HomeMy WebLinkAbout22-1964 Discovery Park - Conveyance of property to ACHD for Right-of-Way purposes ORDINANCE NO. 22-1964
CITY OF MERIDIAN
BERNT,BORTON, CAVENER,
BY THE CITY COUNCIL: HOAGLUN, PERREAULT, STRADER
AN ORDINANCE AUTHORIZING THE CONVEYANCE OF CERTAIN CITY
OWNED REAL PROPERTY TO THE ADA COUNTY HIGHWAY DISTRICT FOR
RIGHT OF WAY PURPOSES CONSISTING OF APPROXIMATELY 1.66 ACRES
LOCATED AT DISCOVERY PARK, 2121 E. LAKE HAZEL ROAD;
AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AND ATTEST
ON BEHALF OF THE CITY OF MERIDIAN THE DEED AND OTHER
DOCUMENTS NECESSARY TO COMPLETE THE TRANSACTION; PROVIDING
FOR A WAIVER OF THE READING RULES; AND PROVIDING AN EFFECTIVE
DATE.
WHEREAS, pursuant to Idaho Code 50-1401, the City Council has statutory
authority to sell, exchange, or convey any real property owned by the city which is
underutilized or which is not used for city public purposes; and,
WHEREAS, when it is determined by the City Council to be in the City's best
interest, the Council may by Ordinance duly enacted, authorize the transfer or conveyance
of the real property to any tax supported governmental entity without compensation; and,
WHEREAS,the proposed transaction would result in the disposition of real property
that is no longer needed for City purposes; and,
WHEREAS, a public hearing was held at the regular meeting of the Meridian City
Council on January 25, 2022 and at the conclusion of said hearing, the City Council moved
to approve the conveyance of the property, subject to certain terms and conditions, and
directed staff to bring forth this Ordinance authorizing the conveyance.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL
OF THE CITY OF MERIDIAN,IDAHO:
Section 1. That a public hearing on the proposed conveyance was held at the January
25, 2022 meeting of the Meridian City Council.
Section 2. That the City Council determined after the public hearing that the subject
property is no longer needed for City purposes and that it is in the City's best interest to
transfer the real property to the Ada County Highway District without compensation.
Section 3. That the City Council has reviewed and approved the legal description of
the Subject Property as identified and depicted on the attached Exhibits A and B,
incorporated herein by this reference.
ORDINANCE AUTHORIZING CONVEYANCE OF PROPERTY-Page 1 of 4
Section 4. That the Mayor and City Clerk shall be authorized to execute and attest a
standard form warranty deed, associated licenses and easements (both permanent and
temporary), and any other documents necessary to complete the conveyance authorized by
this Ordinance.
Section 5.That all City of Meridian ordinances,or resolutions,or parts thereof,which
are in conflict herewith, are hereby repealed.
Section 6. That pursuant to the affirmative vote of one-half(1/2) plus one (1) of the
Members of the full Council,the rule requiring two (2) separate readings by title and one (1)
reading in full be, and the same is hereby, dispensed with, and accordingly, this Ordinance
shall be in full force and effect upon its passage, approval and publication.
PASSED by the City Council of the City of Meridian, Idaho, this 251" day of
January 2022.
APPROVED by the Mayor of the City of Meridian, Idaho, this 25th day of
January 2022.
APPROVED: ATTEST:
Robert E. Simison,Mayor Chris Johnson,City Clerk
Item#5.
EXHIBIT A
LEGAL DESCRIPTION OF SUBJECT PROPERTY
Legal Description
Discovery Park Site
City of Meridian Right-Of-Way Dedication
A parcel being located in the E Y2 of the NW X.of Section 5,Township 2 North,Range 1 East,Boise
Meridian,City of Meridian,Ada County,Idaho,and more particularly described as follows:
Commencing at a Brass Cap monument marking the northeast corner of the NW%4(N%4 corner)of
said Section 5,from which a Brass Cap monument marking the northwest corner of said Section 5
bears N 89°57'43"W a distance of 2663,79 feet;
Thence S 0'01'18"W along the east boundary of said NW%a distance of 500.00 feet to a point
marking the northeast corner of the Permanent Easement as shown in Instrument No.2018-053318,
Ada County Records,and the POINT OF BEGINNING;
Thence continuing along said boundary and the easterly boundary of said Permanent Easement S
0°01'18"W a distance of 1372.46 feet to a point;
Thence leaving said boundaries N 89°58'42"W a distance of 67.00 feet to a point;
Thence N 0'01'18"E a distance of 143.60 feet to a point;
Thence N 89°58'42"W a distance of 8.00 feet to a point;
Thence N 0'01'18"E a distance of 80.81 feet to a point;
Thence S 89°58'42"E a distance of 3.00 feel to a point;
Thence N 0°01'18"E a distance of 98.71 feet to a point;
Thence N 5°28'36"E a distance of 168.32 feet to a point on a curve;
Thence a distance of 135.80 feet along the arc of a 1038.50 foot radius non-tangent curve right,said
curve having a central angle of 7°29'32"and a long chord bearing N 3°51'38"E a distance of 135.70
feet to a point of reverse curvature;
Thence a distance of 45.22 feet along the arc of a 961.50 foot radius curve left,said curve having a
central angle of 2°41'41"and a long chord bearing N 6"15'34"E a distance of45.22 feet to a point
on the westerly boundary of said Permanent Easement;
Thence N 0°01'18"W a distance of 701.44 feet to a point;
Thence S 89"58'22"E a distance of 42.00 feet to the POINT OF BEGINNING.
Said parcel contains 72,131 square feet(1.66 acres)more or less and `p�'pL LANDS
is subject to any easements existing or in use. �0 5 r E GAF
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Clinton W.Hansen,PLS a 11118 x
Land Solutions,PC �-L iol ls -z =
December 1,2021 < rF of \o
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Land bl 1$!ons Discvery Park
J■�aa� u"9 Meridian ROW De6lca114
Job No.14-114
Page 1 of 1
ORDINANCE AUTHORIZING CONVEYANCE OF PROPERTY-Page 3 of 4 Page 101
Item#5.
EXHIBIT B -1
DEPICTION OF REAL PROPERTY
DISCOVERY PARK SITE
CITY OF MERIDIAN RIGHT-OF-WAY DEDICATION
LOCATED IN THE E 112 OF THE NW 114 OF SECTION 5, T.2N., R.1 E., B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
BASIS OE BEARING 32 33
31 32 N89-57'43'W 2663.79 1/4 32 589'S6'49'E 2659.20' _
6 5 W. LAKE HAZEL ROAD 5 5 4
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POINT OF BEGINNING \
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CURVE TABLE D W.
CURVE # LENGTH RADIUS DELTA BEARING CHORD L Olutlo
C1 135,80' 1038.50' 729'32' N3'51'38"E 135.70' Land Surveying and Consulting
231 E.5TH ST..5TE A
C2 45.22' 961.50' 2'41'41° N6'15'34"E 45.212' MERIDIAN.ID 63642
(208)28B-2040 (208)286-2557 fe.
w Iandsclutmns.ha AB Q.19-:
ORDINANCE AUTHORIZING CONVEYANCE OF PROPERTY-Page 4 of 4 Page 02
Discovery Park Phase 2/SUBP21-0152
Recreation Avenue
T 2N, R 1 E, Sec 05
WARRANTY DEED
THIS INDENTURE made this 25th day of January_, 2022 , by City of
Meridian, an Idaho Municipal Corporation, the "GRANTOR". and ADA COUNTY HIGHWAY
DISTRICT, a body politic and corporate of the State of Idaho, the "GRANTEE";
WITNESSETH:
FOR VALUE RECEIVED, the GRANTOR has granted, conveyed, bargained and sold,
and does hereby grant, bargain, sell, convey and confirm to the GRANTEE and its successors
and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF
IDAHO, more particularly described on Exhibit "A" attached hereto and by this reference made a
part hereof,
TOGETHER with all and singular the buildings, structures, improvements, and fixtures thereto,
the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining,
the reversion and reversions, remainder and remainders, and rents, issues and profits thereof(the
"Premises").
SUBJECT TO general taxes and assessments for the current year which are not yet due
and payable, easements of record or obvious on a physical inspection of the Premises, any
recorded reservation of oil and/or mineral rights and covenants of record.
Subject to those exceptions to title to which this conveyance is expressly made subject
and those made, suffered or done by the GRANTEE: (a) the GRANTOR covenants to the
GRANTEE, its successors and assigns, that the GRANTEE shall enjoy the quiet and peaceful
possession of the Premises; and (b) GRANTOR warrant to the GRANTEE, its successors and
assigns, that GRANTOR are the owners of said Premises in fee simple and have the right and
authority to convey the same to GRANTEE, and GRANTOR will defend the GRANTEE's title
from all lawful claims whatsoever.
The current address of the GRANTEE is:
Ada County Highway District
3775 Adams Street
Garden City, Idaho 83714-6499
IN WITNESS WHEREOF, this WARRANTY DEED has been duly executed by and on
behalf of the GRANTOR, the day, month and year herein first above written.
Warranty Deed, page 1
(10/27/01)
S:\DSREVIEW\1-Subdivisions\Discovery Park 2\Easements\Discover Park 2-City of Meridian-DEED.doc
GRANTOR
Robert E. Simison, Mayor
Attest by Chris Johnson, City Clerk
STATE OF IDAHO )
ss.
County of Ada )
This record was acknowledged before me on 1-25-2022
[date]
by Robert E. Simison and Chris Johnson on behalf of the city of Meridian, in their capacities as
Mayor and City Clerk, respectively.
Notary Public
My Commission Expires 3-28-2022
Residing in Meridian, Idaho
Notary for Idaho
The Ada County Highway District(ACHD) is committed to compliance with Title VI of the Civil Rights Act
of 1964 and related regulations and directives. ACHD assures that no person shall on the grounds of
race, color, national origin, gender, disability or age, be excluded from participation in, be denied the
benefits of, or be otherwise subjected to discrimination under any ACHD service, program or activity.
Warranty Deed,page 2
(10/27/01)
S:\DSREVIEW\I-Subdivisions\Discovery Park 2\Easements\Discover Park 2-City of Meridian-DEED.doc
Item#5.
DISCOVERY PARK SITE
CITY OF MERIDIAN RIGHT-OF-WAY DEDICATION
LOCATED IN THE E 1/2 OF THE NW 1/4 OF SECTION 5, T.2N., R.1 E., B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
BASIS OF BEARING 32 33
31 32 N89'57'43"W 2663.79' 1/4 32 S89'S6'49"E 2659.20' _
6 5 W. LAKE HAZEL ROAD 5 5 4
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CURVE TABLE N W.
CURVE # LENGTH RADIUS DELTA BEARING CHORD Lan futions
C1 135.80' 1038,50' 7'29'32" N3'51'38"E 135.70' Land Surveying and Consulting
231 E.5TH ST.,STE.A
C2 45.22' 961.50 2'41'41" N6'15'34"E 45.22' MERIDIAN,ID 83642
(208)288-2040 (208)288-2557 fax
www.landsolutions.biz JOB
Page 105
Item#5.
Legal Description
Discovery Park Site
City of Meridian Right-Of-Way Dedication
A parcel being located in the E '/2 of the NW'/4 of Section 5, Township 2 North, Range 1 East, Boise
Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows:
Commencing at a Brass Cap monument marking the northeast corner of the NW'/4(N '/4 corner) of
said Section 5, from which a Brass Cap monument marking the northwest corner of said Section 5
bears N 89057'43" W a distance of 2663.79 feet;
Thence S 0001'18" W along the east boundary of said NW'/4 a distance of 500.00 feet to a point
marking the northeast corner of the Permanent Easement as shown in Instrument No. 2018-053318,
Ada County Records, and the POINT OF BEGINNING;
Thence continuing along said boundary and the easterly boundary of said Permanent Easement S
0001'18"W a distance of 1372.46 feet to a point;
Thence leaving said boundaries N 89058'42" W a distance of 67.00 feet to a point;
Thence N 0001"8" E a distance of 143.60 feet to a point;
Thence N 89°58'42"W a distance of 8.00 feet to a point;
Thence N 0'01'18" E a distance of 80.81 feet to a point;
Thence S 89058'42" E a distance of 3.00 feet to a point;
Thence N 0001'18" E a distance of 98.71 feet to a point;
Thence N 5028'36" E a distance of 168.32 feet to a point on a curve;
Thence a distance of 135.80 feet along the arc of a 1038.50 foot radius non-tangent curve right, said
curve having a central angle of 7029'32" and a long chord bearing N 3051'38" E a distance of 135.70
feet to a point of reverse curvature;
Thence a distance of 45.22 feet along the arc of a 961.50 foot radius curve left, said curve having a
central angle of 2041'41" and a long chord bearing N 6015'34" E a distance of 45.22 feet to a point
on the westerly boundary of said Permanent Easement;
Thence N 0001'18" W a distance of 701.44 feet to a point;
Thence S 89058'22" E a distance of 42.00 feet to the POINT OF BEGINNING.
Said parcel contains 72,131 square feet (1.66 acres) more or less and \pNp L LA No sG
is subject to any easements existing or in use. � S T 6R �G
Clinton W. Hansen, PLS
11118
Land Solutions, PC ��7-101 (2VZ
December 1, 2021
T�/V
/t.IAJ11� OIil � 1 Discovery Park
Q__ '- Land Surveying and Consulting Meridian ROW Dedication
Job No. 19-11
Page 1 of page 106
Discovery Park Phase 2/SUBP21-0152
Recreation Avenue
T 2N, R 1 E, Sec 05
PERMANENT EASEMENT
THIS PERMANENT EASEMENT (the "Easement"), is made and entered into this
25th day of January , 2022 , by and between the City of Meridian, an
Idaho Municipal Corporation, hereinafter referred to as "GRANTOR," and ADA COUNTY
HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho, hereinafter
referred to as "ACHD."
WITNESSETH:
FOR GOOD AND SUFFICIENT CONSIDERATION, IT IS AGREED:
SECTION 1. Recitals.
1 .1 GRANTOR owns the real property located in Ada County, Idaho more
particularly described on Exhibit "A" attached hereto and by this reference incorporated
herein (hereinafter "Servient Estate").
1 .2 ACHD has jurisdiction over the public highways, including sidewalks, and
public rights-of-way which adjoin and are adjacent to the Servient Estate (hereinafter the
"Dominant Estate").
1 .3 ACHD desires to obtain an easement on, over and across the Servient Estate
for the purposes hereinafter described, and, for the consideration and on the terms and
conditions hereinafter set forth, GRANTOR is willing to grant such easement to ACHD.
SECTION 2. Grant of Easement and Authorized Uses.
GRANTOR hereby grants to ACHD a permanent exclusive easement over and
across the Servient Estate for use by the public, including motorists, pedestrians and
bicyclists, and the following uses and purposes:
(a) placement of a Public Rights-of-Way as (as defined in Idaho Code, section 40-
117);
Permanent Easement - 1
(2/11/14)
Item#5.
(b) construction, reconstruction, operation, maintenance and placement of a
Highway (as defined in Idaho Code, section 40-109) and any other facilities or
structures incidental to the preservation or improvement of the Highway;
(c) statutory rights of ACHD, utilities and irrigation districts to use the Highway
and/or Public Right-of-Way.
SECTION 3. Permanent Easement; Covenants Run with the Land.
This is a permanent easement. This Easement, and the covenants shall be a
burden upon the Servient Estate and shall run with the land. The Easement and the
covenants and agreements made herein shall inure to the benefit of and be binding upon,
ACHD and GRANTOR, and Grantor's successors and assigns to the Servient Estate.
SECTION 4. Appurtenant.
The Easement herein granted is appurtenant to the Dominant Estate and a burden
on the Servient Estate.
SECTION 5. Maintenance.
Upon acceptance of the Highway, ACHD shall maintain the physical integrity of
this easement in good condition and repair and as required to satisfy all requirements of
applicable laws, the policies of ACHD and sound engineering practices. The repair and
maintenance of the physical integrity of the Easement shall be at the sole cost and
expense of ACHD; provided if the damage to the physical integrity of the Easement is as
a result of the activities of GRANTOR, GRANTOR'S guests, invitees, contractors or
agents, the repair shall be at the sole cost and expense of GRANTOR. This Section shall
not release GRANTOR'S obligation to provide routine maintenance required under any
applicable state or local law, ordinance or regulation as to the pedestrian facilities that
may be placed on the Servient Estate.
Permanent Easement - 2
(2/11/14)
Page 108
Item#5.
SECTION 6. Indemnification.
ACHD shall, subject to the limitations hereinafter set forth, indemnify, save
harmless and defend regardless of outcome GRANTOR from expenses of and against
suits, actions, claims or losses of every kind, nature and description, including costs,
expenses and attorney fees caused by or arising out of any negligent acts by the ACHD
or the ACHD's officers, agents and employees while acting within the course and scope
of their employment, which arise from or which are in any way out of ACHD's construction,
use and maintenance on the Servient Estate. Any such indemnification hereunder by the
ACHD is subject to the limitations of the Idaho Tort Claims Act (currently codified at
chapter 9, title 6, Idaho Code). Such indemnification hereunder by the ACHD shall in no
event cause the liability of the ACHD for any such negligent act to exceed the amount of
loss, damages, or expenses of attorney fees attributable to such negligent act, and shall
not apply to loss, damages, expenses, or attorney fees attributable to the negligence of
GRANTOR.
SECTION 7. Recordation.
This Easement shall be recorded in the Official Real Property Records of Ada
County, Idaho.
TO HAVE AND TO HOLD this Easement unto the ACHD forever.
GRANTOR covenants to ACHD that ACHD shall enjoy the quiet and peaceful
possession of the Servient Estate; and, GRANTOR warrants to ACHD that GRANTOR is
lawfully seized and possessed of the Servient Estate and has the right and authority to
grant this Easement to ACHD.
IN WITNESS WHEREOF, the undersigned have caused this Easement to be
executed the day, month and year first set forth above.
GRANTOR
Robert E. Simison, Mayor
Attest by Chris Johnson, City Clerk
Notary acknowledgment on following page
Permanent Easement - 3
(2/11/14)
Page 109
STATE OF IDAHO )
) ss.
COUNTY OF ADA )
This record was acknowledged before me on 1-25-2022 by
Robert E. Simison and Chris Johnson on behalf of the city of Meridian, in their
capacities as Mayor and City Clerk, respectively.
Notary Public
My Commission Expires 3-28-2022
Residing in Meridian Idaho
Notary for Idaho
EXHIBIT LIST
Exhibit "A". Legal description of Servient Estate.
The Ada County Highway District(ACHD) is committed to compliance with Title VI of the Civil Rights Act
of 1964 and related regulations and directives. ACHD assures that no person shall on the grounds of
race, color, national origin, gender, disability or age, be excluded from participation in, be denied the
benefits of, or be otherwise subjected to discrimination under any ACHD service, program or activity.
Permanent Easement - 4
(2/11/14)
rADA
DISCOVERY PARK SITE
COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT
LOCATED IN THE E 1/2 OF THE NW 1/4 OF SECTION 5, T.2N., R.1E., B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
BASIS OF BEARING 32 33
31 32 N89'57'43"W 2663.79' 1�4 32 S89'56'49"E 2659.20' _
6 5 W.
LAKE HAZEL ROAD 5 5 4
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b 6,454 SF
N41'17'33"E 6.44'
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N22'13'28"W 8.64' ^
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231 E.5TH ST.,STE.A
MERIDIAN,ID 83642
(208)288-2040 (208)288-2557fax
www.landsolutions.biz JOB
Page 111
Item#5.
Legal Description
Discovery Park Site
Ada County Highway District Permanent Easement
An easement being located in the E '/z of the NW'/4 of Section 5, Township 2 North, Range 1
East, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as
follows:
Commencing at a Brass Cap monument marking the northeast corner of the NW% (N
corner) of said Section 5, from which a Brass Cap monument marking the northwest corner of
said Section 5 bears N 89°57'43" W a distance of 2663.79 feet;
Thence S 0001'18" W along the east boundary of said NW % a distance of 500.00 feet to a
point;
Thence leaving said boundary N 89058'22" W a distance of 42.00 feet to POINT OF
BEGINNING;
Thence S 0'01'18" W a distance of 701.44 feet to a point on a curve;
Thence a distance of 45.22 feet along the arc of a 961.50 foot radius curve right, said curve
having a central angle of 2041'41" and a long chord bearing S 6015'34" W a distance of 45.22
feet to a point of reverse curvature;
Thence a distance of 135.80 feet along the arc of a 1038.50 foot radius curve left, said curve
having a central angle of 7029'32" and a long chord bearing S 3051'38" W a distance of 135.70
feet to a point;
Thence S 5°28'36" W a distance of 168.32 feet to a point;
Thence S 0°01'18" W a distance of 98.71 feet to a point;
Thence N 89058'42" W a distance of 5.00 feet to a point;
Thence N 0'01'18" E a distance of 125.53 feet to a point;
Thence N 6029'49" E a distance of 141.89 feet to a point on a curve;
Thence a distance of 136.16 feet along the arc of a 1043.50 foot radius non-tangent curve right,
said curve having a central angle of 7028'34" and a long chord bearing N 3051'55" E a distance
of 136.06 feet to a point of tangency;
Thence N 6015'34" E a distance of 44.89 feet to a point;
Thence N 0001'18" E a distance of 240.71 feet to a point;
Thence N 54017'41" W a distance of 16.77 feet to a point of curvature;
j..a1 j b'.LA jon Discovery Park
%-Land Surveying and Consulting ACHD Slope Easement
Job No. 19-1
Page 1 of Page 112
Item#5.
Thence a distance of 22.30 feet along the arc of an 11.27 foot radius curve right, said curve
having a central angle of 113026'12" and a long chord bearing N 2°25'25" E a distance of 18.84
feet to a point of tangency;
Thence N 66'54'10" E a distance of 13.95 feet to a point;
Thence N 0°01'18" E a distance of 175.04 feet to a point;
Thence N 22'13'28" W a distance of 8.64 feet to a point;
Thence N 4°37'59" W a distance of 12.01 feet to a point;
Thence N 41°17'33" E a distance of 6.44 feet to a point;
Thence N 0°01'18" E a distance of 226.55 feet to a point;
Thence S 89°58'22" E a distance of 5.00 feet to the POINT OF BEGINNING.
Said easement contains 6,454 square feet (0.148 acres) more or less and is subject to any
other easements existing or in use.
Clinton W. Hansen, PLS
Land Solutions, PC
November 30, 2021
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Discovery Park
.Il.A'fId-S 01ub'o s ACHD Slope Easement
Land Surveying and Consulting
Job No. 19-1
Page 2 o Page 113
Discovery Park Phase 2/SUBP21-0152
Recreation Avenue
T 2N, R 1 E, Sec 05
TEMPORARY EASEMENT
THIS TEMPORARY EASEMENT (the "Easement"), is made and entered into this
25th day of January , 2022 , by and between City of Meridian, an Idaho
Municipal Corporation, hereinafter referred to as "GRANTOR," and ADA COUNTY
HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho, hereinafter
referred to as "ACHD."
WITNESSETH:
FOR GOOD AND SUFFICIENT CONSIDERATION, IT IS AGREED:
SECTION 1. Recitals.
1 .1 GRANTOR owns the real property located in Ada County, Idaho more
particularly described on Exhibit "A" attached hereto and by this reference incorporated
herein (hereinafter "Servient Estate").
1 .2 ACHD has jurisdiction over the public highways, including sidewalks, and
public rights-of-way which adjoin and are adjacent to the Servient Estate (hereinafter
the "Dominant Estate").
1 .3 ACHD desires to obtain a temporary easement on, over and across the
Servient Estate for the purposes hereinafter described, and, for the consideration and
on the terms and conditions hereinafter set forth, GRANTOR is willing to grant such
temporary easement to ACHD.
SECTION 2. Grant of Temporary Easement and Authorized Uses.
GRANTOR hereby grants to ACHD a temporary exclusive easement over and
across the Servient Estate for use by the public, including motorists, pedestrians and
bicyclists, and the following uses and purposes:
(a) placement of a Public Rights-of-Way as (as defined in Idaho Code, section
40-117);
Temporary Easement - 1
(2/11/14)
Page 114
Item#5.
(b) construction, reconstruction, operation, maintenance and placement of a
Highway (as defined in Idaho Code, section 40-109) and any other facilities or
structures incidental to the preservation or improvement of the Highway;
(c) statutory rights of ACHD, utilities and irrigation districts to use the Highway
and/or Public Right-of-Way.
SECTION 3. Term.
This Easement shall be for a term commencing on the date of the GRANTOR's
execution of this Indenture and terminating on the relocation the Highway and any other
facilities or structures incidental to the preservation or improvement of the Highway from
the Servient Estate. On the expiration of the term of this Easement, the rights and
privileges granted to ACHD hereunder shall cease and terminate, and this Easement
shall be null and void and of no further force and effect, and ACHD shall execute and
record a Release of the Easement in the Official Real Property Records of Ada County,
Idaho.
SECTION 4. Covenants Run with the Land.
During the term, the covenants shall run with the land. The Easement and the
covenants and agreements made herein shall inure to the benefit of and be binding
upon, ACHD and GRANTOR, and Grantor's successors and assigns to the Servient
Estate.
SECTION 5. Appurtenant.
The Easement herein granted is appurtenant to the Dominant Estate and a
burden on the Servient Estate.
SECTION 6. Maintenance.
Upon acceptance of the Highway, ACHD shall maintain the physical integrity of
this Easement in good condition and repair and as required to satisfy all requirements of
applicable laws, the policies of ACHD and sound engineering practices. The repair and
maintenance of the physical integrity of the Easement shall be at the sole cost and
expense of ACHD; provided if the damage to the physical integrity of the Easement is
as a result of the activities of GRANTOR, GRANTOR'S guests, invitees, contractors or
agents, the repair shall be at the sole cost and expense of GRANTOR. This Section
shall not release GRANTOR'S obligation to provide routine maintenance required under
any applicable state or local law, ordinance or regulation as to the pedestrian facilities
that may be placed on the Servient Estate.
Temporary Easement - 2
(2/11/14)
Page 115
Item#5.
SECTION 7. Restoration on Expiration of Term.
On the expiration of the terms of this Easement, the Servient Estate may be
restored by GRANTOR at its sole cost and expense, to at least as good a condition as
existing on the date of this Indenture.
SECTION 8. Binding Effect.
This Easement, and the covenant and agreements herein contained, shall,
during the entire term hereof, be binding upon and inure to the benefit of (i) ACHD and
GRANTOR, respectively, and their successors and assigns, and their respective
interests in the Dominant and Servient Estates.
SECTION 9. Indemnification.
ACHD shall, subject to the limitations hereinafter set forth, indemnify, save
harmless and defend regardless of outcome GRANTOR from expenses of and against
suits, actions, claims or losses of every kind, nature and description, including costs,
expenses and attorney fees caused by or arising out of any negligent acts by the ACHD
or the ACHD's officers, agents and employees while acting within the course and scope
of their employment, which arise from or which are in any way out of ACHD's
construction, use and maintenance on the Servient Estate. Any such indemnification
hereunder by the ACHD is subject to the limitations of the Idaho Tort Claims Act
(currently codified at chapter 9, title 6, Idaho Code). Such indemnification hereunder by
the ACHD shall in no event cause the liability of the ACHD for any such negligent act to
exceed the amount of loss, damages, or expenses of attorney fees attributable to such
negligent act, and shall not apply to loss, damages, expenses, or attorney fees
attributable to the negligence of GRANTOR.
SECTION 10. Recordation.
This Easement shall be recorded in the Official Real Property Records of Ada
County, Idaho.
TO HAVE AND TO HOLD this Easement unto the ACHD until the expiration of
the term hereof.
GRANTOR covenants to ACHD that ACHD shall enjoy the quiet and peaceful
possession of the Servient Estate; and, GRANTOR warrants to ACHD that GRANTOR
is lawfully seized and possessed of the Servient Estate and has the right and authority
to grant this Easement to ACHD.
IN WITNESS WHEREOF, the undersigned has caused this Easement to be
executed the day, month and year first set forth above.
Temporary Easement - 3
(2/11/14)
Page 116
GRANTOR
Robert E. Simison, Mayor
Attest by Chris Johnson, City Clerk
STATE OF IDAHO )
) ss.
County of Ada )
This record was acknowledged before me on 1-25-2022
[date]
by Robert E. Simison and Chris Johnson on behalf of the city of Meridian, in their
capacities as Mayor and City Clerk, respectively.
_ Notary Public
My Commission Expires 3-28-2022
Residing in Meridian, Idaho
Notary for Idaho
The Ada County Highway District(ACHD) is committed to compliance with Title VI of the Civil Rights Act
of 1964 and related regulations and directives. ACHD assures that no person shall on the grounds of
race, color, national origin, gender, disability or age, be excluded from participation in, be denied the
benefits of, or be otherwise subjected to discrimination under any ACHD service, program or activity.
Temporary Easement - 4
(2/11/14)
Item#5.
DISCOVERY PARK SITE
ADA COUNTY HIGHWAY DISTRICT TEMPORARY EASEMENT
LOCATED IN THE E 1/2 OF THE NW 1/4 OF SECTION 5, T.2N., R.1E., B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
BASIS OF BEARING 32 33
31 32 N89'57'43"W 2663.79' 1/4 32 S89'56'49"E 2659.20' _
6 5 W. LAKE HAZEL ROAD 5 5 4
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C1 120.25' 50.00' 137*26'12" NO'01'18"E 93.30' 231 E.5TH ST.,STE.A
MERIDIAN,ID 83642
(208)288-2040 (208)288-2557 fax
www.landsolutions.biz JOB -
Page 118
Item#5.
Legal Description
Discovery Park Site
Ada County Highway District Temporary Easement
An easement being located in the SE '/4 of the NW% of Section 5, Township 2 North, Range 1
East, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as
follows:
Commencing at a Brass Cap monument marking the northeast corner of the NW% (N '/4
corner) of said Section 5, from which a Brass Cap monument marking the northwest corner of
said Section 5 bears N 89°57'43" W a distance of 2663.79 feet;
Thence S 0'01'18" W along the east boundary of said NW% a distance of 1765.81 feet to a
point;
Thence leaving said boundary N 89°58'42" W a distance of 67.00 feet to POINT OF
BEGINNING;
Thence S 0'01'18" W a distance of 93.30 feet to a point on a curve;
Thence a distance of 120.25 feet along the arc of a 50.00 foot radius non-tangent curve right,
said curve having a central angle of 137047'59" and a long chord bearing N 0°01'18" E a
distance of 93.30 feet to the POINT OF BEGINNING.
Said easement contains 2,167 square feet (0.050 acres) more or less and is subject to any
other easements existing or in use.
Clinton W. Hansen, PLS
Land Solutions, PC
November 30, 2021
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Page 1 of Page 119
DLA2021-0127
Discovery Park Phase 2 / SUBP21-0152
T 2N, R 1 E, Sec 05
INTERAGENCY TEMPORARY LICENSE AGREEMENT
THIS INTERAGENCY TEMPORARY LICENSE AGREEMENT (the "Agreement") is
made and entered into this 25th day of January 20 22 by and between City of
Meridian, a municipal corporation ("Licensee") and the ADA COUNTY HIGHWAY DISTRICT, a
body politic and corporate of the state of Idaho, ("ACHD").
WITNESSETH :
For good and valuable consideration, the receipt and sufficiency of which is
acknowledged by the parties:
SECTION 1. RECITALS.
1.1 City of Meridian ("Licensee") is a municipal corporation organized and existing
under the laws of the State of Idaho.
1.2 ACHD owns and has exclusive jurisdiction over the public right-of-way located in
Ada County, Idaho, municipally described as S. Recreation Avenue, Meridian, more particularly
described and/or depicted on Exhibit "A" attached hereto (the "Right-of-Way").
1.3 Idaho Code § 67-2332 expressly authorizes the Licensee and ACHD to enter into
agreements to perform any governmental service activity or undertaking that is authorized by
law and within the power, privilege or authority of said agencies.
1.3 Licensee desires a license to use the Right-of-Way for the limited purposes
hereinafter set forth, and, for the consideration and on the terms and conditions hereinafter set
forth, ACHD is willing to extend such license to Licensee.
SECTION 2. LICENSE; LICENSE NOT EXCLUSIVE.
2.1 On the terms and conditions hereinafter set forth, ACHD hereby extends to
Licensee a license on, over, across and under the Right-of-Way for the following uses and
purposes ("Authorized Use") and no others:
Licensee is to construct, install and maintain features consisting of trees, grass,
perennials, and landscape irrigation system per Exhibit B and the ACHD approved civil
drawings located within ACHD right-of-way and easements along S. Recreation Avenue.
In general, coniferous trees are prohibited within the right-of-way. If allowed, the tree or
shrub must be less than X in height at maturity. Final grading of landscaped areas shall
slope away from right-of-way "hardscape" improvements including the edge of
pavement, curbing and sidewalks. In general, licensee to install landscaping and
TEMPORARY LICENSE AGREEMENT- Page 1
(3/29/06)
Item#5.
sprinklers in a manner to eliminate irrigation flows and/or ponding of irrigation water
within the ACHD Right of Way. Licensee shall observe the 40-foot sight triangle and will
not plant any shrubs or trees within the area or over any utility lines. All trees in the
public right-of-way shall be maintained by Licensee for clearance of 14 feet over all
roadways as measured at the gutter plate, and 8 feet over all sidewalks. Licensee to
contact Digline Inc., prior to start of construction. Licensee to contact Construction
Services at 387-6280 to verify if a construction permit is required.
2.2 This Agreement does not extend to Licensee the right to use the Right-of-Way to
the exclusion of ACHD for any use within its jurisdiction, authority and discretion or of others to
the extent authorized by law to use public right-of-way. If the Right-of-Way has been opened as
a public Highway (as used in the Agreement the term "Highway" is as defined in Idaho Code §
40-109(5)) Licensee's Authorized Use is subject to the rights of the public to use the Right-of-
Way for Highway purposes. Licensee's Authorized Use is also subject to the rights of holders of
easements of record or obvious on inspection of the Right-of-Way and statutory rights
of utilities to use the public right-of-way. This Agreement it is not intended to, and shall not,
preclude or impede the ability of ACHD to enter into other similar agreements in the future
allowing third parties to also use its public rights-of-way, or the ability of ACHD to redesign,
reconstruct, relocate, maintain and improve its public rights-of-way and Highways as authorized
by law and as it determines, in its sole discretion, is appropriate.
SECTION 3. CONSTRUCTION, OR INSTALLATION OF IMPROVEMENTS. Any repairs or
maintenance, of the Licensee's improvements currently located in the Right-of-Way or the
installation or construction of improvements by Licensee in the Right-of-Way as permitted by the
Authorized Use, (the "Improvements"), shall be accomplished in accordance with designs, plans
and specifications approved in advance and in writing by ACHD as required to satisfy applicable
laws, its policies and good engineering practices. In approving such plans and specifications,
ACHD assumes no responsibility for any deficiencies or inadequacies in the design or
construction of the Improvements, and the responsibility therefor shall be and remain in
Licensee.
SECTION 4. WAIVER AND ESTOPPEL STATEMENT BY LICENSEE. Licensee
acknowledges and agrees that the license granted herein is temporary, and merely a permissive
use of the Right-of-Way pursuant to this Agreement. Licensee further acknowledges and agrees
that it specifically assumes the risk that the license pursuant to this Agreement may be
terminated before Licensee has realized the economic benefit of the cost of installing,
constructing, repairing, or maintaining the Improvements, and Licensee hereby waives and
estoppels itself from asserting any claim that the license is in any way irrevocable because
Licensee has expended funds on the Improvements and the Agreement has not been in effect
for a period sufficient for Licensee to realize the economic benefit from such expenditures.
SECTION 5. TERM.
5.1 The term of this Agreement will commence on the day of
20 , and will continue until terminated by either party, with or without cause, which
termination shall be effective following THIRTY (30) DAYS advance written notice of termination
given to the other party. Upon expiration of the THIRTY DAYS, ACHD shall record a Revocation
of License Agreement in the Official Real Property Records of Ada County, Idaho.
5.2 If Licensee defaults in the performance of any obligations incumbent upon it to
perform hereunder ACHD may terminate this Agreement and the rights extended to Licensee
TEMPORARY LICENSE AGREEMENT- Page 2
(3/29/06)
Page 121
item#5. hereunder at any time, effective at the end of thirty (30) days following the date ACHD shall
provide written notice of termination to Licensee, which notice shall specify such default(s).
Licensee shall have such thirty (30) day period to correct and cure the specified defaults, and if
so corrected and cured, to the satisfaction of ACHD, this Agreement shall not be terminated but
shall continue in full force and effect.
SECTION 6. FEE. There is no annual fee for the Licensee's Authorized Use of the Right-of-
Way under this Agreement.
SECTION 7. MAINTENANCE: FAILURE TO MAINTAIN; RELOCATION OF UTILITIES.
7.1 At its sole cost and expense, Licensee shall maintain the Improvements in good
condition and repair and as required to satisfy applicable laws, the policies of ACHD and sound
engineering practices. Licensee shall have access over, across and under the Right-of-Way for
the purposes of accomplishing such repair and maintenance.
7.2 If the Highway on and/or adjacent to the Right-of-Way is damaged as a result of:
(i) the performance by Licensee of the maintenance required by section 7, or
the failure or neglect to perform such maintenance; and/or
(ii) Licensee's design, installation or use of the Improvements, regardless of
cause;
at its sole cost and expense Licensee shall forthwith correct such deficiency and restore the
Highway and the surface of the Right-of-Way to the same condition it was in prior thereto, and if
Licensee shall fail or neglect to commence such correction and restoration within twenty-four
(24) hours of notification thereof, ACHD may proceed to do so, in which event Licensee agrees
to reimburse ACHD for the costs and expenses thereof, including, without limitation, reasonable
compensation for the use of staff and equipment of ACHD.
7.3 Notwithstanding the provisions of section 7.2, should an emergency exist related
to the Licensee's use of this license which threatens the stability or function of the Highway on
or adjacent to the Right-of-Way or the safety of the public use thereof, ACHD shall have the
right to immediately perform, on behalf of, and at the cost of Licensee necessary emergency
repairs.
7.4 Licensee will be responsible for the relocation of any existing utilities located on
the Right-of-Way as may be required in connection with any construction or installation of
Improvements by Licensee in the Right-of-Way.
SECTION 8. RELOCATION OF IMPROVEMENTS. If during the term of this Agreement ACHD
requires, in its sole discretion, at any time, and from time to time, that the Highway on and/or
adjacent to the Right-of-Way be widened and/or realigned, redesigned, improved and/or
reconstructed, Licensee hereby accepts responsibility for all costs for relocating, modifying or
otherwise adapting the Improvements to such realignment and/or relocation and/or
reconstruction if required by ACHD, which shall be accomplished by Licensee according to
designs, plans and specifications approved in advance by ACHD in writing; provided ACHD
gives Licensee adequate written notice as necessary to allow Licensee to redesign, relocate,
modify or adapt the Improvements to the realignment and/or relocation and/or reconstruction of
the Highway and also licenses Licensee such additional area of its right-of-way, if any, as may
be necessary for the proper operation of the Improvements.
INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 3
(3/29/06)
Page 122
Item#5.
SECTION 9. PERMIT. If the proposed construction and installation of the Improvements, or
any reconstruction, relocation or maintenance thereof requires Licensee to obtain a permit
under ACHD policies, Licensee shall first obtain such permit from ACHD (Construction Services
Division) before commencing such work, and pay the required fees and otherwise comply with
the conditions set forth therein.
SECTION 10. NO TITLE IN LICENSEE. Except as expressly provided herein, the terms and
conditions of this Agreement shall not create any type of property right, title or interest in
Licensee in or to the Right-of-Way other than the right to temporarily use the same pursuant to
the terms of this Agreement.
SECTION 11. NO COSTS TO ACHD. Any and all costs and expenses associated with
Licensee's Authorized Use of the Right-of-Way, or any construction or installation of
Improvements thereon, or the repair and maintenance thereof, or the relocation of
Improvements or utilities thereon, or the restoration thereof at the termination of this Agreement,
shall be at the sole cost and expense of Licensee.
SECTION 12. TAXES AND ASSESSMENTS. Licensee agrees to pay all special assessments
and personal property taxes that may be levied and assessed on the Improvements during the
term of this Agreement.
SECTION 13. RESTORATION ON TERMINATION. Upon termination of this Agreement,
Licensee will promptly remove all Improvements and restore the Right-of-Way to at least its
present condition, less ordinary wear and tear. Should Licensee fail or neglect to promptly
remove the Improvements and restore the Right-of-Way, ACHD may do so, and assess
Licensee for the costs thereof. Provided, ACHD and Licensee may agree in writing that some
or all of such Improvements are to remain on the Right-of-Way following termination, and by
entering into such an agreement Licensee thereby disclaims all right, title and interest in and to
the same, and hereby grants such Improvements to ACHD, at no cost. Further provided, if the
Authorized Use of the Right-of-Way under this Agreement is for landscaping in ACHD right-of-
way and the irrigation and maintenance thereof, and the general purpose government with
jurisdiction has adopted ordinances, rules and regulations governing the landscaping and
maintenance of such right-of-way by owners of the adjacent property, to the extent such owners
are obligated to maintain and irrigate the landscaping Licensee need not remove the same from
the Right-of-Way.
SECTION 14. INDEMNIFICATION. To the extent permitted by law, Licensee covenants and
agrees to indemnify and hold ACHD harmless from and against any and all claims or actions for
loss, injury, death, damages, mechanics and other liens, arising out of the failure or neglect of
Licensee, Licensee's employees, contractors and agents, to properly and reasonably make
Authorized Use of the Right-of-Way or properly construct, install, plant, repair or maintain the
Improvements thereon, or that otherwise result from the use and occupation of the Right-of-Way
by Licensee, and including any attorney fees and costs that may be incurred by ACHD in
defense of such claims or actions indemnified against by Licensee hereunder. For claims or
actions arising out of failures or neglects occurring during the term of this Agreement Licensee's
obligations pursuant to this section shall survive the termination of this Agreement.
SECTION 15. COMPLIANCE WITH LAW; WASTE AND NUISANCES PROHIBITED. In
connection with Licensee's use of the Right-of-Way, throughout the term of this Agreement
Licensee covenants and agrees to: (i) comply and observe in all respects any and all, federal,
state and local statutes, ordinances, policies, rules and regulations, including, without limitation,
INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 4
(3/29/06)
Page 123
item#5. those relating to traffic and pedestrian safety, the Clean Water Act and/or to the presence, use,
generation, release, discharge, storage or disposal in, on or under the Right-of-way of any
Hazardous Materials (defined as any substance or material defined or designated as hazardous
or toxic waste, material or substance, or other similar term, by any federal, state or local
environmental statute, regulation or occurrence presently in effect or that may be promulgated
in the future); (ii) obtain any and all permits and approvals required by ACHD or any other unit of
government; and (iii) commit no waste or allow any nuisance on the Right-of-Way. To the
extent permitted by law, Licensee covenants and agrees to indemnify and hold ACHD harmless
from and against any and all claims, demands, damages, liens, liabilities and expenses
(including without limitation, reasonable attorneys' fees), arising directly or indirectly from or in
any way connected with the breach of the foregoing covenant. These covenants shall survive
the termination of this Agreement.
SECTION 16. ASSIGNMENT. Licensee, upon the prior written consent of ACHD, may sell,
assign or otherwise transfer this Agreement. Upon execution of the Assignment, the assignee
assumes all obligations, warranties, covenants and agreements of Licensee herein contained.
SECTION 17. ATTORNEYS' FEES. In any suit, action or appeal therefrom to enforce or
interpret this Agreement, the prevailing party shall be entitled to recover its costs incurred
therein, including reasonable attorneys' fees.
SECTION 18. NOTICE. Any notice under this Agreement shall be in writing and be delivered in
person, or by United States Mails, postage prepaid, or by public or private 24-hour overnight
courier service (so long as such service provides written confirmation of delivery), or by
facsimile verified by electronic confirmation. All notices shall be addressed to the party at the
address set forth below or at such other addresses as the parties may from time to time direct in
writing by notice given the other. Any notice shall be deemed to have been given on (a) actual
delivery or refusal, (b) three (3) days following the day of deposit in the United States Mails, (c)
the day of delivery to the overnight courier, or (d) the day facsimile delivery is electronically
confirmed.
If to ACHD: Ada County Highway District
3775 E. Adams St.
Garden City, Idaho 83714
Attn: Right of Way Division
If to Licensee: City of Meridian
33 E. Broadway Ave.,
Meridian, Idaho 83642
SECTION 19. SUCCESSORS AND ASSIGNS. This Agreement, the license herein extended,
and the covenants and agreements herein contained shall inure to the benefit of and be binding
upon the parties hereto and their successors and, if consented to by ACHD under section 16,
Licensee's assigns.
SECTION 20. EXHIBITS. All exhibits attached hereto and the recitals contained herein are
incorporated herein as if set forth in full herein.
SECTION 21. RECORDATION. This Agreement shall be recorded by ACHD upon execution in
the Official Real Property Records of Ada County, Idaho.
INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 5
(3/29/06)
Page 124
item#5. SECTION 22. Warranty of Authority to Execute.
22.1 The person executing this Agreement on behalf of ACHD represents and
warrants due authorization to do so on behalf of ACHD, and that upon execution of this
Agreement on behalf of ACHD, the same is binding upon, and shall inure to the benefit of,
ACHD.
22.2 If Licensee is not a natural person, the person executing the Agreement on
behalf of Licensee represents and warrants due authorization to do so on behalf of Licensee,
and that upon execution of this Agreement on behalf of Licensee, the same is binding upon, and
shall inure to the benefit, of Licensee.
IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed
the day, month and year first set forth above.
[Space left intentionally blank]
INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 6
(3/29/06)
Page 125
LICENSEE: City of Meridian
Robert E. Simison, Mayor
Attest by Chris Johnson, City Clerk
STATE OF IDAHO )
) ss.
County of Ada )
This record was acknowledged before me on 1-25-2022
[date]
by Robert E. Simison and Chris Johnson on behalf of the city of Meridian, in their
capacities as Mayor and City Clerk, respectively.
Notary Public
My commission expires: 3-28-2022
Residing in Meridian, Idaho
Notary for Idaho
INTERAGENCY TEMPORARY LICENSE AGREEMENT - Page 7
(3/29/06)
ADA COUNTY HIGHWAY DISTRICT
Kent Goldthorpe, President
Attest by Bruce S. Wong, Director
STATE OF IDAHO )
) ss.
County of Ada )
This record was acknowledged before me on 20 by Kent
Goldthorpe and Bruce S. Wong on behalf of the Ada County Highway District, in their
capacities as Commission President and Director, respectively.
Signature of notary public
Residing in:
My commission expires:
EXHIBITS
Exhibit A- Description of Licensee's property
Exhibit B- Depiction of ACHD Right-of-Way
Exhibit C-Authorized Use of Right-of-Way
INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 8
(3/29/06)
ADA COUNTY RECORDER J.DAVID NAVARRO AMOUNT 8.00 2
Item#5. BOISE IDAHO 05115109 04:20 PM
EPUTY RECORDED Allen REQUEST OF
PioneerfifleCo , Pioneer 10905b418
6 0 1 N 6 6 £ Y0N0
8151 W.Rifleman Ave./Boise
Idaho 83704/(208)377-2700
303702
WARRANTY DEED
Gregory
For Value Received GB.Johnson and Heidi M.Johnson,Husband and Wife
hereinafter referred to as Grantor,does hereby grant,bargain,sell,warrant and convey unto
City of Meridian,an Idaho Municipal Corporation
hereinafter referred to as Grantee,whose current address is 33 E.Broadway Ave,Meridian,Id 83642
the following described premises,to-wit:
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF.
Together with all appurtenant water rights;including surface water from New York Irrigation
District for irrigation of approximately 77 acres and a portion of water right 63-11703 consisting
of 0.78 cfs and 337.5 afa for irrigation of 75 acres
To HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee(s),and
Grantees(s)heirs and assigns forever. And the said Grantor(s)does(do)hereby covenant to and with the
said Grantee(s),the Grantor(s)is/are the owner(s)in fee simple of said premises;that said premises are free
from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made,
suffered or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications,
easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and
assessments, includes irrigation and utility assessments,(if any)which are not yet due and payable,and that
Grantor(s)will warrant and defend the same from all lawful claims whatsoever.
Dated: May 11,2009
gory . ohnson Heidi M.Johnson /f
STATE OF Idaho, County of Ada,ss.
i
On this /3 day of May,in the year of 2009,before me the undersigned,notary public
personally appeared Gregory B.Johnson and Heidi M.Johnson known or identified to me to be the
person/persons whose name is/are subscribed to the within instrument,and acknowledged to me that
he/she/they executed the same.
°°9a®oeoeeue®essooa
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° Susan J.Merrit
d, °°AUBLIG °®° m Notary Public of Idaho
Residing at Caldwell �y 5
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Page 128
Item#5. PARCEL 2410: EXHIBIT A
A portion of the East half of the Northwest quarter of Section 5, Township 2 North,Range 1 East,
Boise Meridian,Ada County,Idaho more particularly described as follows:
Commencing at the North quarter corner of said Section 5 from which the West 1/16 comer of said
Section 5 bears North 89058122"West,1331.92 feet;
Thence along the North-South centerline of said Section 5,South 00'01'18"West,500.00 feet to
the REAL POINT OF BEGINNING;
Thence continuing along said North-South centerline South 00°01'l8"West,2174.91 feet to the
Cl/4 corner of said Section 5;
Thence along the East-West centerline of said Section 5 North 89°52'48"West, 1329.59 feet to
the C-W 1/16 corner of said Section 5;
Thence along the West boundary line of the East half of the Northwest quarter of said Section 5
North 00*01'41"West,2672.76 feet to the West 1/16 comer of said Section 5;
Thence along the North boundary line of said Section 5 South 89°58'22"East,983.43 feet;
Thence leaving said North boundary line South 00*02'18"West,500.00 feet;
Thence South 89°58'22"East,348.63 feet to the REAL POINT OF BEGINNING.
i
i
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Page 129
I
Item#5.
0 0
3 Y _
56.50'ROW w Z _
31.00'TBC TO TBC U - E
00 E=ys
ILL c -
2.00' 12.50' 18.50' 8.00, 10.00, 5.50' U _-6 V _ - U
��o s z
U ---'_ _d" '- o
2 1.00'LANDING > s 3 = _ _
H 8.00' 2.00' -0.25% @ 2.0/MAX.
+/ 0
2/ 1.5/ NOTES:
2.00 wd Z
2.00' 2.00' _
°
o o F 2
EXISTING 3;�M / //\ ° ° %/�%j%/\\%/\\%/\�%j\\%j O O O°O Fll///05�1//
\ \%/\%/\` 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE Q � 9 o o c 9Uo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\/ ° ° /\/` PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE w = ` ° 'N GRADE \\ a a a a a a a a a a a a a a" �l�`\\ \\ \ \\ o oO o0 0 0 �\ - a �00 00 00 000 oa o0 000 o �y � N� o0 0 0 0 0 0 0 0 o O o °° °° °° °° °° °° °° °° °° °° °° °° °° °° /\/\/\/\/\/\ \/ /\/\ \\�\/\ ` ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE - - T o
SUBGRADE a - o
\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\\\\ \ \ THERETO. SEE SHEET C.DT.2 FOR ADDITIONAL EARTHWORK o Z
\//\/\ /' \/\/\/�/�//� \ i3"THICKNESS OF PLANT NIiX PA`✓EMENT(112"SP-3 MIX DESIGN 64-28) /\/ //\/' 6"VERTICAL CURB PER ACHD REQUIREMENTS. ° o aL o= N
COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) CONCRETE SIDEWALK
SUBGRADE SUPPLEMENTAL STANDARD - � i
DRAWING SD-701 PER ACHD SUPPLEMENTAL 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2" MIX P° - Z
STANDARD DRAWING SD-709 w t
a.o"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE DESIGN(PG-64.28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC = ° 2 ° = 3 w a
6"VERTICAL CURB PER N a o ¢ c.E o a
ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL
STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY SECTION 810"PLANT MIX PAVEMENT". Z
20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS
COMPACTED TO95%MAX DRY DENSITY PER ASTM D1557 3. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&6" U 2 o Z
SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR N o=2
STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH °
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 DIVISION 800 OF THE ISPWC. a ° n` ` 0
C EN �c O
4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS c o o E 3
ROADWAY SECTION #1 S. RECREATION AVE. STA 6+44.92 TO 8+22.09 SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR a
PLACING SUBSEQUENT LIFTS.
a Z N
C.RD.O 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH U E T
THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE o a
ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS - _ ` a
a� o
THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S N N o o o
°� 0 GEOTECHNICAL REPRESENTATIVE. � Z
VARIES67.50'TO73.50'Row 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK a m w a af o
VARIES 42.00'TBC TO TBC OF CURB.
2.00 18.00, 24.00' 1 8.00, 10.00, 5.50'
U TO
x 8.00'VARIES 1.000'LANDING '
F 1.50/o
2.00'� ° +l-0.25% 2.0%MAX.
0 8.00'TO 12.00' 2% 2% 2.00' 1.5%
MATCH
EXISTING �°
0.
GRADE //\\% P. ° °O o0 o O ° °O O O° O O O O O O O 0000 O O O O O O TYP. /\/\/\
° °° o0 00 00 00 00 00 00 00 00 00 00 °° o ° \ \/
\//\//\ \ \ \ \ \ \// / / / SUBGRADE CONTACT DKXJNE
\\\\\\\\\\\ \ \\/\/\/\\/ \ \/\/\/ /
/// \/.\ s' f�c�Ess`�FL��r f�nP `MfI � MrxlS�si�w ,\/\/\ r\ ,\\,\\r\\ \\ lcdL u�y
CONCRETE SIDEWALK p�CHOV�
\r\\\ COMPACTED TO 95°/OF MAX THEORETICAL DENSITY(HVEEM) SUBGRADE SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL per y1MNG
/i/r• pM
6"VERTICAL CURB PER 4.0"THICKNESS of% DRAWING SD-701 STANDARD DRAWING SD-709"MINUS CRUSHED AGGREGATE BASE 1-800-942-=5
ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL
STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY
20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR
STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
CV
ROADWAY SECTION #2 - S. RECREATION AVE. STA 9+47.21 TO 11+35.11 _ w
2 Q Q
C.RD.O 0 a 0
W QQ
LL
O w
VARIES 53.00 TO 56.50'ROW } ;
31.00'TBC TO TBC Q
v 18.50' RIES �2.00' 12.50' T �
= J
1.00'LANDING
H 8.00' 2.00 y - - 1.50%+l-0.25% @ 2.0%MAX. F
O 2% 2% 2.00' 1.5%MALu
TCH 2.00' 2.00' r
px � U
EXISTING GRADE 3.4� VA/ Oaf Z7 Ua A//A//A//A//A//A//A// 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 0°0 0 w
�' oOoO OoO // // /
° ° ° ° \M \ \ \ \ o 00 00 00 \ `` > O
O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O
\\//\\//\\//\\ O0000000000 O o0 00 00 00 00 00 00 00 00 00
\\\\ \\�C\KNSS/(�F PL�TNT/I�I1X\��VhENT/(�13\ '3/M�X\/�\\/�\\//�\/\\\/ \//\\ \\ \S U B\GRADE /\/�\�/�\/////r///�///// //, SUBGRADE
/ /r \ i S - DESIGN64.28 /\/ /�/' �6 VERTICAL CURB PER ACHD CONCRETE SIDEWALK cC�OOAL F
COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) SUPPLEMENTAL STANDARD PER ACHD SUPPLEMENTAL <-<IS5 v�
DRAWING SD-701 STANDARD DRAWING SD-709 �`` t�G\STE F �F
6"VERTICAL CURB PER 4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE
ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL
STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY
20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR
STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS S� 11-23-21
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 OF �pP
ASS /( ER���S�
ROADWAY SECTION #3 - S. RECREATION AVE. STA 12+64.64 TO 15+29.40 3 , O 't •
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47.00'TBC TO TBC
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� VARIES 2.00'
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2
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GRADE
/\//\//TYP 0 00 00 00 00 00 00 00 0 0 0 o O n o0 00 00 oa o00o O O Oo0o0o 0 0 0 0 0 0 � ° � ° ° TYP. \ \ \ \\� \\ \/\\/\\ \/\\\\ o
°pO0O°°°O°°°O°°°O°°pOOO / / / / / \ \ \ \ \ \ \j /�/\ \/�
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COMPACTED TO 95%OF CONCRETE SIDEWALK MAX THEORETICAL DENSITY(HVEEM) SUBGRADE SUPPLEMENTAL STANDARD m/r. PER ACHD SUPPLEMENTAL
DRAWING SD-701
4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE STANDARD DRAWING SD-709 o
6"VERTICAL CURB PER COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 o a
ACHD SUPPLEMENTAL GRANULAR STRUCTURAL GRANULAR STRUCTURAL
STANDARD DRAWING SD-701 20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE FILL AS REQUIRED BY FILL AS REQUIRED BY o
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 SITE CONDITIONS SITE CONDITIONS a
Z
STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR O
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS Ln
w w�
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ROADWAY SECTION #4 - S. RECREATION AVE. STA 16+96.49 TO 17+96.49 =�
4 �Y
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5.00' 18.00, 24.00' 8.00, 10.00, 2.00' C
U J
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1.50% 2.0%MAX. r
0 8.00' 2.00'� ° 1.5% +l-0.25% @ '+ U
2/0 2% /2.00' ~- V Z
MATCH 2.00' 2.00' X ~- Lu'w
EXISTING f \ // 1100
//\//\//\//\//\// O O O O O o O ° ° \/ v/ (D > � rn w
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GRADE \ 0.50'- a a a a a ° a a a l \0.50'\ \ \ \ \ \ v
°o ° J Q m z � CO
\ \ \ opOoOoo°Op0 O o 00 00 00 00 00 00 00 00 00 0 00 \ \ \ \ \ \ \ \�A\�A 0 w
/ /VA/AA/VA/VA/ 0 0 0 0 0 0 0 0 0 0 0 0 /A/\ \/A/A/\/A/A/A / / A/AA/AA/VA/VA/VA/VA/AA VA/A/ o coo }
�V \ \/\ \ ��V` �� VV1// V ��V1VV/1VV/ /V//V//V//V//V//V//V//V//V/ //\ V//V//V// /V//V//��V//�V///VVV///VVV///VV//VA .�/ SUBGRADE 0 � c1l m
\/\ /\\/\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\ \ \ '3�fHICKNEE 5OFFCRNT M (11Z"5P�3Mh�6 N6428�\//\//%\/%\//\\//�\///\/\\/�\//\\/�\/\\/\ r\\r\ r\ r\\r\\r\\ \\� V TICdL'C\UR6PER7�cHD\r\ CONCRETE SIDEWALK O w w a Q
COMPACTED TO 95%OF MAX THEORETICAL DENSITY(HVEEM) /\�\/ // / SUBGRADE SUPPLEMENTAL STANDARD a 0-1
a
DRAWING SD-701 PER ACHD SUPPLEMENTAL
6"VERTICAL CURB PER
4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE STANDARD DRAWING SD-709
ACHD SUPPLEMENTAL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 GRANULAR STRUCTURAL GRANULAR STRUCTURAL JOB NUMBER:
STANDARD DRAWING SD-701 FILL AS REQUIRED BY FILL AS REQUIRED BY
20.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE SITE CONDITIONS SITE CONDITIONS I D B 19075
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
SEE SHEET C.DT.2 FOR SEE SHEET C.DT.2 FOR DATE: 09/29/21
STRIPPED,PREPARED NATIVE SUBGRADE OR GRANULAR STRUCTURAL FILL EARTHWORK REQUIREMENTS EARTHWORK REQUIREMENTS Q
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
SHEET NUMBER:
ROADWAY SECTION #5 - S. RECREATION AVE. STA 18+88.49 TO 19+03.49 °a C.RD.O
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Page 130
Item#5.
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■ _ 5
■ 1. 6"VERTICAL CURB AND GUTTER (TBC) PER ACHDo
_
v U
.■
SUPPLEMENTAL STANDARD DRAWING SD-701 _ 21
2. CATCH SLOPE LIMIT. LD
BRIGHTON DE ELOPMENT, INC. ■ 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD o o 0 ° o
■ DRAWING SD-709. Z
\\\ S1405120902 10+47.67,23.00'L 0 4. ASPHALT PAVEMENT(COLLECTOR ROADWAY) -SEE SHEET
\ �\ LIP:2747.83 ■ C.RD.O. o -
\2j¢g` FL:2745.80 10+35.64,23.00'L � ■ 3 s `
LIP:2747.88 ■ 5. NOT USED. a r s E
FL:2746.07 6 FL:2745.91 ■ 0 ,O o Y
0 o o . U yj
\\\ \\ C
\\ \ 6. CONSTRUCT DITCH -(SEE C.RD.0).
a .. ................ ............................................... .:g.. - y ` - W a
_ .. L E a3 n y.....55+4HKi::.... ................. .... ° .......... .. .. ' _
..................... ....................rp.B........................................... ........ _�................. -0.s� gag 7. 10 WIDE TYPE-II SIDEWALK TERMINUS BARRICADE PER ACHD +, W
-- -------- ----------------- ----- EDGE - - -
FL:2747.86 ----------- 6 ��----------------------------------FL:2746.66----- 6 ------------
- -- �.................,_-
SOB..-_... ._....._. ._ A 5% W - -
o._.o Tt IFC.�_0.4%............................. N C- ■ o STANDARDS BARRICADES SHALL HAVE THICKENED E Q
m
c
a Z
N
E._. dsSd
0
`rb� " o e ALUMINUM W/6"WIDE RETRO-REFLECTIVE RED/WHITE � U era ti ° }
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c '...............2748...........................................................o ........... .................2748........ .... ,..................... c w
TpB................... 'TOB o T0� .............................................TOB.................................. ..... :•:: :......::�.............................
•••••••••••••• . - - � DIA NAL DE AL PAINTED I N ARE N TALL WED. � _ _
.. T.08....................... - -T Q. `.....:.- - _ _ - - - - KICK PLATE AT THE BOTTOM TO _ ` a
....»»....•..•..»»»».::•::•..,�-:::':.:•.:............x-......................... ........ o - y ................ .......................... :::A.5% d L
a
••••••••••"""""""""���� """' BARRICADE MUST HAVE A `�....... q =� � ° w
+ fioe.....� TaD................................... o ..roe'..............-0.�°�......\....... T0'9................................................... -0.� �8... _ _ �� - PROVIDE CANE DETECTION. z
6 44.92,10.50'L 0 _
.............. .....................
e o......................................................� �' 9+47.21,16.00'L
°'...... - o MZ l 1 +15.44,16.00'L.... •. 1 MZ l rn N ° e y o
LIP:2749.50 f N 6 2749--"""••••••••••••........................ f - - o - 8 3 8. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL
-.._ ....�. ....-............ 1 LIP:2747.90 N Z
- - - - �- - - - 12w - - - -
T - - - - - .......
LIP 274817lc� - DRAWING SD 708
N = o�
RECREATION AVE. N:84973.0545�
• � •-"""•••••••••... 8+22.09 10.50'L� 12w I � � 10+00 0 �••••"""� � 9 TYPE-III SIDEWALK TERMINUS BARRICADE PER ACHD
N:85275.2227 Z l M l c%IMZ l MZ l 4 M �nz.l. MZ l LIP 748 79 9+00-------- E:462190.3787 SO 01'18.00"W
S. RECREATION AVE. COLLECTOR d� 9 dol o_o-___ SO 01'18.00"w-- �749 2 --- 51.91 - 125.461' �y V STANDARDS.
- ---
bom
ROADWAY IMPROVEMENTS FROM THE 2749-----------2749------$ 00 � - 125.119 --
_dog dol E:462184.9929 1 7+00 � � � + -__--_ S2 2
--- o -- - ---- _ --
------------ __ 9+47.21 - ------ _- -- ---
ROADTERMINUSTOW. LAKEHAZEL �_ - -- --722.088'---- ----2749--------- 0 �`r Not
6+44.92 ---- o- ROADWAY CENTERLINE(CL) CL:2748.50 -----_�___ - ---- -' 0 ■ W
M Lo N:85098.0551 ---
.............................
9
RD.TO BE COMPLETED BY OTHERS CL:2749.71' s8 s8 ___erg--- e � s8 s8 s8 s8 s8 s8 s8 g -SS-2748---sg------N o 0o g- QUARTER SECTION LINE `g .�g" �� _ '
UNDER ACHD CDA 4 E:462184.9259 . ......................
co
�T44.92,16.50'R I 1 __-2149- coo 2149 8+22.09 �� 8+22.09,16.50'R 1 �/ / 9+47.21,22.00'R tO N 2148 ... 1 4 m ■ W
LIP:2749.38 CL:2749.00 LIP:2748.67 -/ LIP:2748.06 ■ W 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A
.
--
-s MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION.
------------
____
o // __ ___ `\-- ---_-_____2747 -- -_ ■ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED CONTACT DIGLINE
?�49•...._ �/ _ co___- \\--------------.2747__i WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 48-HOURS
co
/ 7 - RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH BEFORE DIGGING
°
° a
v °
°n
°
°
STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 1-800-842-IN5
"
3
?15Q DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS
2747-�-
. ........................................... - __-- /
FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND
- ..................................2748................................:::. �� o
PROVIDE A COPY OF THE COMPACTION TEST REPORTS.
o o o..................... o..�
l. ............................................................0 2749 1 tip............... ,�, 2748........................................................ r
EP EP ... ............................2749 - r -- ....... N --.----------2748. a._...... . N -_ - ..."? -
- ...:....1.. ............ ................................�!. ui
N
yya........ ..�...............�...... ..�.
_ . -_- _..-......- . . -- N 2747...............................:......_..:......_........_..:......... 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK
-___- d01 /...................' N........................:. ............�...... ..,....� ..
--______ -_-� 2747•••• - - - - - ' - ' - ' - ' - ' - ' - - - - ' _ WITHIN ASPHALT PAVEMENT AREAS
III III I 2 <, 2 4
�'27�= ■ . PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS N
ACHD SLOPE EASEMENT _____ dp1 //// ��°6�/ �j� I ACHD SLOPE EASEMENT 2 ■ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL w
�< 2 dol ■ EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING Q Q
III FIRE STATION II D PARI( ��/�- o� ����/ -- ------- ®- --------------®-------- -0 PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND 0 a p
y - / ® 0 ®® ■ DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN
j4 Y -
■ UNINTERRUPTED THROUGHOUT THE DURATION OF W Z
III III CONSTRUCTION. O_ 0
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6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+55 yT 11-23-21oP
2756 2756 'poss OF R\c�go�
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FUTURE ROADWAY APPROXIMATE EXISTIHNG
CENTERLINE PROFILE LU `n
BY OTHERS BEGIN ROADWAY IMPROVEMENTS GRADE AT ROADWAY C/L a 10
UU
K 0
FINISHED GRADE AT ROADWAY C/L <z
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NUMBER:
111311319075
DATE: 09/29/21
S. RECREATION AVE. (STA 6+44.9 TO 1 +55) 0 SHEET NUMBER:
w oc
J
2736 2736
C.RD.1
6+00 7+00 8+00 9+00 10+00 10+55
Page 131
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■ SUPPLEMENTAL STANDARD DRAWING SD-701. � W
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_ o=5�
■ FL:2745.53
■ 2. CATCH SLOPE LIMIT. r�s o a�_ o ti z
■ GRVL:2747.74 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD _ o
■ GRVL:2747.53 - E F
■ 11+09.69 23.00'L DRAWING SD-709. �V/ `° -
Z
■ 10 LIP:2747.59 BRIGH ON DEVELOPMENT, INC. 4. ASPHALT PAVEMENT (COLLECTOR ROADWAY) -SEE SHEET • °
C.RD.O. 2
yoga
10 ■ I I 12.63' FL-MA:2746.69 /
■ o \\ 6 FL:2745.17 = -
7 \ q FL:2745.80 / 5. SEE STORM DRAIN ON "SD" SHEETS. a �y=Q o z
■ I" _ 6. CONSTRUCT DITCH -(SEE SHEET C.RD.0). o o o
■ e 7
13 7 FL:2745.86 �/ L � E'" � N
o �� '•� -� •. '••••.., �`� 7. SEE GI SHEETS FOR GRAVITY IRRIGATION REQUIREMENTS. �
. :. :
I .s% clj)o o \ \ :. ........... ............................................. 8. SIDEWALK PER ACHD - - -
-......pB--..-..--- ---
CONCRETE DRIVEWAY WITH DETACHED SIDEWA � }' ' ��"� � W
�FL:2745.26 - - / SUPPLEMENTAL STANDARD DRAWING SD-710C. E o ` ` o 0
6 o \d a - p .............. FL:2746.26�0 7--------------6 V �aN w
Tae.... _ .T.Q
...................................................
p / IRRIGATION BOX ACCESS -6"THICKNESS CONCRETE SIDEWALK �
0
12 15.53' one.............- --__- ■ Q 3
- - � �� - -
801
o - "�•••• - - - ---- FL:2746.82 SUPPLEMENTAL STANDARD DRAWING SD 709 WITHIN■ PER ACHD SUPP
v, -__ ■ HATCHED AREAL Q o�a T Z �
---___ - o
80i _..._....::........ _
■ I I FL:2745.55 \ c - - """" - 6 10. RETAIN & PROTECT EXISTING DITCH. �H N = N
Z l 11+35.11,16.00'L w - w
r ■ I I - 10+72.67,16.00'L 11 � � M b � - ...... .......... -----_ - -
LIP:2747.67 I \ r LIP:2747.42 -MZ l MZ l -r_ _ _ - - - - -'. o
■ I I p ----- 11 Y GUTTER PER ACHD SUPPLEMENTAL - -
- ------- -------- mw o
11+29.67,16.00'L „:.,•., f3.................. - d o m
■ c=a o ��o
T.Q�............................................. _
�•••...; 11+00� LIP:2747.45 M�'i.. ._... - - - - - DRAWING SD-708.
■ CONCRETE VALLE ` y
SO 01 18.00 W SO 01'18.00 W 12+64.64,10.50 L - p - -
o -0 w.TOB ■ }�
12+00 g N MZl 4 MZI �
Co - - -
H 1 .. � 62.444' - -�-- -S2°2727'1� LIP:2748.05 _ - _ - - . ... .......... . 12.
10+72.67 o Z - -
�- _- -o-
Mz� Cog N """a �D""""2748 40;-■ TYPE-III ROADWAY TERMINUS BARRICADE PER ACHD
\ � --- - - ---- - - -----129.524'____-.._,� -�-- __ - --------13+00----- 1 - -----r�M��---- --- °� > ......■
W -- - -CL:2747.99 - ---2747 oc�o - N:84785.1495 =_- - - _ ____--_ 13+97.02,10.50'L --- - - - "2�48-•••••••• ••• 2749 �� STANDARDS. BARRICADE SHALL INCLUDE A SIGN THAT STATES '
W I in
■ 10+72.67,22.00'R E:462190.3076 - - _ 48 g STREET TO BE EXTENDED IN THE FUTURE
LIP:27 .5 e
_ -S8 ^ S -o-� '8 11+35.11 GB-LOW ROADWAY CENTERLINE(CL) S8 5 ..." ••.........E:462184.7587 S8 M S8��SB $. RECREATI VE --� _ 14+Q� 1 _
V) 8 LIP:2747.55 13. O a
' 3
_ ...
- N CL:2747.74
. 0 Ln5.
-_ r 2w�_,,, ■ �? TEMPORARY GRAVEL IRRIGATION ACCESS -6" THICKENSS F 3"
LLu ■ 8 7 1 11+35.11,22.00'R �/ QUARTER SECTION LINE 12+64.64•-••....?7� �� 1 SB \\ 4 CL:2748.80= w p AGGREGATE BASE COMPACTED TO 95/° MAX DRY
00 _ 13+97.02 PVRC �.-'.w•••••••• 1 12W 12W-7 MINUS °----- o
.. ..............................................
■ CL:2748.27 __ S-P - N:84523.7501 -- \ 15+00 ■ DENSITY.
LIP:2747.30 \ E•462175 95881 C.�
\\ SS� 14. GRADE BREAK. C INE
�O
___ .- - � o ••"'" o � � � C 12+64.64 16.50'R- 47 - ---c- \\ \ 13+97.02,16.50'R � � � fig•' W
■ ■ 48-HOURS
14.00' o 47
---\ i---- o LIP: od c \ o ?74 ■
,..... //T _ p s................ BEFORE DIGGING
■ w
o
°
10+79.60,42.00'R \° " ?74g a.. .. ��' ° ` ° �� ° " 3 o c„ \ °° p d "� " ° " rn \ ■ 1-8�-342-1.�J
° a
CON:2748.21 / 5 2 ... 3 ° ° ° . •
°
.
° c °
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Lu 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A
v ° f...............................................................................................� v
..........
.. ....... ..
2748.................................. .._....... ....................................._ " ° " a
9 r {g..........................
... .................................. ... o_ i� �..�................................................................. ........,...a... . o ■ MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION
- i a o.............
■ _.... b� 2747 �- - -,n - - -.................... - o - - - - - <o °" - " -co- - - - - -
........................
- _ r __________ ____ .�._�...,.,,,�.. ••.. ••.. .. .............,_._- _________. ____ _ - p a p 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED
"
■
ss fi ------ - - 2746 -�s------- ----- -------------- --L ------ °�'--------- ,Z___ N •••••..........,...............� - - " p oa �� , p o WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE
r `z 10+93.60,42.00 R - - - - - ° ° " < 3 . ° ° p
tiLn
CON:2748.16 2 \\ JY� 2 \ d°r\ 14 \�� 14cm `� e - a ; RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH CN
_� •. �� - - ° o STRUCTURAL FILL PER ISPWCISPECIFICATIONS. PROVIDE SOILS Lu
/ o� 3°\ ACHD SLOPE EASEMENT �� w ......N p .................2749- - Z U)
■ � ,,s' 2j¢ \ \ a N_ \ ...- - - -■ DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS Q
>-2747
■10+79.60,57.89'R -- �� -----------= - - ,.,::�------
.::
�. ■ FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 2
■ CON:2747.97 �v1...... ®® 10+93.60,57.89'R \�o\\\ ®® ®® DISCQVERY PARK \\ PROVIDE A COPY OF THE COMPACTION TEST REPORTS. a
■ CON:2747.92
14 2748y 3. PROVIDE TYPE SURFACE RESTORATION FOR UTILITY WORK W < Z
0 WITHIN ASPHALT PAVEMENT AREAS. 0
\ - - _ _ ■ 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS LL
REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL 0 W W
■ k \ \\! \ �� EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING >
■ k \�\ \ PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND O
■ \ / \��\ 2 °{ 2747 I ; DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN U
■ I ■ UNINTERRUPTED THROUGHOUT THE DURATION OF ui p k --------------------------------7---------------S CONSTRUCTION. F
\ 1
Lu
U
� �
S. RECREATION AVE. (STA 10+55 TO 15+20) °
Z SS�ONAL FiyG
0 20 40 �G\STE F�/"CO
FEET
3
11-23-21
10+55+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 doss ERc�go�
2756 2756
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• . . . -
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aco
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APPROXIMATE EXISTIHNG c� `� a to
a GRADE AT ROADWAY CIL a v
H ti as
N z�
v FINISHED GRADE AT ROADWAY CIL o
z.ol
D.40%
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0.40% z
2748 -0.40% _ 2748 0
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ACHD DI-1A APPROXIMATE EXISTING GRADE 42'RT
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ACHD DI-1 B a J W aLL
APPROXIMATE EXISTING GRADE 27'LT l
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JOB NUMBER:
ID619075
DATE: 09/29/21
S. RECRE TION AVE. (STA 10+5 TO 1 +20) J o SHEET NUMBER:
Lli
C.RD.2
2736 2736
10+55 11+00 12+00 13+00 14+00 15+00 15+20
Page 132
Item#5.
3...
w Z C=\�C U y y 9 Z
■ O 00 mv„yEo
■ 6 O W N
Keyed Notes 3 _ _
I O I-IL a N W o
1. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD V d
t
a0 o=�� o�-���3` z
0 0
■ Ao, SUPPLEMENTAL STANDARD DRAWING SD-701. _ o .
■ �\ j !� ��% o 2. CATCH SLOPE LIMIT. - _- Z
- ?o ff a s
■ I `9'hs 15 j \�� l III 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARDS
�� � = - -OZ
5
■ \\ I 9�� 3P A/�OFI/ y r /'/ \ Ill DRAWING SD-709. _ 's N Z
■ \ I tiF // , \2js7 .4 ASPHALT PAVEMENT (COLLECTOR ROADWAY) -(SEE SHEET
w / // \\ oc� _».w E�
---- i BRIGHTON DEVELOPMENT INP�� RIGHT OF WAY 1 sF�F ; I'I C.RD.0). `c. °N� o� E
N� 2 \� I/ - \ 5. TEMPORARY TURN AROUND ASPHALT PAVEMENT SECTION - ~� o N Z
/ Py I 1/ r - N=- �L
LL N S1405120902 ��� Py 33.00'FUTURE // N II I \ F� (SEE 3/C.DT.9).
FL:2747.37 // PUBLIC STREET \ N 11 \ \ -
FL;2749.13 y i I \ �6. ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). y Q o
15+29.40,10.50'L i I d P a
■ / QUARTER SECTION LINE I 18+15.96,23.00'L \ FL:2749.34 I I lII \ 7. SEE STORM DRAIN ON "SD" SHEETS. L - s E y == N
LIP:2749.12 17+95.99,16.00'L 9 18+69.01 23.00'L \ I 1 ` � E " Y
■ / I LIP:2753.75 ' FL-MA:2750.66 30 a a H a d a
LIP:2753.54 LIP:2753.26 \ FL:z7as.az- I I 3 L� -
■ FL:2748.38 I - IL 8. GRAVEL SHOULDER -6"THICKNESS OF4" MINUS CRUSHED v � � ; �= o
■ c / c I / ............... ......... ....T..8................_.................. .......... ..•• 0 9 /II \ o i 3 y y W
0 o I. ........................................ ..... l.............. C - - -
-- �- - .................. I o .T.QE.................................................. x \ AGGREGATE BASE COMPACTED TO 95/o MAX DRY DENSITY PER t;
r v _ v .. -0.a% cn a
................_.....:: :...... H• ...w •.:.:.................... �0.6%' �....... .................._.. ............................o:..... . ... ................2751........ ..... ....... ......:;..;; ..... TOE .. FL:z7so.sz SLOPE SHOULDER DOWNWARD AT 2%AWAY FROM a r d N
0 o -
ASTM D698
ono
.. P I E- dsS
•. i --••••••••••• � 20+08.49,16.00'L o TOB TOB .........................................T.fl.B..................... o ........................................._ ....-...... ........... .. ....................... .................................. .............. .•. •........... •TDB.� ..........................................................T.QB. TnB O
- d
_ ......... . e
t.............._............ _..........-........ - - p ,� �...... o....... _... - \ PAVEMENT. - W
.....,g714................................w.xa.......mx..:::::::so..«...............-.......-... M-
o M- ...... ........................2748.................. - - - - ... 2751 - - -
- g. - o w ::: o - - �o.... ....................................-............................ LIP:2750.66 c� U N
o......... ................. .. o �- rt o -.-�. ....
r - � .......... . .os^� 2749�............... . . -0.5%......TOF .....-0,6%........ ..... f� ..... ... o � ... �.. .......... .......... ..�....... . � :.. . ., o .. .....-,.,% .......................... ... . ................ , � o� Z �
.. .......e7 .... ^.: 'M
■........._�......../...............
------ ...... ---- - - - -
N .. ............ � .�--.-..,._,2752...... � ' � $ ... � ._ � _
T A ...... ..................... ................ %
_-- ---- __ 2751 ......^---- L._
- �-- ••• 0 3 2753 ••..;;v,��....• c _
e p/ �... I... 2752
N ..... .. -` OD
o ..............
C N � w Z
■ 2753_- Y TER PER ACHD SUPPLEMENTAL - -
.................. ........................ ..... � ......� I �•�••�. GUT R A
.. 10 CONCRETE VALLEY
N -
:...
�" 3 - -- '°' '°` '�- DRAWING SD-708 N N
_ 15+95.98,12.70'L v� 16+62.57 EVCS 0 L I ^- -- - ---- �3-- c=a o N E ^ a
N g 15+29.40 BVCS Mz l __ Mz l e Mz l w Mz 16+96.49,16.00'L Mz l Mz l o M 17+76.28 BVCS M r Mz l �. N LIP-HI PT:2753.70 Mz I ��- Z-- t_ Mz�'' z m �3 11. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C AND ADA _ o
-__ LIP:2749.64 oc o . 15 i . -LIP:2752.84 - o o ?> a m 4 a o o m
CL:2749.33 CL:2750.75 N 10 18+60.22 EVCS..• o S
1 _ 1 LIP:2751.45 4 CL:2753.52 1 s� ?> 1 / o STANDARDS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN
4 -��----- `'-- a '� - - o .3 Py / o o co I _20+08.49
U 16+00 --> ------ -_ Nf .tip r ------- �' 18+22.18 CL:2753.68 V .. tV
N:84224.7654 - ? CL:2750.98 RAMP SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE
S1°54'29.02"W E:462164.7654 17+00 ROADWAY CENTERLINE(CL) y 17+96.49 18+88.49 GB 4 E E.c. E.c.-
~ ■ - - - ;` 87 CL HIGH PT:2754.02 19+00 20+00'.. MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE
W ■ 167.083' - I - - :' o� SO°01'18.00"W C 2754•►� ... ..... CL:2753.17 ----- _ ;'•SO°01'18.00"W
L:2753.
- - i GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE
LLl ■ o � 16+62.57 EVCS c o 146.000' Py CON:CON:2753.06 ��S 19+03.49 22.00'R 166.000' / 13 TYP.OF 4
_ �? 15+95.98,20.67'R 15+95.98 PVI 16+96.49 q o S. RECREATION AVE. 18+00 18+42.49 18+88.49,22.00'R >� MAX. SLOPES. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. '
■ oo CL:2751.05 -cv-� °� CON:2752.81 LIP:2752.46 N:83912.7655,:
■ o 15+28.79,16.50'R LIP:2749.48 o CL:2749.89 •. CL:2751.78 ��� P _- 18+18.25 PVI CL:2753.92 LIP:2752.73 o 2 TRUNCATED DOMES SHALL BE TRAFFIC YELLOW.
0 1 N� W CCON:2753.33 O o E.4621 '
Lu ••.I. LIP:2749.00 ?j � 16+62.57,24.82'R ' > 4 ,�-� CL:2754.02 o 19+08.49,22.00'R
? y 15 vPy -_ > N:84078.7655 o C N:2753.38 Io N 61.4777 ° 12. 10'WIDE TYPE-II SIDEWALK TERMINUS BARRICADE PER ACHD
Lu - """•••........ 1 Q LIP:2750.55 "` c 17+96.49,27.00'R I -275p __ p ��; +� LIP:2752.36 0
16+96.42,27.00'RT 4 o o _E:462161.5405 LIP:2753.06 18 c
� � I �� ---�- �°•, a; ---�' iN CON:2753.58 I I � / '•.� 2 20+08.49,22.00'R STANDARDS. BARRICADES SHALL HAVE THICKENED EDGE
LIP:2751.26 N LIP:2753.33 LIP-HI PT:2753.51 �.5% 11 1 Q 19+12.49,22.00'R 10 4 co / LIP:2750.54
■ �, coN:z753sa /� 10 LIP:2752.29 14 ALUMINUM W/6"WIDE RETRO-REFLECTIVE RED/WHITE
- F LIP:z753.o9 + DIAGONAL DECALS PAINTED SIGNS ARE NOT ALLOWED. CONTACT DICaLINE
�' I � •''•�. 1 .2753. 4 P CON: / � ��
CON: °� ` BARRICADE MUST HAVE A KICK PLATEAT THE BOTTOM TO
■ o° •.• LIP:2753.51 oo,:a.:a o �"�OV�
°
::
!R ° 3 < ° cps " •••• 11 E- 1.5%u a _.w =�° p
■ � a :� ° / ./* o � ••�a � AC:2752.35 0 1
:• ••°�°�... .> PROVIDE CANE DETECTION
e.. 1.0% CON:2753.07 �- -800- 2-ir�5
� I eEr-ol� ac�IN�
CON:2753.69 t3%-•1.3%�r°. 1z.00' -.CON:2752.99 I' RIM:2750.74 13. TYPE-III ROADWAY TERMINUS BARRICADE PER ACHD
-a - O R
b �
o f q' Qa`, 8.�, CON:275357 �>ces,7% a °=1.z% -1.z% -1s% 'I 20+08 49,26 0 '
\ .. .�-_
� °
°° 5 ••' �� op � �N:2•.os �°�' a � I I � STANDARDS. BARRICADE SHALL INCLUDE A SIGN THAT STATES
■ o "'••••••• _ ° oo ° CON 2753 � LIP.2750.54° e �
d
ti a °P C9
............................................. - - -° ... ° �< a ° - a 15� ti� / a aa° .o°s. o o �� ° ° c� 1a I >s W ; ..THIS IS A DESIGNATED COLLECTOR ROADWAY. STREET WILL
2749................. ° RIM
a ................ v
- °
h a
e ti
°a .
° P �1 ,.• I I
o .T s;e:.z.° �� �
o a
• a ° „ �� �ioo� � � BE EXTENDED AND WIDENED IN THE FUTURE"
`N.F....... ....
4 z753 14� �� a CON: 3.81 -0.5%::o��•e-4.5%�o v 1 4 CON•2753.27 I I I?
:�_-... ..• •�°•••••• •......, ���° -0.7% r"• �-�I �ti� SHAPE VALLEY GUTTER SO THAT ALL FLOW WITHIN THE
°
:a
... ° 12
_ CON:2753.98 CON:2753.72 CON:2753.23
1
■ \ M o --- ,,,. I - - - - - T , 3 CON:16
2753.41 \ I I I '' VALLEY GUTTER ENTERS THE STORM DRAIN INLET. 04
\ o n -=�•.� , c -� 1 / CON:2753.91 d - _- 11 1 CON:2753.14 I / 2
■ --_ y� N
N oN:2753.a2; '06 � I I^ / � 8 � 15. RETAIN & PROTECT EXISTING GAS LINES -SEE NOTE 1 ON THIS W
---- ----- -- `� CON: 04 C I I ? / / Z Q
11 r CON:2753.18� �(Sp I >� SHEET. CONTRACTOR SHALL COORDINATE WITH WILLIAMS
o / / CON:2753,88 16 18+60.49,52.00'R '?s I PIPELINE AND DETERMINE THE EXISTING HORIZONTAL AND 2
ACHD SLOPE EASEMENT , s I I 5��
■ \� I 16, ♦♦ 16 TBC:2753.85 I I / VERTICAL POSITION OF THE GAS LINES PRIOR TO START OF 0 W
\ \ 18+26.49,52.00'R / �° e�°
■ I CONSTRUCTION.
18+58.49,52.00'R o Z
/ c° G TEMPORARY PUBLIC
a �
■ \ \ � o � I / 5 ?� � LIP:2753.85 I ;` � W
I-'... �N O
LIP: \ Q Q
>oo, P5 ?, - _ _ •\`••• 8 I i � TURN-AROUND EASEMENT 16. GRADE BREAK. � � -
LOCATED AT EDGE OF PAVEMENT
■ \ \ o I s� + / 18+42.49,52.00'R I d .:' _� / 17. MATCH EXISTING DITCH. LL.
a �L 18 24.49 57.00'R f G -'" ACHD TO RELEASE TEMP.EASEMENT
♦ / / 15 / AC:2753.64 I I o G E
■ \ \ I �l h� 36.00' �, �� / ONCE IT IS NO LONGER NEEDED 18. CURB TERMINUS PER ACHD SUPPLEMENTAL STD. DWG SD-707. W W
TBC: co
18+26.49,57.00'R/ 9� `v / I I I `�` / -c•":.: :1�' -
_
Notes
LIP: I / I II �
F �P DISCOV Y PA K � � ........ �.:•: , cn
ui
SF 0
1. CONTRACTOR SHALL OBTAIN A COPY OF THE WILLIAMS
16 PIPELINE DEVELOPER'S HANDBOOK PRIOR TO BID. ALL WORK w w
SEE SHEET C.GD.7 2 WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE 0
PERFORMED IN ACCORDANCE WITH THE CURRENT WILLIAMS a_
DEVELOPER'S HANDBOOK - NO SEPARATE PAYMENT SHALL BE
S. RECREATION AVE. (STA 15+20 TO 20+08.49) MADE. SS�QNAL FNG,
2. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A p��' �G\STE
2 MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. Q� F
0 20 40 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED
FEET WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 3
RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH cS'J 11-23-21
STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 9TF OF �QP
DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS ��ss ER\C�S�
FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND
15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 PROVIDE A COPY OF THE COMPACTION TEST REPORTS.
2760 2760 4. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK � •
WITHIN ASPHALT PAVEMENT AREAS. fr •
0 0 •
5. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS �� •. 0 (
REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL CO CO �•
.. .. .. .
EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING 0 - o o
PVI STA: 1 +18.25 PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, ANDiL
PVI ELE DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN
K:21.06 UNINTERRUPTED THROUGHOUT THE DURATION OF
LVC:83.94 CONSTRUCTION. •
rn
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JOB NUMBER:
IDBI9075
DATE: 09/29/21
O SHEET NUMBER:
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S. RECREA10ION AVE. - STA 1 +20 100 20 08.49" W C.RD.3
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DRAIN ROCK SPECIFICATION V °
SEEPAGE BED NOTES: - - -
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1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS
Void Volume of T pical Materials _- _ -
NL o= v
ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ELEVATION OF THE Material Void Volume %
LINED SEEPAGE BED; OR,WITHIN 3-FEET OF THE BOTTOM ELEVATION OF AN UNLINED 2" Max Blasted Rock 30
� J_ � NO °
SEEPAGE BED. 1-'/2" to 2" Uniform Size Gravel 40 c.3' °
1 aoUN¢ � = N a
Keyed Notes O 114" Uniform Size Crushed Chips 40 z
2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, UNLESS Crushed Glass 30
SEEPAGE BED WIDTH=SEE PLANS OTHERWISE DIRECTED BY THE MANUFACTURER.
1. NON WOVEN FILTER FABRIC ON TOP, ENDS,AND ALL SIDES OF SEEPAGE BED. 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN PAVED Crushed aggregates shall have a minimum 50% crushed or fractured face (at a r _ f Z0
18"DIAMETER DUAL WALL ADS-PERFORATED AREAS. least on one side and meet the following gradation: c .° o o E
1 o w
PIPE @ 0.0%(SEE PLAN FOR PIPE SIZE). PIPE w LL a N > w o
L E a 3 w N
SHALL BE PERFORATED AS SHOWN ON THE PIPE o 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. Crushed Aggregate ' y N o
PERFORATION SCHEDULE INCLUDED ON THIS 0 CL °
z STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION ° � Sieve Size Percent Passing a� E s o 0
DETAIL SHEET-CAP END. AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS R5 4S° 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. ° U o N w
Lq COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3 inch 100/o
FINISHED GRADE 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20"SEEPAGE BED"FOR 1 inch 25-60% �, - o
ADDITIONAL REQUIREMENTS-"OPTIONAL CHAMBERS ARE NOT REQUIRED. 318 inch 0-4% a a T z
<n �318"DIA. fn - Z
PERFORATION No. 200 0-2% c a° d E a oU
7. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL REPORT TO 9
TOP OF 18"PIPE PERF.EL BE GREATER THAN 20-FEET BELOW THE GROUND SURFACE. REFER TO a m w 6 a o m o
DRAIN ROCK SEE PLAN FOR PIPE SIZE _ GROUNDWATER RECOMMENDATION PREPARED BY STRATA DATED JULY 26TH,2017.
�"� //
PERFORATED PIPE IE TO 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN THE ASTM
TOP OF DRAIN ROCK ///// C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. 1
IMPERMEABLE SILTS AND CLAY
w /jo w/ ������ 18"ZPERFORATED PIPE IE.- // / 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE LONGITUDINAL GEOTEXTILE SPECIFICATION
Y / O O 0 0 0 O O O O SEE PLAN FOR PIPE SIZE AND -�0 / / 18"DIA.DUAL
a Z ce 1 0 0 0 0 0 0 0 0 0 / / WALL ADS PIPE LENGTH OF THE SEEPAGE BED.
PLACEMENT IN BED INSTALL 6 OZISY NON-WOVEN GEOTEXTILE FABRIC (SEE PLAN FOR PIPE SIZE) Non-Woven Filter Fabric
0 0 0 0 0 0 o O o o O o 0 0 0 0 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST
As;z
AASHTO M288 CLASS 2 ON TOP 8�SIDES Property Test Method English
PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED CONTACT DMNE
� 0 oUvUvUvUvUvKo�o 0 0 0 / // %"DIA PERFORATION IN NOTE:AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE Tensile Strength Grab ASTM D-4632 120 Ibs
BOTTOM OF o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / / VALLEYS OF CORRUGATED PIPE. ( Elongation ASTM D-4632 50% 48-HOURS
DRAIN ROCK BOTTOM OF DRAIN ROCK/ 5 EA. CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE g BEFORE DIGgNC
TOP OF ASTM C33 SAND
o SOILS REPORT AND ENGINEER,CONTRACTOR MAY NEED TO BLAST OR BORE TO Puncture ASTM D-4833 65 Ibs
ASTM C33 FILTER SAND DO Trapezoidal Tear Strength ASTM D-4533 50 Ibs - - 2-
CREATE CONDUIT FOR DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO
o BOTTOM OF ASTM C33 SAND 18" PERF. PIPE ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY UV Resistance ASTM D-4355 70%
M �o � o MODIFICATIONS TO THE STAMPED,APPROVED DESIGN PLANS. Apparent Opening Size
D 3 a DESIGN INFILTRATION RATE=1"PER HOUR Alo0 Aj PERFORATION f D� ASTM D-4751 70 US Std. Sieve(ALL SEEPAGE BEDS) �O DO D AOS 1 ( 1 r �I / � � � 11. FOR UNDERGROUND INFILTRATION SYSTEMS INSTALL ELECTRONIC MARKERS ON
� U U EXISTING POORLY GRADED GRAVEL WITH SAND SCHEDULE � PermittivityASTM D-4491 1.50 sec-1
GROUND WATER EL=GREATER THAN 20.00 FEET BGS)Q Do Do 0o Do EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE Water Flow Rate ASTM D-4491 120 pmlft2 N
��o� ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING
Do 00 0o Do 00 00 00 00 00 o CONSTRUCTION,AND PRIOR TO BACKFILLING. Woven Fabric Q Q
12. CONTRACTOR SHALL DIG A TEST PIT AT EACH SEEPAGE BED LOCATION AND Property Test Method English 0 a o
CONFIRM THE SOIL PERCOLATION RATE AT THE DESIGN SEEPAGE BED BOTTOM OF Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs
PERCOLATION TEST REQUIRED AT EACH ACHD ASTM C33 FILTER SAND ELEVATION PRIOR TO EXCAVATION OF THE COMPLETE Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 W Q Q
SEEPAGE BED. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN EVENT Puncture ASTM D-6241 Ibs 0- p
SEEPAGE BED LOCATION: THAT THE FIELD PERCOLATION RATE DOES NOT MEET OR EXCEED THE DESIGN UV Resistance ASTM D-4355 Min 80% LL EE
PERCOLATION RATE, OR IF BEDROCK IS ENCOUNTERED ABOVE THE DESIGN 0 w
Apparent Opening Size LU
SEEPAGE BED ELEVATION. UPON RECEIVING NOTICE FROM CONTRACTOR, (AOS) ASTM D-4751 70 US Std. Sieve >
1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION FACILITIES IS �_ O
ENGINEER WILL RESIZE THE SEEPAGE BED TO ACCOMMODATE FIELD CONDITIONS- Water Flow Rate ASTM D-4491 Min 18 gpmlft U
1 INCHIHR. UNDER DIRECTION OF THE OWNER'S GEOTECHNICAL REPRESENTATIVE, NO SEPARATE PAYMENT SHALL BE MADE TO CONTRACTOR FOR THE CHANGE AS C)
CONTRACTOR SHALL CONDUCT A PERCOLATION TEST TO BE WITNESSED BY THE Percent Open Area CW-02215 Min 4% C/)
LONG AS THE RESIZED SEEPAGE BED DRAIN ROCK VOLUME EQUALS THE RESIZED w 0
OWNER'S GEOTECHNICAL REPRESENTATIVE&ACHD. CONTRACTOR SHALL PROVIDE VOLUME. ~
ALL WATER,AND OTHER MATERIALS REQUIRED TO PERFORM THE TEST. THE
PERCOLATION TEST SHALL BE PERFORMED BY THE SOILS ENGINEER AFTER THE w Uj
SEEPAGE BED IS EXCAVATED TO VERIFY THE DESIGN INFILTRATION RATE. (NOTE:AN � °
ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE 10 1a
CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE
SOILS REPORT AND ENGINEER,CONTRACTOR SHALL CONTACT ENGINEER TO SS\0AL FNG
RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD O�� <cG\STE
APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE STAMPED,APPROVED
DESIGN PLANS.
3
11-23-21
s /( OF
ER
ACHD SEEPAGE BEDS WITHIN S. RECREATION AVE.
HALF ASTM C33 BOTTOM OF M • . . . •
LOWEST TANK RIM EL PERF PIPE TOP OF BOTTOM OF SEASONAL TOP OF DEPTH •• •.
SAND AND TANK LOWEST LOWEST FG TOP OF PERFORATED HALF BOTTOM OF DRAIN ROCK TOP OF FILTER EXISTING PERF PIPE LOWEST FG UPSTREAM m CC) . .
SEEPAGE UPSTREAM MINUS IE TO TOP ASTM C33 ASTM C33 HIGH PERF PIPE FROM COVER • z •
GREASE SIZE TANK RIM EL. OVER LOWER PIPE PERFORATED DRAIN ROCK THICKNESS DRAIN SAND GROUND TO BOTTOM TO TOP OF STRUCTURE , _ C• C• CO
BED # STRUCTURE LOWER OF DRAIN FILTER FILTER GROUND TO TOP OF ROCK TO CHECK . 00 00 co •
TRAP # (GAL) RIM EL. EL. BED. BAFFLE EL BAFFLE EL DIAMETER PIPE IE. EL. (FT) ROCK EL. ROCK (FT) THICKNESS SAND EL SAND EL EL WATER EL. ROCK {FT) OF ROCK GW ROCK SURCHARGE
(IN) (FT) (FT) Z 0
C\j co
SG ACHD-1 1 1000 2747.42 2747.90 2747.88 2742.64 5.26 18.00 2741.64 2733.40 12.00 2745.40 3.76 1 .50 2733.40 2731 .90 2747.00 2727.00 2.26 8.24 6.40 2.48 OK OK
SG ACHD-2 2 1000 2750.62 2750.66 2750.71 2745.77 4.89 18.00 2744.77 2736.16 12.00 2748.16 3.39 1 .50 2736.16 2734.66 2750.00 2730.00 1 .89 8.61 6.16 2.55 OK OK
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LEGEND Description Date
SYM COMMON/BOTANIC NAME SIZE CZC 6-23-21
BID SET 9-29-21
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1.1.1. 36 TREES REQUIRED Sheet Number
1.1.2. 26 TREES PROVIDED AT 35' SPACING. TREES ARE NOT ALLOWED IN DRAINAGE FACILITIES AND
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` LEGEND
Issue
SYM DESCRIPTION Description Date
CZC 6-23-21
\� \c c \` • • + __ DECIDUOUS TREES BID SET 9-29-21
ACHD COMMENTS 11-23-21
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` + ASSOCIATES
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PACIFIC SUNSET MAPLE Landscape Architecture
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+ `9" \�� \ \� I ° EMERALD SUNSHINE ELM Site Planning
c \\ Landscape Architecture
\/ 1509 S Tyrell Ln., Ste 130
� + WORPLESDON SWEETGUM Boise, Idaho 83706
Ph. (208) 343-7175
e—mail jba@jensenbelts.com
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WOOD MULCH I � � Sheet Title
NOTE PLANTING PLAN
SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA L
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NORTH
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MATCHLINE SEE SHEET L2.15 T
Page 138
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ADRIENNE WEATHERLY
1 MERIDIAN, CITY OF
MERID ANA DW83642ENUE
MEMO INVOICE
clo isl Payment Processing Center
PO Box 1570,
Pocalelio,ID 83204
Ph. (208) 465-8129 Fax: (907) 452-5054
BILLING DATE: ACCOUNT NO:
AD # DESCRIPTION START STOP TIMES AMOUNT
01/30/22 01/30/22 1 $16162
197087 ORD 22-1964
Payments: Check Amount
Date Method
Card Type Last 4 Digiis
Gross:$161.62
Discount: $0.00 Paid Amount:$0.00
Surcharge: $0.00
Credits. $0.00 Amount Due:$161.62
We Appreciate Your Business!
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AD# 197087PLD#
LEGAL NOTICE
SUMMARY OF CITY OF MERIDIAN
ORDINANCE NO.22.1964
4n ordinance authorizing the conveyance of approximately 1.fi6 acres of city -owned real 121 E-
to the Ada County Highway District lot right of way purposes located at Discoveof this ry Piro, ordinance E.
adopting a Idaho; and'Avenue, Meridian, Idaho. This
Ike Hazel for inspection get on atnMeridan City Hall 33 E savings
. surn A fait teOrdinance Exhibit B
available p
'dine shall be published effective
as part of this Summary Ilcation of this summa
Aap)
EX111BIT 11 -1
Dr,PIcTI(:).f CA- REAL t'110331RTY
DIScoVERY_._PARK 61 1 r-
CITY OF MF-RJL)IAN faiGHT-OF'WAY DEDICATION
LOCA7E.0If` "IF C L "2 "F RIIJ AN ADA f.UI NTY. inAfiC�21J iz 5E [)-EJI
1 5�
. �1!r
i
Y
f .IR'•4 iFff(L j
CURA. d
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cr as 7
9ef.5Y arli
January — n«
cry 'I1fRr L.�wa
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LYlln $f11'.'YYYId 911d C.[.11+tuRM!O
i
197067
AFFIDAVIT OF PUBLICATION
STATE OF IDAHO
County of Canyon and Ada
21410 197087 SHARON ]ESSEN
1 MERIDIAN, CITY OF of the State of Idaho, being of first duly sworn, deposes
33 E. BROADWAY AVENUE and says:
MERIDIAN, ID 83642 1.That I am a citizen of the United States, and at all
times hereinafter mentioned was over the age of
eighteen years, and not a party to the above entitled
action.
2.That I am the Principle Clerk of the Idaho Press -
Tribune, a daily newspaper published in the Counties
of Canyon and Ada, State of Idaho; that the said
newspaper is in general circulation in the said
counties of Canyon and Ada, and in the vicinity
of Nampa, Caldwell, and Boise, and has been
uninterruptedly published in said Counties during a
period of seventy -eight consecutive weeks prior to
the first publication of this notice, a copy of which is
hereto attached.
3.That the notice, of which the annexed is a printed
copy, was published in said newspaper 1 times(s)
in the regular and entire issue of said paper, and
was printed in the newspaper proper, and not in a
supplement
That said notice was published the following: 01/301'2022
Sl ARO�NSJES
STATE OF IDAHO
County of Canyon and Ada
On this 29th day of January,
in the
daSHARON2022 JESSEN,efore e
a Notary Public, personally pp
known or identified to me
trumentbe the person whose name is
and being by me first
subscribed to the within
duly sworn, declared
� �a erielshe executed the sasnetatements therein are ue,
and acknowledge
e �
•` �r'�r
Notary Public of Idaho 'YY
My commission exp
Tres T3
i •� AU� L1G •
J97 JV, l
ADS 197087AD#
LEGAL NOTICE
SUMMARY OF CITY OF MERIDIAN
ORDINANCE NO.22.1964
An ordinance authorizing the conveyance of approximately 1.66 acres of city -owned real proper-
ty to the Ada County Highway District for right of way purposes located at D scovery Park, 2121 E.
Lake Hazel Road in Ada County Idaho; and adopting a sav ngs c''ause. A f.,,l text of this ordinance
is available for inspection at Meridian City Hall 33 E. Broadway Aven.Je, Meridian, Idaho. This
ordinance shall be effective as of the date of publication of this summary. Ordinance Exh bit B
(Map) shall be published as part of this Summary.
CXI1113IT R -1
DEPICTION OE REAL PROPERTY
DISCOVERY PARK SITE
CITY OF Mr=RIOIAN RIGHT-OF+WAY DEDIC:A'rION
LOCATkID IN THE E 117 Of Tlih NW 1 M OI- sFi.Tlr)N S T 2N . R IF. 6 M
CITY OF MFRIDIAN ADACCLJNTY, IDAHO
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1 ID 71' 9tl1.47 l+��11' ryh="JJ'L l 1�!•
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197087