OF ZVOve W% tier,
feet to the TRUE POINT OF BEGINNING; CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF 2004, in BOOK _ OF PLATS AT PAGES 105 THRU I ON INSTRUMENT NO. I bN150S
IDAHO CODE RELATIVE TO PLATS AND SURVEYS.
Con toininq 32.45 acres,rricr'e,or ieS5.
, i,A7)n,- NIA21,01-J)clarr,�vt y�
�y DEPUTY EX-OFFICIO RECORDER
s- = �1 .
Reed DeMda rdu�}:# - President, Castle Rock Development, Inc. 3_ £ ,,-,__�'� '� � re e (
LINTY SURVEYOj�Sjo;0
Ycq;n DeMordaunt - Secretary, Castle Rock Development, Inc. R
02196SD3.dwg 9130104 SHEET 3 OF 3

Attachment D
Case No. RWS-W-25-01
Staff Comments
December 16, 2025

LEGEND SEC¶0N 15
(5
12619SUBDSION BOUNDARY CORg g�ERVINE SUBDIVISION NO . 2
F.R0706)
CENTER LINE R.O.S.
11 14 LOT LINE 14
10 15
LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, - - - - - - - - - - EASEMENT LINE 15 o
TOWNSHIP 4 NORTH, RANGE 1 WEST, OF THE BOISE MERIDIAN - SECTIONAL LINE o W o
NORTHEAST CORNER SECTION 15 4,
ADA COUNTY, IDAHO O FOUNDM 5�8" REBAR W/PLASTIC
CP&F NO. 8114692 SCALE W o
ZOO6 CAP ARKED LS 7314 Q z
(SEE R.O.S. 0706) ® SET 5/8" REBAR ,PLASTIC m w W
ioo o so ioo 200 CAP MARKED "LS 314" rn z Q
0 CALCULATED POINT NO PIN SET N o
N _ BRASS CAP w `` o
FEET o v
) R.O.S. #5840 (XX'00'00") RECORD INFORMATION
1 inch = 100 ft. UNPLATTED am \Clo w
FOUND 5/8" REBAR Q Q W
L.S. 690 -b
SOO'39'00"w _ _ N00 39'00"E 1558.37' A. Soo 39 oo"w
'
978.1T 821.98' - - - - - - ''` - - - - - - - - 90.84 101.56'
L19.23' 736.40'
POINT OF BEGINNING �1- I-�
25' 25' 11 I I RIVERVNE
^I N SUBDIVISION NO.1
I°Wo W LOT 15, BLOCK 1
rn �I o
' 10' UTILITY BLOCK 1 N 'oNi Irn ol� I W o^
�-DRAINAGE & LOT 18 �u 10' UTILITY EASEMENT v°piI �� m C\l Z ^o
I IRRIGATION ESMT. o INSTRUMENT NO. 105033545-I �- ago N J oC-'0 0
COMMON I Y z LOT
S0039'00"W w Woo s
J <, 40.43' I w
I III v Gtiti C15 0 Z CL
I �oR 90.85' I _ o =z W
S00'00 "W00 w m
I z
I
wI
v I I I S0000'00"W 115.00�G S00100'00"W 150.00' 1 30 125' 25' I /'�3
' I 2� �o o V �� I W I RIVERVINE -
W �I ¢z I I �o d d o p`lI� I SUBDIVISION No.1
Q= m o °p rn 13.14' N LOT 13, BLOCK 1
o z 100.00' z SOO'13'34"W 221.24' 4i h� �5364 rn
Q 3 I N S00'00'00"W
�I I N N S050.62�"W rn �� 88S• RIVERVINE
4, 41 SUBDIVISION NO.1
o ao BLOCK 1 ^ (� �a V �- LOT 12, BLOCK 1
I o -
o LOT 22 Cb o LOT 21 o w LOT 20
� o o :n, N00'1334"E
vim', � to - � 73.54' LOT 19 h^ G
rn = 25' 25' N
04
P
G23
N00'O0'00"E 215.00' S6R N00'00'00 E 200.00'
I o N 00'00'00" E 415.00' %NO0101'J41 122-55' °i J _ C18 ��� /GNN RIVERVINE
�rn I 1 L6 11.48 9 \ ' \J SUBDIVISION NO.1
C9 _ LOT 10, BLOCK 1 W
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I-m-W. AWGNON LANE /^' a, 710 -LOT 9, BLOCK 1 cn
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m N 151 5'I SUBDIVISION NO.1
z J I N LOT 7, BLOCK 1
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SUBDIVISION NO.1 `\j 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR
z LOT 1, BLOCK 1 IW AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
00 I CURVE TABLE �, SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERA7ION FOR MORE THAN ONE (1) YEAR, WHEN THE
CURVE LENGTH RADIUS DELTA CHORD CHORD BRG OPERATION WAS NOT A NUISANCE AT THE 77ME THE OPERATION BEGAN, PROVIDED, 774AT THE PROVISIONS OF THIS SECTION SHALL
Cl 23.80 15.00 905355" 21.38 S452653"W N NOT APPLY WHENEVER A NUISANCE RESULTS FROM IMPROPER OR NEGLIGENT OPERA71ON OF ANY AGRICULTURAL OPERATION OR
C2 88.70 8Z97 5746'14" 84.99 S28'53'02"W v APPURTENANCE TO IT."
I C3 38.28 37.97 5746'09" 36.68 S2853'04"W z 2. ANY RESUBDIVIS10N OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS 1N EFFECT AT THE TIME OF RESUBDIVISION.
C4 76.92 223.81 1936'50" 76.24 S09 48 25"E V
I C5 91.62 273.81 1970'17" 91.19 S10'0142"E 3. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH 774E APPLICABLE ZONING
O I C6 124.71 19ZO2 3676'06" 122.64 S174130"W Ol T.REGULATIONS OF ADA COUNTY AT THE 71ME OF ISSUANCE OF THE BUILDING PERMIT
rt I C7 99.20 146.88 38'4147" 97.32 S1628'40"W W 4. LOT 18, BLOCK 1 IS AN OPEN SPACE LOT OWNED BY CASTLE ROCK DEVELOPMENT INC., BUT OPERATED, REPAIRED AND
I C8 113.31 123.92 5223'34" 109.41 S29 04'01 E O MAINTAINED BY THE RIVERVINE HOMEOWNERS ASSOCIATION, INCLUDING THE PEDESTRIAN PATHWAY. THE ASSOCIATION SHALL HAVE A
C9 421.37 274.09 88'05'07" 381.08 S1173'14 E `� NON-EXCLUSIVE EASEMENT ON, OVER, ACROSS AND THROUGH THE OPEN SPACE FOR PURPOSES OF FULFILLING ITS OPERATION,
o C10 147.47 124.21 68'0124" 138.96 S01'1122"E J �^� REPAIR AND MAINTENANCE OBLIGATIONS. THIS EASEMENT MAY BE MODIFIED OR TERMINATED BY CASTLE ROCK DEVELOPMENT INC. IN
C11 184.07 799.39 137135" 18366 S4i4752"E THE EVENT THE OPEN SPACE IS FURTHER SUBDIVIDED.
W C12 49.66 1349.15 2'06'32" 49.66 S4720'23"E 5. THERE IS A STATUTORY EASEMENT FOR INGRESS, EGRESS, OPERATIONS, MAINTENANCE, CLEANING AND REPAIR PURPOSES 1N
O
Cl3 38.25 50.63 43'1727" JZ35 S6T55'51 E N FAVOR OF PIONEER DITCH CO., LTD, THE CENTERLINE OF WHICH IS SHOWN HEREON.
C14 429.46 1880.82 1304'58" 428.53 S842121"W LINE TABLE P X13 LqN�S
C15 153.48 50.00 1755222" 99.94 S013237 E , 6. IRRIGATION WATER HAS BEEN PROVIDED FROM THE MIDDLETON MILL DITCH COMPANY IN COMPLIANCE WITH IDAHO CODE c�C G TE
31-3805(b). THE PONDS WILL RECEIVE WATER AND THE HOMEOWNERS ASSOCIA7ION WILL BE EN717LED TO IRRIGATION WATER RIGHTS t�
m C16 75.39 50.00 862334" 68.45 N43'11'47'E L1 61.49 S8359'12 E AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE MIDDLETON MILL DITCH COMPANY. 1 O
I C17 12.60 274.09 238'04" 12.60 N3130'18"E L2 38.44 S83'59'37"E a 7314
C19 57.36 274.09 11526
C18 226.54 274.09 4721'27" 220.15 N0630'33"E Z ALL RESIDEN71AL STRUCTURES WILL BE PROVIDED WI7H WATER SERVICES FOR FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH
L3 34.45. S00'00'55 E STAR FIRE DEPARTMENT STANDARDS. O
9' " 57.25 N23 0954"W
L4 72.03 S89'18'47"W O T
C21 124.54 274.09 205822" 24.53 N393848"W L5 66.29 S89'18'47"W 8. THIS SUBDIVISION IS SUBJECT TO THE BOISE RIVER GREENWAY OVERLAY DISTRICT STANDARDS. 'A� F OF ��
I C21 24.54 274.09 5'07'49" 24.53 N52'41'S3"W ON 1V. AN��
-\ C22 78.09 50.00 89 2848" 70.39 N44 4424"W L6 7.00 N00'41'13"W 9. UNLESS OTHERWISE SHOWN ON THE PLAT, THERE SHALL BE A 10 FOOT WIDE PUBLIC U71LITY EASEMENT ADJACENT TO AND
\ C23 272.49' 50.00 312'14'47" 40.48 N08'07'11'E PARALLEL WITH ALL ROAD RIGHT-OF- WAYS, SUBDIVISION BOUNDARY LINES AND CENTERED ON LOT SIDE LINES.
\ I C24 71.60 273.81 1459'00" 71.40 N120720"W 10. INDIVIDUAL LOT OWNERS SHALL CONNECT TO A MUNICIPAL SEWAGE COLLEC71ON AND TREATMENT FACILITY WHEN REASONABLY
( 10 " 15 1 I C25 20.01 273.81 4'11'17" 20.01 N0232'12"W ]W AVAILABLE PER SECTION 8-lA-1 OF THE ADA COUNTY CODE REASONABLY AVAILABLE SHALL MEAN WHEN A MUNICIPAL -�..._
262'/ C26 20.04 197.02 5'4939" 20.03 N0228'17'E WASTEWATER COLLECTION AND TREATMENT SYSTEM IS WITHIN THREE HUNDRED FEET (300') OF ANY PROPERTY LINE OF THE SUBJECT
�\ 25' 25' o PROPERTY. Anderson Survey 'Group
\ FOUND 5/8"REBAR FOUND 5/8"REBAR FOUND 5/8" REBAR
S. PALMER LN. 572049 W Land Surveying Services
\ W/ CAP LS 5901" L.S.L 6901 ,
NORTH 1/4 S00 50'21"W 637.30' 35.59' 25.75
SECTION 15 _ - - - - _ _ _ _ 43.52 357 Watertower Ln., Suite F
10 15 1026.31' - - - - _ _ 1. � 354.13'
�\ Meridian, Idaho 83642
BRASS CAP N00 50'21"E 1034.95' [phone]
C.P.& F.R. 8504614
(SEE R.O.S. 0706) LONGITUDINAL CENTERLINE OF SECTION 15 FOUND 5/8"REBAR
FD.5/8"REBAR R.O.S. #2691 \ -
01237sd1-phose2.dwg 01120106 sms L.S. 6901 UNPLATTED R.O.S. #2135 SHEET 1 OF 2

I� Pq .l I l0 7
RIVERVINE SUBDIVISION NO . 2
LOCATED IN THE NORTHEAST QUARTER OF. SECTION 15,
TOWNSHIP 4 NORTH, RANGE 1 WEST, OF THE BOISE MERIDIAN
ADA COUNTY, IDAHO
2006
CERTIFICATE OF OWNER
KNOW ALL MEN BY THESE PRESENTS:
THAT CASTLE ROCK DEVELOPMENT, INC, AN IDAHO CORPORATION, DO HEREBY CERTIFY THAT THEY
ARE THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS THE THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION. APPROVAL OF CENTRAL DISTRICT HEALTH DEPARTMENT
ACKNOWLEDGMENT 0go291;e09 0a000
THE OWNER CERTIFIES THAT THE INDIVIDUAL LOTS DESCRIBED IN THIS PLAT WILL NOT BE SERVED SANITARY RES 7� I °s�,'LAT ARE HEREBY REMOVED ACCORDING TO THE LETTER TO BE
BY ANY WATER SYSTEM COMMON TO ONE (1) OR MORE LOTS, BUT WILL BE SERVED BY INDIVIDUAL STATE OF Ad-,Y\ READ, ON FILFoo E Al 9g,pl` TY RECORDER OR HIS AGENT, LISTING THE CONDITION OF
WELLS. THE EASEMENTS AND PRIVATE ROADS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE COUNTY OF Cl`.. }SS APPROVAL. g��®° ��� e
RIGHT TO USE SAID EASEMENTS AND PRIVATE ROADS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR m 4; o b o
ANY OTHER USES AS DESIGNATED HEREON, AND NO IMPROVEMENTS, OR PERMANENT STRUCTURES OTHER }� m •a S CO�IFdTY :a1.
THAN FOR SUCI•I LIIILI•I Y PURPOSES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ON THIS DAY OF IN THE YEAR 2005, BEFORE % 40. a o
ME THE UNDERSIGNED, A NOTARY PUBLIC I1EN77FIED
AND FOR SAID STATE, PERSONALLY v 0 se y e S DJ 'l .�
APPEARED REED DEMORDAUNT, KNOWN OR TO ME TO BE THE °°,�+•'••..•...•'3`�,. CENTRAL DISTRICT HEATH EPARTMENT
LEGAL DESCRIPTION PRESIDENT OF THE CORPORATION THAT EXECUTED THE INSTRUMENT OR THE ooef3J * y�
PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID CORPORATION, AND °ffaffaffefe``°
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 4 NORTH, RANGE 1 WEST ACKN C
DG T ME THAT SUCH CORPORATION EXECUTED THE SAME.
OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
NOTARY P LIC F IOA2o APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
COMMENCING AT A BRASS CAP MARKING THE NORTHWEST CORNER OF THE SAID NORTHEAST QUARTER OF RESIDING A .. Y�% � �.Y�
SECTION 15, TOWNSHIP 4 NORTH, RANGE 1, WEST OF THE BOISE MERIDIAN FROM WHICH THE NORTHEAST CORNER ANGELA J. PE i ERSON
�j
MY COMMISSION EXPIRES: '2g LN,D THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY
OF SAID SECTION 15, MARKED BY A BRASS CAP, BEARS NORTH 89'08'34" WEST A DISTANCE OF 2624.57 �� Notary is
THENCE FROM SAID NORTHWEST CORNER NORTH 89'08'34" WEST ALONG THE NORTH LINE OF SAID SECTION 15 A State c� ' ':'�° HIGHWAY DISTRICT COMMIS S ON THE TODAY OF AL16 0sr
2005.
DISTANCE OF 1312.29 FEET; THENCE LEAVING SAID NORTH LINE OF SECTION 15, SOUTH 0039'00" WEST A ACKNOWLEDGMENT
,ff ffffffflf
DISTANCE OF 978.17 FEET TO A 518" IRON PIN, MARKING A POINT ON THE SOUTH RIGHT-OF-WAY'LINE OF W. C (/Offotie��°`s°��
MOON *VALLEY ROAD, ALSO MARKING-THE REAL POINT OF BEGINNING, THENCE ALONG A CURVE. TO THE RIGHT ��.•'`eQ�o•�°'eeeo�
VgqVIN A RADIUS OF 1880.82 FEET AND ARC DISTANCE OF ,42P.46 FEET THROUGH A CENTRA4 ANGLE OF STATE OF Q l •• e, e
13'0458 T14E LONG CHORD OF WHICH BEARS SOUTH 84'2121 WEST 428.53 FEET TO A 518' IRON PIN; COUNTY OF }SS = e AIRMAN, ADA COUNTY HIGHWAY DISTRICT
THENCE CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE NORTH 89706'10" WEST A DISTANCE OF c e s L o
195.68 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 15.00 FEET, THENCE ON THIS }� AY OF THE YEAR 2005, BEFORE �s• e
LEAVING SAID RIGHT-OF-WAY LINE 23.80 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT THROUGH A ME THE UNDERSIGNED, A NOTARY PUBLIC IN�DENVFIIED
SAID STATE, PERSONALLY ' 0,° °V
CENTRAL ANGLE OF 90 53'S5-- THE LONG CHORD OF WHICH BEARS SOUTH 45 2653" WEST A DISTANCE OFs' °'000000•°'°Q�
APPEARED GAYANN DEMORDAUNT, KNOWN O TO ME TO BE THE °• �A Y D1s� °°e 21.38 FEET, THENCE SOUTH 00 005.5" EAST A DISTANCE OF 34.45 FEET TO THE BEGINNING OF A CURVE SECRETARY OF THE CORPORATION THAT EXECUTED THE INSTRUMENT OR THE �'ee eje➢��1111�pa°° e
TO THE RIGHT, HAVING A RADIUS OF 87.97 FEET,• THENCE 88.70 FEET ALONG THE ARC OF SAID CURVE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID CORPORATION, AND
THROUGH A CENTRAL ANGLE OF 5746'14", THE CHORD OF WHICH BEARS SOUTH 2853'02" WEST A ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME.
DISTANCE OF 84.99 FEET TO A POINT OF REVERSE CURVATURE MARKING THE BEGINNING OF A CURVE TO
THE LEFT, HAVING A RADIUS OF 37.97 FEET; THENCE 38.28 FEET ALONG THE ARC OF SAID CURVE, �j APPROVAL OF COUNTY COMMISSIONERS
THROUGH A CENTRAL ANGLE OF 5746'09", THE CHORD OF WHICH BEARS SOUTH 28'53'04" WEST A I�, SMn
DISTANCE OF 36.68. FEET TO THE POINT OF COMPOUND CURVATURE MARKING THE BEGINNING OF A CURVE NOTARY PU IC FO IQ H,Q =ANGELAPETERSON ,THE FOREGOING•.PLA.T WAS,DULY ACCEPTED AND APPROVED BY THE BO D OF COUNTY
TO THE LEFT HAVING A RADIUS OF 223.81 FEET, THENCE 76.92 FEET ALONG THE ARC OF SAID CURVE RESIDING A 1 Pubic C"OMMISSIONERSOF ADA•'-COUNTY, IDAHO, ON THE i�a'� DAY OF 200THROUGH A CENTRAL ANGLE OF 1936'50", THE CHORD OF WHICH BEARS SOUTH 094825" EAST A MY COMMISSION EXPIRES: Idaho
DISTANCE OF 76.24 FEET TO THE POINT OF A REVERSE CURVATURE, MARKING THE BEGINNING OF A CURVE
TO THE RIGHT HAVING A RADIUS OF 273.81 FEET,• THENCE 91.62 FEET ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 19'10'17", THE CHORD OF WHICH BEARS SOUTH 10'01'42" EAST A
CHAIRMAN, ADA COU
DISTANCE OF 91.19 FEET TO THE POINT OF COMPOUND CURVATURE , MARKING THE BEGINNING OF A CURVE
_,rw C a MMISSIONERS
TO THE RIGHT HAVING A RADIUS OF 197.02 FEET,• THENCE 124.71 FEET ALONG THE ARC OF SAID CURVE '
THROUGH A CENTRAL ANGLE OF 36'16'06"' THE CHORD OF WHICH BEARS SOUTH 17'41'30" WEST A
DISTANCE OF 122.64 FEET TO A POINT OF REVERSE CURVATURE, MARKING THE BEGINNING OF A CURVE TO CERTIFICATE OF SURVEYOR r -
THE LEFT HAVING A RADIUS 146.88 FEET' THENCE 99.20 FEET ALONG THE ARC OF SAID CURVE THROUGH A r1
A CENTRAL ANGLE OF 3841'47; THE CHORD OF WHICH BEARS SOUTH 1628'40" WEST A DISTANCE OF 1, GORDON N. ANDERSON, PLS., DO HEREBY CERTIFY THAT 1 AM A PROFESSIONAL LAND 'a.'.
97.32 FEET TO THE POINT OF COMPOUND CURVATURE , MARKING THE BEGINNING OF A CURVE TO THE SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THExr, '
LEFT HAVING A RADIUS OF 123.92 FEET; THENCE 113.31 FEET ALONG THE ARC OF SAID CURVE THROUGH A CERTIFICATE OF OWNERS, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER � w CER..TIFICATE OF COUNTY TREASURER
CENTRAL ANGLE OF 522334, THE CHORD OF WHICH BEARS SOUTH 29'04'01" EAST A DISTANCE OF 109.41 - MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON: AND
FEET TO A POINT OF REVERSE CURVATURE, MARKING THE BEGINNING OF A CURVE TO THE RIGHT, HAVING IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND
A RADIUS OF 274.09 FEET- THENCE 421.37 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL THE CORNER PERPETUATION AND FILING ACT. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, DO
ANGLE.OF 88'05'07", THE CHORD OF WHICH BEARS SOUTH 11'13'14" EAST A DISTANCE OF 381.08 FEET TO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT PROPERTY TAXES FOR THE
A POINT OF REVERSE CURVATURE, MARKING THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION, HAVE BEEN PAID IN FULL. THIS
OF 124.21 FEET, THENCE 147.47 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF NPL LSD CERTIFICATION IS VALID FOR THE NEXT (30) DAYS.
6801'24", THE CHORD OF WHICH BEARS SOUTH 01'11'22" EAST A DISTANCE OF 138.96 FEET TO THE POINT `��� `ST£ SG
OF COMPOUND CURVATURE, MARKING THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF �G ,,pI I_ �A_a- L ru,
�L .
799.39 FEET; THENCE 184.07 FEET ALONG THE ARC OF SAID CURVE THROUGH CENTRAL ANGLE OF 10 �)� Zc*�
9. oe
13'11'35" THE CHORD OF WHICH BEARS SOUTH 4147 314'52" EAST A DISTANCE OF 183.66 FEET TO A POINT n CO TREASUR R DATE
' 0 � pE
OF COMPOUND CURVATURE , MARKING THE B �,BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF GORDON N. ANDERSON, PLS. �, 1
1349.15; THENCE 49.66 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02'06'32,
THE CHORD OF WHICH BEARS SOUTH 4720'23" EAST A DISTANCE OF 49.66 FEET TO THE POINT OF O��l f OF
COMPOUND CURVATURE, MARKING THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 50.63
O N. AN
FEET; THENCE 38.25 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43-17'27",
THE CHORD OF WHICH BEARS SOUTH 67 5551" EAST A DISTANCE OF 37.35 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 89 20'45" EAST A DISTANCE OF 154.93 FEET TO A POINT OF CURVATURE,
MARKING THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THENCE 153.48
FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1755222", THE CHORD of WHICH CERTIFICATE OF COUNTY RECORDER
BEARS SOUTH 013237" EAST A DISTANCE OF 99.94; THENCE SOUTH 00'00'00" WEST A DISTANCE OF
90.85 FEET, THENCE SOUTH 89 21'00" EAST A DISTANCE OF 233.11 FEET;, THENCE NORTH 0039'00" EAST STATE OF IDAHO 2
A DISTANCE OF 1558.37 FEET TO THE POINT OF BEGINNING. CERTIFICATE OF COUNTY SURVEYOR COUNTY OF ADA SSS
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF ANDERSON SURVEY
SAID PARCEL CONTAINS 19.90 ACRES, MORE OR LESS. GROUP, INC. ATE MINUTES PAST O'CLOCK M. ON THIS �7f`~DAY OF Jcc»va.ry ,
I, THE UNDERSIGNED, .PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY �(�THRU I'I� ,
CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF 2e9 5, IN BOOK 9Y OF PLATS AT PAGES 1 N INSTRUMENT NO./0(o6/3S)5
IDAHO CODE RELATIVE TO PLATS AND SURVEYS. 00(�
DEPUTY EX-OFFICIO RECORDER
Reed Dehq
016"un - President, Castle Rock Development, Inc. ZL.4-12 O e!57
tj ° uCO NTY SURVEYOR gCG$ 7 3p
DeMor�dGun�t - Secre Castle R-ock Development, Inc.
01237SD3.dwg 5117105 sms SHEET 2 OF 2

CERTIFICATE OF SERVICE
I HEREBY CERTIFY THAT I HAVE THIS 161h DAY OF DECEMBER 2025,
SERVED THE FOREGOING COMMENTS OF THE COMMISSION STAFF , IN
CASE NO. RWS-W-25-01, BY MAILING VIA U.S. MAIL and also E-MAILING A
COPY THEREOF, TO THE FOLLOWING:
Rivervine Water & Sewer,LLC
Michael Williams-Black, Registered Agent
P.O. Box 3723
Nampa, ID 83653-3723
E-MAIL: blackwaterllc.idaho&gmail.com
PATRICIA JORDA9, SECRETARY
CERTIFICATE OF SERVICE