AZ-12-008 PP-12-004 ISOLA CREEK SUBMayor Tammy de Weerd
City Council Members:
, Keith Bird
Brad Hoaglun
Charles Rountree
David Zaremba
E IDIAN
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To ensure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to h/leridian City Hall
Attn: Jaycee Holman, City Clerk, by: March 26,2013
Transmittal Date: March 5, 2013 File No.: FP 13-011
Hearing Date April 2,2013
Request: Final Plat approval consisting of 48 single-fami ly residential building
lots & 10 common lots on approximately 20.45 acres of land in an R-4
zoning district for lsola Creek Subdivision
ay: Coleman Homes, LLC
Location of Property or Project:
W. Ustick Road
east side of N. Ten Mile Road and north of
_ Joe Marshall (No FP)
_ Scott Freeman (No FP)
_ l\4eridian School Distrlct (No Fp)
-- Meridian Post Offtce (Fp/pp/SHp onty)
_Ada County Highway Dlstrict
_ Ada County Development Services
_ Central District Health
_ COTUPASS (Comp Plan only)
_ Nampa Meridian lrrig. District
_ Settlers lrrig. District
_ ldaho Power Co. (Fp,pp,cup/SHp onty)
_ Qwest (FPIPP/SHP onry)
_ lntermountain Gas (Fp/ppisHp onty)
_ ldaho Transportation Dept. (No Fp)
_Ada County Ass. Land Records
Downtown Projects:
_ Meridian Development Corp.
_ Historical Preservation Comm.
south of RR / sw Meridian:
_ NW Pipeline
_ New York lrrigation District
_ Boise-Kuna Irrigation District
_ Boise Project Board of Control / Tim page
E
Steven Yearsley (No FP)
Michael Rohm (No Fp)
Macy Miller (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Brad Hoaglun, C/C
Keith Bird, C/C
David Zaremba C/C
Sanitary Services (ru0 vrn, vec, re;
Building DepartmenU Rick Jackson
Fire Department
Police Department
City Attorney
Community Development
Eo.l..
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I. PROJECT NAME
2. LOCATION OF
WA
3. LOCATION
{xl" C*k 5*
4 Ce,rn r-ezza.tt fte- 4 o
%tr
+. rs A pRV REe,TRED FoR THrs pRoJECr-yES-*nX
(IF YES PLEASE INDICATED LOCATION ON MAP)
FIREFLOW REQI,IIREMENTS MET FOR RESIDENTIAL?
5. IS A FLUSH LINE REQUIRED?
-YES-XO
X
6. IS ANY PART OF THIS PRO]ECT IN THE FLOOD PLAIN
(fttcrfNO) SeL ,2,ftirP
7. IS THIS PROJECT REQUIRED TO UPSIZE/OVER DEPTH ON ANY
WATER LINES
ON SITE / OFF
8. IS THIS PROJECT REQUIRED TO UPSIZE/ OVER DEPTH ON ANY
SEWER LINES
Jvo
ON SITE / OFF SITE)
Lz'- ? 1l
Cc
alrl,t
WATER SEWER
NEW APPLICATION REPORT
City of Meridian Development Review
Agency Comments Meeting
pta*rer: 0llt EnsunS Date: ?-/ 5- /z Date of List
Project Name: T.n lo ( nt,k
Fire
Notes
e
A B C D A,^/ ---\
1 2 a 4 5 6 7 8 tel_ 10t ita '12, l3 l4 15 t6 0$t )tu
2t 22 {tz} 24 25 26 27 28 '3L 17 J9
/n6
-t/ 3o Y JJ 34 35 36 )t 38 39 40
41 42 43 44 45 46 47 48 49
Police
Notes
ve h vu ]-o,n
^)
A B C D E
71 72 73 74 75 76 77 78 I
Services VE:SAo'1 fuo
Notes
A B C
I 2 J 97 98
arks 6;Lb". s
otes
i6\ 46 Ulf 7e) 80
'81
83 84 85
Public Works
Notes:
I 2 J 4 5 6 7 8 9 10 ll t2 13 t4 15 l6 t7 18 l9 20
2t 22 23 24 25 26 27 28 29 30
Rev.6/6/12
V \-/
ORGANIZED ]904
1503 FIRST STREET SOUTH
FAX #208-463-0092
NAMPA, IDAHO 8365I -4395
nmid.org
OFFICE: Nompo 208-466-7861
SHOP: Nompo 208-466-0663
?'lar,t4a & ??/ezatato'?aru:Vaaoo Drztruu
3
ons LLP
#1 00
95
plans
plans
xcept
for one item.
We need to show that the return flow proposed to the District's Five fVlile Drain has a sand
and oil separator installed before discharging into the drain. Please address this on the
corresponding plan sheet to take care of tniJissue. Once this is done NMID will issue an
acceptance letter.
GrefG. Sincerely, A^Curtis (e
Water Superintendent
Nampa & Meridian lrrigation District
GGC/dbg
PC: J. Sharp, Engineer
A. lt/adsen, Asst. Water Superintendent
File/Office
riri ll:
APPROXIMATE IRRIGABLE ACRES
RIVER FLOW RIGHTS. 23,OOO
BOISE PROJECT RIGHTS - 4O,OOO
- : ,...
.-- _-i:i
j'l
lrrigation District (NlMlD) has
Creek Subdivision Phase l.
lf you have any further questions, please feel free to give me a call.
. i.i
ra:l
r i:'
::::i '
t1AY. E. eO13 2: 36PH NAI4PR NERIDIAN IRR NO.91E P.t/t
NAMPA & MEFTIDIAN
IRFTIGATION DISTFTICT
PHONE (208)466-0663 5525 EAST GREENHURST NAMPA, IDAHO 83686
FA)( GOVER SI.IEET
ATTENTIoN: STEVE O'BRIEN/SGOTT STECKLINE
COMPANY: C]TY OF MER]DIAN
FAX NUII/IBER: 887-1297
FROM: Greg Cuftls
DATE: I May,2013 TIME: 1:35 PM
REFERENGE: lsola Subdivlslon
NUMBER oF PAGES (INCLUDING COVER): 1
IF TRANSMISSION IS INCOMPLETE, PLEASE CALL:
AND ASK FOR A RESEND,
De Arley
oUR FAx NUMBER lS; (208) 463-0188 o{ .^ eL
REMARKS: Please be advised that Nampa & Meridian Irrigation Dlstrict has
revlewed the above-mentloned pnoposed project. This proJect
appears to meet Nampa & Meridian Irrlgation Dlstrict requirements
with approved plans and a signed Urban Contract, Therefore as far
as the District is concerned this project may be set for Precon.
Date of PE Stamp: 17 t2
THANK YOU@
I
\--' v
CE\IIRA
CONSULTING TNC,
MEMORANDUM
May 16, 2013
To:
From:
Re:
Dear Steve,
Steve O'Brien, Development Analyst ll
Development Services Division, City of Meridian
Emily K. Skoro, P.E., Qualified Licensed Professional Engineer (OLPE)
lsola Creek Subdivision #1
%:h,","=
Qualified Licensed Professional Engineer (OLPE) Review and Approval Checklist
File
City of Meridian QLPE Contract:
We have completed our review of the plans for the referenced project. The plans are approved for
construction as
allowed under ldaho Code 39-1 18(2Xd). The completed "Qualified Licensed Professional Engineer (OLPE) Review
and Approval Checklist" (OLPE Checklist) is attached. The QLPE Checklist was prepared to meet the transmittal
letter requirements specified in IDAPA 58.01.08.504.03(b) and 58.01.16.400.03(b). The ptans were marked as
"Approved for Construction".
Please note that the certifications required for Sections ll(B) and (C) of the QLPE Checklist must be satisfied with a
will-serve letter and declining balance statement from the City.
We retained one (1) copy of the plans for our files and are returning three (3) copies to the City
in accordance with
the terms of the Contract. Additionally we are returning one set of the original redlines.
Please contact me if you have any questions.
@
Emily K. Skoro; P.E.
CENTRA
Attachment:
Cc:
Project:
CENTRA Consulting, lnc. .413West ldaho Street, Suite 302, Boise, ldaho. Tel:
(208) 338-9400 . Fax: (208)
338-3844 r www.centrainc.com
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May 23,2013
DESCRIPTION FOR ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT
PROPOSED ISOLA CREEK SUBDIVISION NO. 1
An easement located in the southwest % of Section 35, T. 4 N., R I W., B.M., City of Meridian,
Ada County, Idaho, being more particularly described as follows:
Conrnrencing at flre W % comer of said Section 35, from which the SW corner of said Section
35 bears South 00"53'07" West, 2643.59 feet; thence along the west boundary of said section South
00o53'07" West, 845.43 feet; thence leaving said boundaly South 89005'53" East,20.62 feet to the
POINT OF BEGINNING;
Thence continuing South 89"06'53" East,20.00 feet;
Thence South 00053'07" West, 453.04 feet;
Thence South 89o06'53" East,29.38 feel;
Thence South 00'53007" West, 113.20 feet;
Thence South 89"06'53" East, 5.50 feet;
Thence South 00o53'07" West, 192.72 feet;
Thence North 46021 '53" West, 42.22 feeq'
Thence North 00053'07" East, 164.06 feet:
Thence South 89o06'53" East, 5.50 feet;
Thence North 00'53'07" East, 93.20 feet;
Thence North 89o06'53" West, 29.38 f'eet;
Thence North 00o53'07" East, 473,04 feet to the POINT OF BEGINNING.
Containing 17,444 SF, more or less.
1 1 1 1
0 F
8
3
l2l 109-sdease.docx
ISOLA CREEK SUBDIVISION NO. 1
Reouired Suretv Amount
AS OF 9/13/2013
)
)
I
)
I
S u rety ltem Description Amount /o Amount for
nternal
Pressure I rrigation - lnternal
Lights
1
$ 96, 39 00 $2 6, 030 0
$2 4,4 1 2. .20
$54 ,300. 00
$205,767.00 $226,343.70
$98 76
$214,412.00
$54, 300 .00
I
$2 05, 767 00
- lnternal
l
.00
$196,391.00
0%
lYo
lYo
lYo
lYo
Public Works
Public Works
Engineer
Bldg. Dept.
P&Z
otalRemain Const Value
n Cost Total $898,959.60
$898,959.60
Surety Amount $988,855.56
Annual Report for W -1.876
Page I of I
V V,
No, W 72875 Due no later than Mar 31, 2013
Annual Repoft Form
2. Registered Agent and Address
(NO PO BOx)
NO FILING FEE IF
RECEIVED BY DUE DATE
Return to:
SECRETARY OF STATE
7OO WEST JEFFERSON
PO BOX 83720
BOISE, ID 83720-OOBO
THOMAS M COLEMAN
1859 S TOPAZ WAY SUITE 2OO
MERIDIAN ID 83642
1. Mailing Address: Correct in this box if needed
COLEMAN HOMES LLC
THOMAS M COLEMAN
1859 S TOPAZ WAY SUITE 2OO
MERIDIAN ID 83642
USA
3. New Registered Agent Signature:x
4, Limited Liability Companies: Enter Names and Addresses of at least one Member or Manager.
Office Held Name Street or PO Address City
MANAGER COLEMAN COMMUNMES INC 1859 S TOPAZ WAY SUITE 2OO MERIDIAN
State Country
ID USA
Postal Code
83642
5. Organized Under the Laws of:
ID
w 72876
6. Annual Report must be signed.*
Signature: Thomas Coleman
Name (type or print): Thomas Coleman
Date: 01/2812013
Title: Manager
Processed Otl28/2013 *
Electronically provided signatures are accepted as original signatures.
http://www.sos.idaho.gov/servlet/TransformxMlDoc?URL:oh5C20130128%5CXMLP.. . lOlZ4l20l3
v\/
, ' ' tsbllanoPool&Park
SITE & LANDSCAPE IMPROVEMENTS
PRELIMINARY COST ESTIMATE
\7 \/
Sept. 26th 2013
Item Type Total
Parking Lot Estimate $ 16,000.00
Concrete Curb & Gutter Estimate $4.400.00
Concrete Paving / walks Estimate s9,500.00
Play Area Bid $64,383.93
Gazebo Bid $10,000.00
Pool Building (restrooms) Estimate $75,000.00
Pool & Deck Bid $ r 28,485.00
Landscaping Estimate $42,000.00
rOTAL $349,768.93
vhhnn$onilAeariifiR vv
IRREVOCABTE STANDBY
LETTER OF CREDIT NO.24625
AMOLNT: $1,145,794.47
DATE: October 28,2013
City of Meridian
33 E. Broadway Ave.
Meridian, ID 83642
Ger-rtlernen:
\\/e licreby establish our Irrevocable Standby Letter of Credit No. 24625 in your favor for the account
of
Coletrran Real Estate Holdings LLC and Isola Creek LLC, 1859 S. Topaz Way, Suite 200, Meridian, ID
83642, up to the aggregate amount of One Million One Hundred Forty Five Thousand Seven Hundred
Ninefy Four dollars and 471100 ($1,145,794.47) U.S. currency, available by your draft(s) drawn
at sight on
us and presented to Washington Trust Bank on or before October 28,2014 covering Isola Creek Subdivision
No. 1 and accompanied by the following:
I ' A signed statement from the City of Meridian reading exactly as follows:
"1, the urdersigned duly authorized representative of the City of Meridian, hereby certify that
the draft drawn under this Letter of Credit represents the amount of money required to complete
the subdivision improvements at Isola Creek Subdivision No. I Subdivision."
2. Original of this Letter of Credit.
All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter
of
C'redit No. 24625".
Any and all banking charges, other than those of the issuing bank, are for the account of the beneficiary.
we hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance
with the
tenns of this Letter of Credit that the drafu will be duly honored upon presentation and delivery of documents,
as specified, to washington Trust Bar*, Fairview Branch, 3251 E. Presidential Drive, Meridian, ID
g3642, on
or before October 28,2014.
All drawings under this credit will be govemed by the Uniform Customs &
practice for Documentary Credits
(2007 Revision) Intemational chamber of commerce publication
No. 600.
Vice President
SI Real Estate
Southern ldaho Real Estate 3251 East Presidential Drive h4eridian, Iclaho 83642-6009
Fax (208) 884-2703
\^.'.w,w.wa trt I st. colll
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COM PLIANCE CERTIFICATIO N
@
US Army Corps of Engineers
Walla Walla District
Permit Number: NWW-20 I 3 -224-803
Name of Pennittee: Mr. Thomas Coleman of Coleman Homes, LLC
Date of Issuance: May 2,2013
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, please sign this certification and return it to the following address:
Mr. Eric M. Gerke
U.S. Army Corps of Engineers
Walla Walla District
Boise Regulatory Office
10095 West Emerald Street
Boise, Idaho 83704-97 34
Please note that your permitted activity is subject to a compliance inspection by a U.S. Army
Corps of Engineers representative. If you fail to comply with all terms and conditions of this
permit, the permit is subject to suspension, modification, or revocation and you are subject to an
enforcement action by this office.
I hereby certifu that the work authorizedby the above-reftrenced permit has been completed in
accordance with the terms and conditions of the said permit. The required mitigation was also
completed in accordance with the permit conditions.
ET
Signature of Permittee
erint"Oon@ Recyded Paper
Date
NEIGHBORHOOD PARK PARTNERSHIP
1. lmpact Fee Credits vs. lmpact Fee Reimbursement
2. Reimbursible items:
a. Restroom
b. Playground
c. Picn ic Shelter
I -3.
L-
d. Other Amenities TBD
Donated ltems
a. Land/Grad ing
b. Green-up
i. lrrigation (sep pump, common pump house?, reclaimed water connection)
ii. Grass
iii. Trees
c. Paving
i. Parking Lot
ii. Pathways
Naming Rights
Confirm Tiling of Creason as existing code requirement for development
Phasing-good news, can move up
Five Mile Pathway Phase 1
Park Design details
a. Sidewalk/pathway con nection
b. Fencing/Lot layout
c. Park Design/When work with Jensen Belts?
4.
5.
6.
7.
8.
PRELIMINARY
9t13t2012
SUBDIVISION NAME:
AGENCY and AGENCY FILE NO:
SECTION/ TOWNSHIP/ RANGE:
DEVELOPER:
ISOLA CREEK SUB
Meridian: PP 12-004
35 4N 1W
ENGINEERING SOLUTIONS LLP
The street name comments listed below are made by the members of the ADA COUNTY STREET
NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development
in accordance with lhe Ada County Street Name Ordinance. Overall final street names are subject
to change at Final Plat phase levels due to design changes, time restraints and/or previous
recorded plat street alignments.
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT:
, N. TEN MILE RDT
THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED:
,'N. BREEZE CREEE#r#2,, .'N. MINCIO AVE r,z .'N. MORELLO AVE r
?taru
THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
N Velina Ave -
Alignment with N Pampas Ave.
N Gaftola Ave - Alignment with N Thames Ave.
NTa Way - Alignment with N Morello Ave, Please use a post-type of 'Ave'.
N Cavone Ave - Developer replaced with N Mincio Ave
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE
SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE, A FINAL REVIEW WITH NO CTIANCES REQUIRED
AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING.
:W. ORBA DR v-
lW. SAN REMO DR ,/
'W- TEANO DR V
'N.THAMESAVE r
ADA COUNTY ASSESSOR
MERIDIAN
FIRE DEPARTMENT
ADA COTJNTY HIGHWAY DIS.
ADA COTJNTY SHERIFF DISP.
.'u. pnupns Rve ,,
o'w
sAN REMo sr 7
-w. TENUTA ST r
:W. TUBAC DR /
Represen tative
Representative
Represen tative
Representative
,'N. ROTALDO AVE z'-
,'W. TEANO CT .,"
jw. testuo oR ,-
DATE q ll
DATE
l>.
)
D^rE 7/3 -/Z_
D^rE:lJlLli?)
DATE qIBIIL
--f
Representative
EXHIBIT A
April2,2013
Mayor and City Council
BilI Parsons, Associate City Planner
208-884-5533
Bruce Freckleton, Development Services Manager
208-887 -221I
FP-13-01I - Isola
Creek Subdivision Final Plat
STAFF REPORT
Hearing Date:
TO:
FROM:
SUBJECT:
IDIAN
IDAHO
s
9,
I, APPLICATION SI]MMARY
The applican! Coleman Homes, LLC, has applied for final plat approval consisting of forty-eight (48)
residential lots and nine (9) common lots on approximately 20.45 acres of land. This is the first final plat
proposed for the Isola Creek Subdivision (PP-12-004) approved by City Council on December 18,2012.
The gross density proposed wlth this phase is 2.36 dwelling units to the acre with an average lot size of
I 1,253 square feet. All of dre lots proposed for this phase of development are for single-family detached
homes and comply with the dimensional standards ofthe R-4 zoning district.
Open space planned for this phase consist ofarterial and collector street buffers, E-foot wide parkways
along the proposed local streets, two (2) micropath lots, two (2) centor medians (within ROW) and
a
34,954 square foot passive open space lot. The planned amenities include a pool facility, children's play
structure, and covered picnic area. The proposed open space with this phase totals 2.54 acres or 12,4o/o
which is approximately 3.6% ofthe total open space approved with preliminary plat. The overall open
space and amenities comply with the UDC requirements and the approved preliminary plat.
Because the number ofbuildable lots is the same and the amount ofcommon open space is the same, staff
finds the proposed plat to be in substantial compliance with the approved preliminary plat as re4uired by
UDC r l -68-3C.2.
The site is located on the east side of N. Ten Mile Road and north of W. Ustick Road in the southwest %
of Section 35, Township 4 North, Range I West.
II. STAFF R.ECOMMEIYDATION
Staffrecommends approval ofthe Isola Creek Subdivision final plat subject to the conditions noted
below. These conditions shall be considered in full, unless expressly modified or deleted by motion ofthe
City Council.
III. SITE SPECIFIC CONDITIONS
1. The applicant shall meet all terms ofthe approved annexation (AZ-12-008), development
ageement (instrument # I 13021828) and the preliminary plat (PP- 12-004) for this subdivision.
2. The applicant has until December 18,2014 to obtain City Engineer's signature on the final plat or
apply for a time extension in accord with UDC I l-68-7.
Prior to submittal for the City Engineer's signature, have the Certificate of Owners and the
accompanying acknowledgement signed and notarized.
Revise the notes on the face ofthe plat prepared by Engineering Solutions, LLP, dated February
27, 2013 by Clinton W. Hansen, prior to signature ofthe final plat by the City Engineer, as
follows:
o Note #13: include instrument number.
l,n l4
q{
Isola Creek Subdivision - FP-13-01 I PAGE I
5
. t EXHIBIT A
$t : Note #10: Include recorded development agreement instrument numb€r.
!t/. Note #8: Remove Lot 26 (no such lot) and include Lot 8, Blook 3.
The tandscape plan prepared by Jensen Belts Associates, d aud 2126113, submitted with this
application is approved.
Prior to signature ofthe frnal plat by the City Engineer, the applicant shall provide a letter from
the United States Postal Service stating that the applicant has received approval for the location of
mailboxes. Contact the Meridian Postmaster, Kimberly Cutler, at 887-1620 for more information
All fencing installed on the site must be in compliance with UDC I l-3A-6 and I 1-3,.r-7.
Temporary conshuction fencing to contain debris shall be installed at the subdivision boundary
prior to release of building permits for this subdivision.
Staffs failure to cite specific ordinance provisions or conditions from the preliminary plat does
not relieve the applicant ofresponsibility for compliance.
The subject property shall be subdivided prior to issuance of any building permits.
The applicant shall submit a final approval letter from the Street Naming Committee approving
the street names for the proposed subdivision.
Prior to developing Lot 22, Block l, a certificate ofzoning compliance and design review
application shall be submifted for the swimming pool and associated structures prior to issuance
of building permits.
Due to the number oflots in Block 1, the applicant shall be required to provide a second
connection to the meridian water system. Staff suggests said connection be made via the future
street that will aaverse along the southeasterly boundary ofLot 22, Block 1.
Io6.
7
8
9.
(i:ldro I/r '
\ilJ 12'
v \A
IV. GENERAL RDQUIREMENTS
l. Street signs are to be in place, water system shall be approved and activate4 sewer line shall be
installed and passed air test and video inspection and final plat recorded prior to applying for
building permits.
2. A letter of credit or cash surety in the amount of ll0% shall be re4uired for all uncompleted
fencing, landscaping, amenities, pressurized irrigation, sanitary sewer, water, etc., prior to
signature on the final plat.
3. The City of Meridian requires that the owner post to the City a performance surety in the amount
of 125% of the total construction cost for all incomplete sewer, water and reuse infrastructure
prior to final plat signature. This surety will be verified by a line item cost estimate provided by
the owner to the City. The surety can be posted in the form ofan irrcvocable letter of crediq cash
deposit or bond. Please contact Land Development Service for more informalion zt 887-2211.
4. The City of Meridian requires that the owner post to the City a wananty surety in the amount of
20Yo of the total construction cost for all completed sewer, water and reuse infrastructure for
duralion of two years. This surety will be verified by a line item cost estimate provided by the
owner to the City. The surety can be posted in the form of an irrevocable letter of crcdit, cash
deposit or bond. Please contact Land Development Service for more information at 887-221 l.
5. All development improvements, including but not limited to water and sewer, shall be installed
and approved prior to obtaining certificates of occupancy, or as otherwise allowed by UDC I l-
5C-1.
6. The applicant shall provide a 20-foot easement for all public water/sewer mains outside ofpublic
right ofway (include all water services and hydrants). The easements shall not be dedicated via
the plat, but rather dedicated outside the plat process using the City of Meridian's standard forms.
The easement shall be graphically depicted on the plat for reference purposes. Submit an
Isola Creek Subdivision - FP-13{11 PAGE
2
t
+
(,
_\J { J
;
)
7
8
9
E)C{IBIT A
executed easement (on the form available from Public Works), a legal description, which must
include the area ofthe easement (marked EXHIBIT A) and an 8l/2" x I l" map with bearings and
distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a
Professional Land Surveyor. DO NOT RECORD. Add a note to the Plat
referencing this
dooument.
Applicant shall be required to pay Public Works development plan review, and construction
inspection fees, as determined during the plan review process, prior to signature on the final plat.
Compaction test results must be submitted to the Meridian Building Department for all building
pads receiving engineered backfill, where footing would sit atop fill material.
Applicant shalt be responsible for application and compliance with any Section 404 Permitting
that may be required by the Army Corps ofEngineers.
Applicant shall be responsible for application and compliance with and NPDES permitting that
may be required by the Environmental Protection Agency.
All devetopment features shall comply with the Americans with Disabilities Act 8nd the Fair
Housing Act.
Developer shall coordinate mailbox locations with the Meridian Post Office.
All grading of the site shall be performed in conformance with MCC I l -12-3H'
Any existing domestic well system within this project shall be removed from domestic service per
City Ordinance Section 9-14 and 9-4-8 contact the City of Meridian Engineering Department at
(208)898-5500 for inspections of disconnection of services. Wells may be used for non-domestic
purposes such as landscape inigation if approved by Idaho Department of Water Resources
Contact Robert B. Whitney at (208)334-2190.
Ary existing septic systems within this project shall be removed from service per City Ordinance
Section 9-l-4 and 9-4-8. Contact Central District Health for abandonment procedures and
inspectious (208) 375-521 l.
100 Waft and 250 Wat! high-pressure sodium street lights shall be required on all public
roadways per the City of Meridian Improvement Standads for Street Lighting. All she€t lights
shall be installed at developer's expense. Final design shall be submitted as part of the
development plan set for approval. Steet lighting is required at intersections, comers, cul-de-
sacs, and at a spacing that does not exceed that outline in the Standards. The contractor's work
and materials shall conform to the ISPWC and the City of Meridian Supplemental Specifications
to the ISPWC. Contact the City of Meridian Transportation and Utility Coordinator at 898-5500
for information on the locations ofexisting street lighting.
The City of Meridian requires that pressurized irrigation systems be supplied by a year-round
source of water (MCC l2-13-8.3). The applicant should be requircd to use any existing surface or
well water for the primary source. If a surface or well source is not available, a single-point
connection to the culinary water system shall be required. If a single-point connection is utilized.
the deve loper will be responsible for the t of assessments for the common areas to
The engineer shall be required to certifi that the street centerline elevations are set a minimum of
3-feet above the highest established peak groundwater elevation.
The applicant's design engineer shall be responsible for inspection ofall irrigation and/or
drainage facility within this project that do not fall under the jurisdiction of
an irrigation district
or the ACHD. The design engineer shall provide certification that the facilities have been
installed in accordance with the approved design plans. This certification will be required before
a certificate of occupancy is issued for any structures within the project.
15.
16.
11.
20.
v\, \-/ v
EXHIBIT A
At the completion of the project, the applicant shall be responsible to submit record drawings
per the City of Meridian AutoCAD standards. These record drawings must be received and
approved irior to the issuance of a certification of
occupancy for any structures within the
project.
V. DCIIBITS
A. Vicinity Map
B. Approved Isola Creek Preliminary Plat (PP-12-004)
C. Proposed Final Plat
D. Proposed Landscape Plan
Isola Creek Subdivision -
FP-I3-011 PAGE4
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IO
V\J
ADA C0UNTY REC()RDER Christopher D. Rich AMOUNT '00 22
80lsE IDAH0 05/24/13 08:50 AM
RECOROED-llllllllllllfllllllllllllllllllloEPTITY 'riffi riirioii-Nikora REOUEST n Orson liriiiriiir OF oisr Ill t 13Es6eBB
UCENq E
=A,G=NEryry,,, NT
This LICENSE AGREEMENT, is made and entered into this lJ_ duv.ot fu,+--- ,,ZOtl,
by and between NAMPA & MERIDIAN IRRIGATION DISTRICT,
an irrigation district Srganized and
existing under and by virtue of the laws of the state of Idaho, hereinafter
referred to as the "District", and
ISOLA CREEK LLC, an Idaho limited liability company,
1859 South Topaz Way, Suite 200, Meridian, Idaho 83642
hereinafter referred to as the "Licensee",
WIINEgSETE:
WHEREAS, the Disffict owns the irrigation/drainage ditch or canal
known as the CREASON
LATERAL AND FIVE MiLE DRAn I @erein#er
collectively referred to as "ditch or canal"), an integral
andsystemoftheDistrict,togetherwiththeeasementthereforto
convey irrigation and drainage iater, to operate, clean, maintain,
and repair the ditch or canal' and to access
the diich or canal for those purposes; and,
WHEREAS, the District operates, cleans, maintains, repairs and
protects the ditch or canal for the
benefit of District landowners; and,
WI{EREAS, the Licensee is the owner of real properly that
is servient to the District's ditch or canal
and easemen! *a is prrtrcularly described in the "Legal Dlscription"
and/or deed attached hereto as Exhibit
A and by this reference made a part hereof; and,
WHEREAS, the ditch or canal crosses and intersects the real prope4y
described in Exhibit A as
shown on Exhibit B, attached hereto and by this reference made
a part hereof; and,
WHEREAS, the Licensee desires a license to cross, encroach uPon or modif,
said ditch or canal
and/or the District's easement under the terms and conditions of this License
Agreement;
NOW, THEREFORE, for and in consideration of the premises and of the
covenants, agreements and
conditions hereinafter set forth, the parties agree as follows:
LICENSE AGREEMENT - 1
A. Ackoowledgment ofthe District's Essement'
l.LioenseeacknowledgesthattheDistrict'seasementfortheditchoroanalincludesa
sufficient area oflandto convey inigat-ion and drainage water, to operate, clean, maintain
and repair the ditch
o,
"unut, "na
to ,""ess the ditch or-canal for said purposes, and is a minimum of 100 feet, 50 feet to either
side of tire centertine for the Five Mile Drain and 60-feet, 40 feet to the left and 20 feet to
the right ofthe
centerline looking downstream for the Creason Lateral'
B, Scope ofLicense
l.TheLicenseeshallhavetherighttomodirytheditchotcanalorencroachupontheDistrict's
easement along the ditch or drain in the mannlr described in the "Purpose
of License" attached hereto as
Exhibit C and by this reference made a part hereof.
2. Anycrossing, encroachment upon or modification ofthe ditch or canal and/of the District's
easement shall be p".fo.r"d ,nd .nintained in accordance with the "special
conditions" stated in Exhibit
D, attached hereto and by this reference made a part hereof. Any difference or discrepancy betwesn
the
items listed in Exhibit i .?urpose of License," and any
plans or drawings referenced in or attached to
Exhibit D shall be resolved in favor ofExhibit C. Licensee shall only be permitted to cross, encroaoh
upon
or modiry the ditch or canal and/or the District's easement as described in Exhibit c
even if any plans or
drawings referenced or attached to Exhibit D provide or show otherwise'
3.ThisLicenseAgreementpertainsonlytotheLicensee'scrossing,encroachmentuponor
modification ofthe ditch orcanaiand/orthe District's easement for the purposes and in the
manner described
herein. The Licensee shall not excavate, discharge, place any structur€s, nor plant any trees,
shrubs or
ianar""ping within the District's easem"nt, no. p"tfo.. *y construction or activity within the District's
"".",ount
6. th" ditch or canal except as refenid to in this License Agreement without the prior written
consent of the District.
4.TheLicenseerecognizesandacknowledgesthatthelicensegrantedthisLicenseAgreement
pertains onty to the rights ofthe District as owner ofan easement. The District has no right or
power to
i."ut" rigtrtr in ttr" Lic-ensee affecting the holder oftitle to the property subject to the Distriot's
easement'
any .u"fr rigt t. off"oting fee title m; be acquired by the Licensee_from the holder oftitle to the propefiy.
Sboutd LicJnsee fail to;btain such rights from the hoider oftitle to the property or should
the rights obtained
frove legalty ineffectual, Licensee siall hold harmless,
indemnifl and defend the District from any claim
iv nny p-rtty u.i.ing out ofor related to such failure ofrights and at the option ofthe District
this License
Agreement shall be ofno force and effect.
C, Facility Construction, Operation, Maintetrance Nnd Repair
l.Licenseeagreesthattheworkperformedandthematerialsusedinanyconstructionpermitted
by this License Agreemerit shall at all times be subject to inspection by the District and the District's
eigineers, and thatinal acoeptance ofthe such work shallnot be made until all such work
and materials shall
t "i"
O""n exprossly approv;d by the District. Such approval by the District shall not be unreasonably
withheld.
LICENSE AGREEMENT - 2
2. Each facility ("facility" as used in this Lioense Agreement means any object or thing
installed by the Licensee on, over or in the vicinity ofthe Distriofs easement) shall
be constructed, installed,
"p"i"iJ,
i,"ir"*"d, and repaired at all times by the Licensee at the cost and expense ofthe Licensee.
3.Licenseeagreestoconstruct,install,operate,maintainandrepaireachfacilityandconduct
its activities within or affecting the Districfs easement so as not to sonstitute or
cause:
a. a hazard to any person or ProPerty;
b. an interruptio, o. inte.ferenci with the flow of irrigation or drainage water in the
ditoh or oanal or the District's delivery ofirrigation water;
c. an increase in seepage or any other increase in the loss ofwater from the ditch;
d. the subsidence of soil within or adjacent to the easement;
e. an interference with the District's use of its easoment to acc€ss, operate,
clean,
maintain, and repair the ditch or canal;
f. any other damage to the District's easement and irrigation or drainage works'
4.TheLicenseeagreestoindemnift,holdharmless,anddefendtheDistrictfromallclaims
for damages arising out ofany oithe Licensee's clnstruction or activity which constitutes
or causes any of
ih.
"ir"uilrt-oes
inumerated in the preceding paragnph, 3'a' through 3'f', or any other damage
to the
"urum"niuna
i"igrtion works which may be caused byihe construction, installation, operation, maintenance,
repair, and any use or condition of any facility.
5.TheLicenseeshall,upondemandoftheDistrict,removeanyfacilityorrepairanyalteration
ofthe District,s easementwhich interferes with the Distric(s operation and maintenance ofthe ditch
or canal,
or auu.". oa.onnitutes to any ofthe circumstanc€s enumerated in the preceding paragraph,3.a.
through 3'f ,
or any other damage to the easement and irrigation works. The District shall giv€ leasonable
notice.to the
ii."*"", -a.nAiallow
the Licensee a reaso,-nable period of time to perform such maintenance, repair, and
otn"r *ort,
"*"apt
that in cases ofemergency the Dishict shall attempt to give such nofice as
is reasonable
onA".thu cir"r..tunces. The District reierv;s the right to perform any and all workwhich
the Licensee fails
or refuses to perform within a reasonable period oftime after demandby the
District. The I ,icensse agrees
;; ;;r;,h" Drttic!
on demand, the coits whioh shall be reasonablv expended by the District for such
purpo."r. Nothing in this paragraph shall oreate or support any claim ofany kind by the Licersee.
or any
ihj;:;"6,
"g;l;.*he
District fir itailure to exercise the options stated in this paragraph, and-the Licensee
.rrurl i"o"rnrifv, rrold harmless and defend the District from any claims made against the District arising
out
oior retating to th" terms of this paragraph, except for olaims arising from any work which unreasonably
exposes thebi$rict's employees and alents to thi risk of harm from electric power lines, or
arising solely
out ofthe negligence or fault ofthe District.
D. Disirict's Rights Are Pararnount
1. The Licensee understands and agrees that the ditch or canal is a manmade channel
that was
Agreement, nor to grant any rights in its inigation or drainage works artd system incompatible
with the use-s
i"lrf,iof, .r"f, i"igltion or iralnage works alnd system are divoted and dedicated and that this contract
shall
be at all times construed according to such principles.
3.NothinghereincontainedshallbeconstruedtoimpairtheditchordrainorthgDistrict's
"ur"*"rrt,
and all conJuction and use of the District's easement by the Licensee and the license herein
pionia"JAr."for rhall remain inferior and subservient to the rights ofthe District to the
use ofthe ditch or
oanal for the hansmission and delivery of irrigation water or transmission ofdrainage water.
4.TheLicenseeagreesthattheDistrictshallnotbeliabteforanydamageswhiohshalloccur
to any facility in the reasonabl-e exercise of the rights of the District in the course of
performance of
,,uini"nun." t. ,.pair of the ditch or drain. The Lioensee further agrees to suspend its use
of the said
easement areas when the use ofthe easement areas is required by the District for maintenance or
repair under
this or any other paragraph ofthis License Agreement'
5. In the event ofthe failure, refusal or neglect of the Licensee to comply with all of the terms
and conditions of this Lioense Agreement, the licensi of the Licensee under the terms hereof
may be
terminated by the Dishict, and antfacility, itruoture, plant, or any.other improvement in
or over.*9ai.tctt'
u.Jrf,",igf,t of*uy thereior, which may impede or reitrict the maintenance and operation ofsuch
ditoh or
canJ by t[e Oisrrict with its equipment ior the maintenance ofthe ditch or oanalshall
be promptly removed
by the Licensee upon demand ofthe District.
E. Applicable Law and Jurisdiction Unaffected'
l.NeitherthetermsofthisLicenseAgreemen|thepermission$antedbytheDistriottothe
Licensee, the Licensee's aotivity which is the subjeciofthis License Agreement, nor the
parties exercise of
*Vl[f,ir
".
pr.frrmance ofany obligations ofihis License Agreement, shall be construed or asserted
to
"*i"nith"
uppli"ution ofany statute, irle, regulation, directive or other requirement, or thejurisdiction of
any federal, siate, or other agency oi offioialio the District's ownership, operation, and maintenance.
ofits
Aiirs, a*ins, i"igation woiks and facilities which did not apply to the District's operations and activities
prior to and without exeoution of this License Agreement.
2.IntheeventtheDistrictisrequiredtocomplywithanysuchrequirementsorissubjectto
the jurisdiction of any such sgency as a resuit of execution of this License Agreement
or the Licensee's
actiiity authorized h"i"rnd"r, Licens"" rhall indemnifi, hold harmless and defend the District from allcosts
and liabilities associated with the application of such laws or the assertion of such
iurisdiction or, at the
option ofthe Dishict, this License Agreement shall be ofno force and effect and the Licensee shall
cease
ail activity and remove any facility authorized by this License Agreement'
F, Iudemnification
l. In addition to all other indemnification provisions herein, Licensee further agrees to
indemni!, hold harmless and defend the District from any injury, damages, claim, lien, cost and/or exP€nse
(includinjreasonable attorney's fees) inoured by, or asserted against, the Distriotby reason ofthe negligent
acts ororiissions ofLicensee or its agents, contractors or subconhactors in performing the consffuction and
activities authorized by this License Agreement.
LICENSE AGREEMENT.4
G. Fees and Costs
l. The Licensee agrees to Pay
attomey fees and engineering fees charged by the attomey.for
th€ Distriot or by tbe engineers-for the Diitriot in connection with the negotiation
and preparation of this
License Agreement.
2.Shoulcteitherpartyincurcostsorattomeyfeosinconnectionwitheffortstoenforcethe
provisions ofthis License Agreement, whether by institution ofsuit or not, the party rightfully
enforcing or
iighmrv,rrir,irg
"nforcem-ent
of the provisions of this License Agreement, orthe prevailing pafly in
case
sult is inititutea, s'lall be entitled to reimbursement for its costs and reasonable
attorney fees fiom the other
party.
l. No Clai4s Created. Nothing in
this Lioense Agreement shall create or support a claim of
.rtopp.l, *uiu"rJEilffiIfi uduerse posiession by the Lioensee or any third party against the District'
2. Assienmen!. Neither this License Agreement nor any agreement entered
pursuant to,tll.s
Li""n." Agru"r Gi! b.ksigned or transferred without the prior written approval of
the Parties' which
approval shall not be unreasonably withheld'
3.AmendmentandModifioation'AnyamendmentormodificationofthisLicenseAgreement
must be in writing and signed by all parties to be enforceable'
4. I$glpIg4d. This Lioense Agreement
shall be interpreted and enforced in accordance with
th" la*, ofth" Stut"-if Idaho. This Lioense ,{greement is not intended for the
benefit of any third party and
is not enforceable by any thkd Party.
Ifany piovision ofthis License Agreement is determined by,a court
"t""rp""r,,i"rirai"tlon
to b" iru"iia o, oiherwise unenforceable, all remaining provisions ofthis Liceme
lg"uri"nirr,ar ,"main in full force and effeot. The parties represent and warrant to
each other that th€y
eich t uve auttrority to enter this License Agreement. ihe catchlines or section headings
herein set forth are
orovided onlv for the convenience ofthe parties in looating various provisions of this License
A8reement,
Ini'-" ioi ii,.na"d to be aids in interpretation ofany provision ofthis License Agreement with
respect to
which the parties might disagXee at some future time, and shall not be considered in any
way in interpreting
or construing any provision ofthe License Agreement'
5.BindingEffect.Thecovenants,conditionsandagreementshereincontainedshallconstitute
"ov"nunts
to ,rniith,iid .rnning with, the real property described in Exhlbit A, and shall be binding
on
"u"t
oitt
"
pu.ti". t eieto and on ill parties and ail pirsons claiming under them or either of them, and the
"ar"*gl.
[".""trhall inure to the benefit ofeach ofthe parties hereto and their respective successors and
assigns.
6.Notices,Anyandallnotices,demands,consentsandapprova|srequiredpursuanttothis
License Agreement shall be delivered to the parties as follows:
Nampa & Meridian tnigation District See page I for Licensee
Ir. Miscellaneous
v v VV
5525 East Greenhurst
Nampa,ID 83686
Notices shall be deemed to have been delivered upon hand deposit in the United States mail as
provided above.
7 . Countemarts. This License Agreement may be executed and delivered in counterparts, each
of which rhall be dee,ned to be an original and all of which shall constitute one and the same inshument.
IN WITNESS WHEREOF, the Dishict has hereunto caused its name to be subscribed by its ofFtoers
first hereunto duly authorized by resolution of its Board of Directors and the Licensee has caused its name
to be subscribed, all as ofthe day and year herein first above written.
NAMPA & MERIDI.AN IRRIGATION DISTRICT
Its President
ATTEST:
Secretary
ISOLA CREEK LLC, an Idaho limited liability company'
Thomas M. Jr.,
OFFTfffAL
,"$eaa{
LICENSE AGREEMENT - 6
.t/ \-/ Jv/
STATEOF IDAHO
County ofCanyon
On this iI i day of 2013, before me, the undersigned, aNotary Public in
and for said Statg personally appeared Paterson and Daren Coon, known
to me to be the President
and S ecretary, resPectivelY ,ofNAMPA& MERIDIANIRRIGATIoNDISTRICT,theinigationdistriotthat
executed the foregoing instrument and acknowledged to me that such irrigation
district exeouted the same'
IN WITNESS WHEREOF,Ihave hereunto setmyhand andaffixed myofficial
seal, theday
and year in this certificate first
K
Public Idaho
Residing at Idaho
)
)
)
SS
My Commission exnires: /a,t.*t A$t8
STATE OF IDAHO ) rE
me that said entity executed the same-
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my ofFrcial
seal' the day
and year in this certificate first above written'
N Public
at
My Commission
al_
Rfcr{
<f"l
#rl; ffe1 $ ;i
'i.
h.I
4:,
ARY
ooo
LICENSE AGREEMENT. T
County of Ada
On this of
public in and for said state,
2013, before me, the undersigned, a notary
M. COLEMAN, JR., known to me to be the
acknowledged to
\/ Y' \/v
EXHIBIT B
Property/Canal Crossin g
See Exhibit D-1 attached hereto.
EXHIBIT C
Purpose of License
The purpose of this License Agreement is to perntit Licensee to:
I . discharge storm water from [,icensee's property into the Five Mile Drain and construct and
install a disclrarge pipe for said storm water within the District's easetnent for the Five Mile
Drain;
Z. construct and install a pressure irrigation line and a storm drain line across and under the
Creason Lateral and within the District's easement;
3. concrete line a portion ofthe Creason Lateral where the storm drain line crosses the Creason
Lateral;
4. construct and install a new head gate and intake pipe from the Creason Lateral and within
the District's easement for tlre Creason Lateral;
5. construct and install a pump station within the District's €asement for the Five Mile Drain;
and
6. dischargeoverflow irrigation watedleturn flows frorn Licensee's pressure irrigation intothe
Five Mile Dr.ain and construct and install a discharge pipe within the District's easement,
all within Licensee's real property described in Exhibit A, Isola Creek Subdivision No.
1, located northeast
of the intersection of f"n vrif" Road and Ustick Road in Meridian, Ada County, Idaho. No
other
construction or activity is permitted within or affecting the ditch or canal or the District's
easement'
EXHII]If D
SPecial Conditions
a. Construction permitted and approved in Exhibit C shall be in accordance with Exhibit
D-1
attached hereto and by this reference incorporated herein. Licensee shall be required to
concrete line I 0 feet
to either side of the trenclr in the Creason Lateml as part of the construction and
installation of the storm
drain line under the Creason Lateral
b. Licensee shall notifo the District prior to and immediately after constructiott so
that he or
the District's ettgineer's may inspect and approve the construction'
c. Licensee shall be responsible and shall ensure that any discharge into the Five Mile Drain
does not caus€ any erosion or subsidence of soil within the ditch or drain. The Licensee
agrees that the
District shall not b; liable for any damages which slrall occur to the discharge pipe
or any other improvement
of any kind or nature whatsoever which the Liceruee shall install on the said easemcnt
area of the District
in tlre reasonable exercise of the rights of the District in the course of performance of
maintenatrce or repair
of said ditch or drain.
d. Licensee represents that Licensee has complied with all federal, state or other laws,
rules,
LICENSE ACREEMENT. S
reglrlations, dir€ctives or other requirements in aly form regarding environmental matters, and specifically
thos€ relating to pollution control and water quality, as may be applicable under the sub.iect matter, terms
or performance ofthis agreernent broadly construed. Licensee recognizes its continuingduty to comply with
all such requirements that now exist or that may be implemented or imposed in the future. By sxecuting this
agreement the District assumes no responsibility or liability for any impact upon or degradation of wat€r
q uality or. the envir onnrent resu lting from the discharge or other activity by Licen see wh ich is the subject of
this agreement.
e. Liceusee hereby indemnifies, holds harmless and shall d€fcnd the Distl'ict from any and all
penalties, sanctions, directives, claims or any action taken ol requirement imposed by any pafty or entity,
public or private, with respect to environmental matters lelating to the subject mattcl, temls or porfonnance
ofthis agreernent unless the District shall be solely responsible for the condition or activity wh ich gives rise
to any such penalty, sanction, directive, claim ,
action or requirement.
f. ln the event the District is required by anygovemmental authority to acquire oroomply with
any permit or other operational requirements associated with Licensee's discharge and other activity which
is ihi subject ofthis agreement, Licensee shall indemnify, hold harrnless and defend the District form all
costs and liabilities associated with such permit and other requirements, including but not lim iled to all costs
associated with all permit acquisition, construction, monitoring, treatnlent, administrative, filing and othel
requirements.
g. Th€ patlies to this agreement recognize this license agreement is an accommodation to
LiceDscc. The District by this agreement does not assume, create, or exercise legal or other authority, either
express or inrplied, to rcgulats control, or prohibit the discharge orcontribution ofPollutants or contaminants
to ihe District's facilities or to any groundwater, waters ofthe State of Idaho or the Unit€d States, or any
other destination. Such authority, to the extent that it exists. is possessed and exercised by govelnmelltal
envit onmental agenciss.
h. Construction involving the Creason Lateral shall occur during the non-irrigation season and
sl.rall Dot commenco pl.ior to october 15,2013 and shall be comPlet€d prior to March l5, 2014 All other
construction shall be completed within one year ofthe date ofthis Agreoment. Time is ofthe
essence.
LICENSE AGREEMENT.9
V V
ELECTRONICALLY REOOFDED - DO NOT
HEII/IOVE THE COUNTY STAIVIPED FIRST
PAGE AS tT IS NOW INCORPOBATEO AS
PART OFTI.IE ORIGINAL DOCUMENT.
AFTER RECORDING, RE'TURN TOI
ISOLA CREEK LLC
cy'o Quentin M. KniPe
Stoel Rives LLP
101 South Capitol Boulevard - Suite
I 900
Boise, lD 83702
tS,tf,3X,H"&'ri3D%Tr" "';f'. t3er,'
Rich A M ou Nr I 6' 00 3
ffi-H{pu,t'f^ilfli, iruu u,',
ffi iltllu.[Luut|'uil *t nil ffi
PIONEER TITLE COMPAN
V *
SocrzaT
BARGAIN AND SALE DEEI}
FoR vALUE nrcdtwP, us BANK, N.A. McN
qualified oo-porsonal repre'sentatives
to that cerEin probate cise filed as Case
Judicial Distriot, Ada County, ldaho,
as the dulY
859
CONVEY unto ISOLA CREEKLLC,
South ToPaz WaY, Suite 200, Meridian, Idaho
83642, Grantee, its successors and assigns
forever, the following described real
ProPertY looated in Ada CountY'
ldaho:
See Exhibit A attached hereto'
Together with anY and all estate, righ! title, interest,
hereditaments,
reversions, remainders, easements, rents, issues,
and Water rights tn
anywise appertaining to the propefty
acquired titl e thereto.
and any after
The Grantor covenants to the Grantee that the
premises are free ftom all ensumbrances
arising iy, through or under Grantor, but not otherwise'
EXECUTED tnis ifiaYofMarch'
2013'
US BANK, N,4.,
d;-i'ffi;ii{Lpiesentativ e bfthe Estate of Leonard HuskeY
By:
Huskey
herein described as
13462667,2 0042597.000t 4 Exhibit A, Page 1
v \>,' \-/
J
STATE OF IDAHO )
)ss
COUNTYOFAda )
onthis.@uyofMarch,2013,beforeme,theundersigned,anotarypublicin.*g.P'
said state, personally "Jp;;Ji&"n W. gingt ut,
known or idintified to me to be an the Vice
president of US Bank, fr,A., th" person whosi
name is subs$ibed to the within inshument as an
authorized representativ;;i'da il"k, N.A., the Co-Personal
Representative of the Estate of
Leonard Huskey, a....*J, *a acmo*fealed to me
that he exetuted the same on behalf of US
Bank, N.A. as such Co-Personal Representative'
IN ,I hate hereunto set my hand
and affxed my offrcial seal the
day and vear first
Expires:
STATE
COUNTY OF Ada
at:
hand and affixed my offrcial seal the
Residing at: Meiba, ID
Commission Expires: lll0lfi
5J
)
)
)
on this llg"y ofMarch,-2o1i,.P"g'*
me, the undersigned, a notary public in and for
said state, personally dp]a16d
Ed fvl"N"lir, tno*n'o. identifiedlo me to be the
person whose
name is subscribed to tll within inshument as the Co-PersonalRepresentative of
the Estate of
Leonard Huskey, d"."ur-"d, uia uatno*fedged to
me that he executed the same as such Co'
Personal RePresentative.
IN MTNESS WHEREOF,I have hereunto
day and Year first above
written
My
7 3i6266?.2 0042597 -000 14
Exhibit A, page 2
oe@
@O@
\/v \/V
E)ftIIBIT A
DescriPtion of Land
The West Half of theNortheast Quarter
of tlre Sourhu'est Quarter; the Northrvcst
Qtrarter of the
Soudrwest Quarter; and the Norrl' HAf of tl. Southltr'est Qtrarter of the
loyth;r'est Quarte&
all in
i;rir; 3j, i"r*.tip q N".tlL Praule 1 Vest of tbs BoisoMeridiao'
in Adr Couatv' Idaho'
EXCEPTING THEREFROM the folloniug:
A parcel located iu the stll/4 of the SWI/4 of sectioa 35, Towuship 4 North, Range
I \t'est' Boise
il;Eil Ae, Coruty, ldaho' uore parliorlarly descdbed
as follows:
commeociflg at a brass c8p.$xonuareotmarking the south$'esErly
coruer of sard swt/4 of the
SWli 4 &oa whicL a 5E # ;;;;;;1" J-Hre th" Norttwesterlv
corner of tbe SW t'l4 of said
SectionbearsNortlbos3'0f'East a distnnce of 2&357 ftet; theoce
Norttr 0o53'04-Enstabo;Ae UfesLitytouaUary of eaid SWti+ of
the SW1/44 distaace of 660'89
feet to a poiut oo t" ot"olioi of tUu fio*tt*tty bouadary of Hartford Subdivisios
ae shown itr Book
82 of Plnts atPagb 9001 io.the of6ce of tle Recorder, Ada
Cogut1" Idaho and the REAL pOINT
OF
BEGINNRIG; thence coathuing
r.r"rrrr o;sl
jo+'i
East n distaDce or ++g.t t fect to a point on thc ceaterlifle of Five
Mile cteek as
described ,r an ensement d*;id;";;.u"a u" ro.ror-egtNusber 64773 on file in said ofiice of
,rTiilil";#ii,.i*?;;G;"ii westerly botrndary and along said ceaterliue the following
described courses:
Theace Sosth 4602I'56- Easta distance of317'53 feetto apoint;,-
Theuc.e a distalse of f f +ii ieet aioog the arc ofa 181'00 foot radius cun:e left' said cun'e
haviag a
.'*:"-i*el"
"fid;fi'OO';
*i . iiog-chord beariog South 6428'26'East a distauce of ll2'52
feet
to apoiat,
Theuce South 82034156' East a distauce of 989,90 feef to a
poiat ou the Easterly borrudary of said
SWI/4 of the SWI/4; lhence leaviug said cartetline
South 0"39'40" West aloog said Easterty bo[odary a distasce of
70'01 feet to a point on dre
ilffilyi*;ro."y ri."iirilr*a suuai"itioa;-theace leating saidEastc4vbouodarv
North Bgol#4?- \thst al.i;; ;iJft-A".fy Uoundary a distasce of 1319-18 feet to the REAL
POTNT OFBEGINNEiG."
7 3462667.2 00 42597 -00014
Exhibit A, page 3
February 14,2013
A parcol locatod in thc sw % of sec{ion 35, TownBhip 4 North, Rangp I Weet, tsoise lvlerljian,
Aeia County, ldaho, and more partiodarly described as b[otrve :
EEGINNING at . BrsE6 Cap monurnent marking the northwest corncr of said sw %, from which
a Bress Cap monufiront ma{king the southwast corner of eaid SW % bears S 0'53'07'W a
dietanca of 2643.59 fect;
Thencc s 89.1 1'20' E along the northerly boundary of said sw % a distenoo of 894.57 fest to a
poinl;
Th6nc€ leaving said norlherly boundary S 00"48'40'W a distance of 477.38 fe€t to a Point;
Th€nco N 72'53 49 W a distanc€ of 33.82 feot;
Thence S 17'30'00'W a dietancc of 82.72 feet to a point on a curvc;
Thenco 136.70 fo6t alorE th€ arc of a non-tang€nt curve to the lEft, said curve having a ladius
of 335.00 feEt, a detta angle o123"22'45", and a long chord bearing S 44"01'46' W a diotance of
135.75 f€et to 8 point;
Thenoe S 57"39'36' E a distanco of 60.00 feet to a point;
Thence S 58'03'53" E a distance of 90.18 feet to a poinl;
Thence S 48'53'51' E a dietance ol 28.25 feot to a point;
Thence N 52"24'45" E s distanoe of72.68 feet to a point;
Th6nce N 63'51'36' E a distance of 71.77 feet to a point;
Th€ncc N 74"56'00' E a distanoe 0f72.71 feet to a point;
Thenco N 78'53'56' E a cliEtanco of 72.00 f€et to a poht;
Thsnca N 89'39'36" E a distance of 73.14 fael to a point;
Thence S 89'.13'35' E a distancc of 400.28 f€et to a point;
Thence S 00'46'25" w a distanco of 135.00ieet to a point;
Thencc S 69"13'35' E a distance of 51.28 feet to a point;
Thenco S 00'46'25'W a dietance of 185.00 f€et to a point;
Thsncc N 89'13'35' W a dlstanco of 425.00 fe6t lo a point;
121109-des.docx
Exhibit A, paqe 4
\7 v'
Thence S 62'16'25" W a dletanoe of 51.70 feet ts a point;
Thsnoe N 33'37'10'W a dietance of 85.00 feat to a polnt;
Thcnco S 56"22'50'W a dietance of 185.00 fectlo a point;
ThEnca N 33'37'10'W a dietance of 86.42 feet to a point;
Thsnce N 78'37'10" W a dietance of 28.28 feat to a point;
ThEnce S 56o22'50" W a distanoc of 11.03 feet to a point;
Thenca N 33'37'1O W a distance sf 70.00 feet to a point;
Thence N 47'06'48'W a distance of 105.82 feet to a point;
Thenoe N 67'50'00'W a distanee of 110.80 feet to a point:
Thence N 71'07'12'W a dietanoe of 106.59 feet to a point;
Thenoe N 83'27'61'W a distance of 107.06 feet to a polnt;
Thence N 89'06'50' W a dietance of 85.00 feet to a point;
Thence N 89'06'53" W a distance of 84.35 feet to a point;
Thence S 83'41'55'W a distance of 134.72feetto a point;
Thence S 45'53'29'W a distance sf 172.47 feet to a point;
Thence N 89"06'53'W a diEtance of 80.00 feet to a point on the westerly bourndary of the SW %
of said Section 35;
ThEnoe N OO'53'07" E along said westerly boundary a distance of 845.43 feet to the POINT OF
BEGINNING;
This parcel cordains 20,45 acres and is subject to any easements existing or in use.
121 109-des.docx Exhibit A, page 5
\-. '-J
' 111 I
vv
February 14, 2013
Description for lsola Creek Subdivision No. I
A parcel located in the SW % of Section 35, Township 4 North, Range 1 West, Boise Merldian,
Ada County, ldaho, and more particularly described as follows:
BEGINNING at a Brass Cap monument marking the northwest oorner of said SW %, from which
a Brass Cap monumenl marking the southwest comer of said SW % bears S 0'53'07" W a
distance of 2643.59 feeq
Thence S 89'11'20' E along the northerly boundary of said SW % a distance of 894..57 feet to a
point;
Thence leaving said northerly boundary S 00'48'40'W a dislance of477.38 feet to a point;
Thenoe N 7?"53'49" W a distance of 33.82 feet;
Thence S 17'30'00" W a dlstance of 82.72 feet to a point on a curve;
Thence '136.70 feet along the arc of a non-tangent curve to the left, said curve having a radius
of 335.00 feet, a delta angle of 23"22'4t, and a long chord bearing S 44'01 '46' W a distance of
135.75 feet to a point;
Thence S 57'39'36' E a distance of 60.00 feet to a point;
Thence S 58"03'53' E a distance bf 90.18 feet to a point
Th€nce S 48"53'51' E a distance of 28.25 feet to a point;
Thence N 52"24'45" E a distance of 72.68 feel lo a poinl:
Thence N 63'51 '36' E a distance of 71.77 feet lo a point:
Thence N 74"56'00' E a distance of 72.71 feet to a point;
Thence N 78"53'56" E a distance of 72.00 feet to a point;
Thence N 83"39'36' E a distance of 73.14 feet to a point;
Thence S 89''13'35' E a distance of 400.28 feet to a point;
Thence S 00'46'25" W a distance of 135.00 feet to a point;
Thenoe S 89'13'35' E a distance of 51.28 teot to a point;
Thence S 00'46'25' W a distance of 185.00 feet to a point:
Thence N 89''13'35' W a dislance of 425.00 fieet to a point;
121i09-des.docx
EXTIIBITA
Thence S 62'16'25'W a distance of 51.70 feet to a poinh
Thence N 33'37'10' W a distance of 85.00 feet to a point;
Thence S 56'22'50'W a distance of 185.00 feet to a pointi
Thence N 33'37"10'W a distance of 86.42 feet to a point;
Thence N 78'37"10' W a distance of 28.28 feet lo a point;
Thence S 56'22'50' W a distance of 1 1.03 feet to a point;
Thence N 33'37'10' W a distance of 70.00 feet lo a point;
Thence N 47'05'48" W a distance of 105.82 feet to a point;
Thence N 57"50'00' W a distance of '110.80
feet to a point;
Thence N 71'07'12'W a distance of 106.59 feet to a point;
Thence N 83'27'51'W a distance of 107.06 feet to a point;
Thence N 89'06'50' W a distance of 85.00 feot to a point;
Thence N 89"06'5y W a distance of 84.35 feet to a point:
Thence S 83'41'55'W a dislance oI 134.72leetto a point;
Thence S 45'53'29" W a distance of 172.47 feet to a point;
Thence N 89"06'53'W a distance of 80.00 feet to a point on the westerly boundary ofthe SW %
of said Section 35;
Thence N 00'53'07" E along said westerly boundary a distance of 845.43 feet to the POINT OF
BEGINNING;
This parcel contains 20.45 acres and ls oubJect to any easements existing or in use.
11114
,zI| 5/t
o t
q
$ N L L b
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E
121109-des.docx
October 24. 2013
N
Date Compiledl
Letter of CrediuBond No
lssued By:
Expiration Date:
SUREry BREAKDOWN
FOR
ISOLA CREEK SUB. NO.1
Communit Developmenl
Deporlmenl
1
2
4
5
6
7
6
9
19
11
't2
,sanitary Sewer (lntemi[
Sanitary Sewer (Offsite)
Water-internal
Water- Offsite
Rect;im;J water
Street Lighls
. Landscaping
Pathways
Fencing
i Pressurized lrrigation
Gravity lrrigation
300k
125o/o
3oo/o
125%
125o/o
1250/0
1 1Oo/o
1 10o/o
110%
125o/o
11Oo/o
1 10o/o
$
$
$
$
$
$
$
$
$
s
$
$
$
$
$
r 9
\
\o - q,'Zo\a
(
(
{
(
H 107,bs5. L1
ol'l'b7 6/
on 'to-t{-t3
Date Compiled: October 8, 201 3
Letter of CrediuBond Noj DIAN
Check No.
SURETY BREAKDOWN
FOR
ISOTA CREEK SUB. NO.l Community Development
Deportmeni
lssued By:
Expiration Date:
1 10o/o
1 1Oo/o
125o/o
110%
110%
11Oo/o
110%
110%
110%
$
$
$
$
$
$
$
$
a
.)
Public Works
Public Works
Public Works
Public Works
Public Works
Building
Planning
Planning
llanning
NMID
Public Works
Planning
Planning
Planning
Planning
41,627.40 41,627.40
3
4
58,917.30
67,875.00
$
$
.e
\-/ V
IN THE MATTER OF TIIE
REQUEST FOR FINAL PLAT
CONSISTING OF 48 SINGLE.
X'AMILY RESIDENTIAL
BUILDING LOTS AND 9 COMMON
LOTS ON 20.45 ACRES INAI\I R.4
ZONING DISTRICT
\J \/
BEFORE THE MERIDIAN CITY COI'NCIL
)
)
)
)
)
)
)
)
)
)
)
HEARING DATE: APRIL 2,2013
cAsE NO. FP-13-011
ORDER OF CONDITIONAL
APPROVAL OF FINAL PLAT
BY: COLEMAIY HOMES' LLC
APPLICANT
This matter coming before the City Council on April 2,2013 for final plat approval
pursuant to Unified Development Code (UDC) l1-68-3 and the Council finding that the
Administrative Review is complete by the Planning Division and Public Works Department, to
the Mayor and Council, and the Council having considered the requirements of the preliminary
plat, the Council takes the following action:
IT IS HEREBY ORDERED THAT:
I. ThE FiNAI PIAt Of "PLAT SHOWING ISOLA CREEK SUBDIVISION,
LOCATED IN THE SW % Of SECTION 35, T.4N., R.IW., BOISE MERIDIAN,
MERIDIAN, ADA COUNTY,IDAHO, 2013, STAMPED BY CLINTON W.
HANSEN, PLS, SHEET 1 OF 3," is conditionally approved subject to those
conditions set forth in the staff report to the Mayor and City Council from the
ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT
FOR ISOLA CREEK SUBDTVISION (FP13-011)
Page I of3
)
)
\-. v \-/ \./
Planning Division and the Development Services Division ofthe Public Works
Departnent dated April 2,2013,a true and correct copy of which is attached
hereto marked "Exhibit A" and by this reference incorporated herein, and the
response letter from Becky McKay, Engineering Solutions, a true and correct
copy of which is attached hereto marked "Exhibit B" and by this reference
incorporated herein.
2. The final plat upon which there is contained the certification and signature of the
City Clerk and the City Engineer verifuing that the plat meets the City's
requirements shall be signed only at such time as:
2.1 The plat dimensions are approved by the City Engineer; and
2.2 The City Engineer has verified that all off-site improvements are
completed and/or the appropriate letter of credit or cash surety has been
issued guaranteeing the completion of off-site and required on-site
improvements.
NOTICE OF FINAL ACTION
AND RIGHT TO REGI]LATORY TAKINGS ANALYSIS
The Applicant is hereby notified that pursuant to ldaho Code $
67-8003, the Owner may
request a regulatory taking analysis. Such request must be in writing, and must be filed with the
City Clerk not more than twenty-eight (28) days after the final decision conceming the matter at
issue. A request for a regulatory takings analysis will toll the time period within which a Petition
for Judicial Review may be filed.
ORDER OF CONDITTONAL APPROVAL OF FINAL PLAT
FOR rSOLA CREEK SUBDTVTSION (FPl3-01l)
Page2 of3
\J{ \/. vV
Please take notice that this is a final action of the governing body of the City of
Meridian, pursuant to Idaho Code $
67-6521. An affected person being a person who has an
interest in real property which may be adversely affected by this decision may, within twenty-
eight (28) days after the date ofthis decision and order, seek ajudicial review pursuant to Idaho
Code$ 67-52.
By action of the City Council at its regular meeting held on the /ov*day of
2013
By:
Tammy de
Mayor, Meridian
Attest:
City Clerk
Copy served upon the Applicant, Planning Division, Public Works Department, and City
Attorney.
Dated:
ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT
FOR rSOLA CREEK SUBDIVISTON (Fpl3_011)
Page 3 of3
a
City of
SEAI-
Tll
IAN
DAI.I o
I
i
v V
Please take notice that this is a final action of the governing
body of the City of
Meridian, pursuant to Idaho code $
67-6521-An affected person being a person who
has an
interest in real property which may be adversely affected by this
decision may, within twenty-
eight (28) days after the date of this decision and order,
seek a judicial review pursuant to Idaho
Codeg 67-52.
By action of the city council at its regurar meeting held on the fuW day of
2013.
Tammy de
Attest:
Mayor, Meridian
City Clerk
copy served upon the Applicant, Planning Division,
public works Deparkrnen!
Attorney.city and
ORDER OF CONDMIONAL APPROVAL OF FINAL
PLAT
FOR rSOLA CREEK SUBDwISION (Fp13_01
I )
Page 3 of3
tDAH O
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PIPE
SIZE
E IDIAN
PRO]ECT
IDAHO
CITY OF MERIDTAN
PUBLIC WORKS
COITSTRUCTION DIVISION
CONTRACTOR
INSPECTOR
AIR TEST
DATE
MANDREL
Test Date
DOWNSTREAM
MANHOLE
UPSTREAM
MANHOLE
TESTING
TIME
PASS
OR, FAIL
WATER
Test Tlme
OTHER
PASS
OR FAIL
VACUUM TEST
DATE MH#
PASS
OR FAIL
CONTINUITY TEST
PASS OR FAIL
\
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DATEOFTEST-
TEST OPERATOR ,I , I/
PASS
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Attested by:
PIPE
SIZE
E IDIAN
PRO]ECT
!DAHO
CITY OF MERIDIAN
PUBLIC WORI(S
CONSTRUCTION DIVISTON
CONTRACTOR
AIR TEST
DATE
UPSTREAM
MANHOLE
WATER
Test Time
OTHER
PASS
OR FAIL
MANDRET
Date
VACUUM TEST
DATE MH#
PASS
OR FAII
CONTINUITY TEST
PASS OR FAIL
I
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DATE OF TEST
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TEST OPERATOR
-
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INSPECTOR ,
DOWNSTREAM
MANHOLE
TESTING
TIME
PASS
OR FAIL
PASS
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Attested by: _
darr or resr 9-t7-(3
TEST OPERATOR b
PROJECT 1- t"/. fi,-L ln / ),,, ,, -J
E IDIAN
IDAHO
CITY OF MERIDIAN
PUBLIC WORKS
CONSTRUCTION DIVISION
CONTRACTOR
INSPECTOR
AIR TEST
DATE
MANDREL
DOWNSTREAM
MANHOLE
F17 ca, .
UPSTREAM PIPE
OLE
PASS
OR FAIL
TESTING
TIME
CONTINUITY TEST
PASS OR FAIL
PASS
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PASS
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VACUUM TEST WATER
Test TIme
PASS
Test Date DATEFAIL MH# OR
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TEST OPERATOR
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CONTRACTOR fu
INSPECTOR 7h,"1 1#r^l
IDAH O
CITY OF MERIDH]I
PUBLIC WORI(S
CONSTRUCTION DWISION
e I LltS
AIR, TEST
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MANDREL
Date
DOWNSTREAM
MANHOLE
UPSTREAM
MAN E
PIPE
SIZE
TESTING
TIME
PASS
ORFAIL OTHER
PASS
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VACUUM TEST
DA MH#
PASS
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WATER
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PASS
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COI{TINUITY TEST
PASS OR FAIL
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1
Attested byl
1
TV Video
Viewed and accepted
Vacuum Test
Sewer Line
Passed Air Test
PunchlistCompiled /J' 2 o - l3
FINALED SYSTEM
Water Llne
Continuity Test
Passed Pressure Test
2 Bacteria Samples Taken - per location
Hydrates Activated
Punchlist Complied
FINALED SYSTEM
PI System - private system inspected
Road Base - not necessarily paved, but 3/4 chip down
Street Sions
Temporary (makeshift)
Permanent (actual ACHD signs)
11 MONTH INSPECTION
V
Date:
NOTES FROM INSPECTORS:
PROJECT:
I
INSPECTOR:
r'
J -/2- //
tl
tl
E
__/
Ecrt J 50 /
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(r, n/ {.,7 ,/, vt)/oil
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NOTES FROM INSPECTORS:
ol
Date: / - 7 - /'/
onJ
TV Video
Viewed and accepted
Vacuum Test
Serygr Line
Passed Air Test
Punchlist Compiled
FINALED SYSTEM
Water Line
Continuity Test / - t'//
Passed Pressure Test
2 Bacteria Samples Taken - per location
Hydrates Activated
Punchlist Complied
FINALED SYSTEM
Pl System - private system inspected
Road Base - not necessarily paved, but 3/4 chip down
Street Sions
Temporary (makeshift)
Permanent (actual ACHD signs)
11 MONTH INSPECTION
INSPECTOR:
4
{in,/*ors"ol 7*'^. larlh Jql<, w,/li
f,,rA, ,
r,r.t'" etr,l/ l:<r/ -' {
/,-ut'
E
pR9JECT: -Z-s, /, (rr" /t YnlrvtsroJdl v v
TV Video
Viewed and accepted
Vacuum Test
Sewer Line
Passed Air Test
Punchlist Compiled
FINALED SYSTEM
Water Llne
Continuity Test
Passed Pressure Test
2 Bacteria Samples Taken - per location
Hydrates Activated
Punchlist Complied
FINALEDSYSTEM /2- 27- /3
Pl System - private system inspected
Road Base - not necessarily paved, but 3/4 chip down
Street Slqns
Temporary (makeshifl)
Permanent (actual ACHD signs)
11 MONTH INSPECTION
NOTES FROM INSPECTOHS:
Datez //.37-J4
INSPECTOR:
/,{,lr1or s? rlrn . r 1,,' /"4.- u
" 4n.
{, L / /t,ut, .(,-/
/r/ , {ecrr/n
nr l'' Fouroa/ e
, ,/ur rro tr, * t* / , {
fr'/r </ " ,t ru" ?r..
E
tl
E
E
E
I--lW Video --viewed and accepted
DATE:
NOIES FROM INSPECflAN:
4 :*=
J
eaorc*: -fu2r4 f*4/ff.*tf
Water Line
t/
[--lptsystem - private system inspected
[-_lnoad Base -- not necessarily paved, but 3/4 chip down
Sewer Line
Passed Air Test
Punchlist compiled
FINALED SYSTEM
Passed Pressure Test
Bacteria Samples Taken
Hydrants Activated
Punchlist Compiled
FINALED SYSTEM
Street signs
Temporary (makeshift)
Permanent (actual ACHD signs)
PECTOR
/
PROJECT: fifu,/,{
TV Vldeo
Viewed and accepted
Vacuum Test
Date:
NOTES FROM INSPECTORS:
-r,,,L:,I i ,^ ".
(
Sewer Line
Passed Air Test
Punchlist Compiled
FINALED SYSTEM
Water Line
Continuity Test
Passed Pressure Test
2 Bacteria Samples Taken - per location
Hydrates Activated
Punchlist Complied
FINALED SYSTEM
PlSystem - private system inspected
Road Base - not necessarily paved, but 3/4 chip down
Street Slons
Temporary (makeshift)
Permanent (actual ACHD signs)
11 MONTH INSPECTION
r/
.r/
INSPECTOR:
I
VV vv
PROJECT:
ni./t
{'-rt zk \ "
A J, 4t Date: /0 -;,/-
& TV Video
Viewed and accepled 8',' /S
Vacuum Test
Sewer Line
il-ra-r-ir r"", g' 21 '
13
Punchlbt Comgiled
FINALED SYSTEM
Water Line
continuityTest
Passedt2 PressureTesl - /#r-'* 1-i t- t )
E
tl
E
tl
Hydrates Aclivated
Punchlist Gomplied
FINALED SYSTEM
Pl System - private sl6tem inspected
Road Base - not necessalily pawtt, but 3/4 chip down
Street Sions
Temporary (makeshift)
Permanent (actual ACHD signs)
11 MONTH INSPECTION
INSPECTOH:
Community Development
Department
\-, Y
E IDIAN Lna o.I"lopment Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
MEMORANDUM
cc
TO:
DATE:
RE:
GIS: Matt Hoffman
File
tl23/14
lsola Creek Record Drawings
Enclosed are a disc and one hard copy plan set of the above project. Please return the hard
copy plan set when you are finished with it.
Thank you.
Ph: 208.887.2271 t www. meridiancitv. orq Fax 2O8.887.7297
Rev:01/2013
FROM: Steve O'brien
t
'vt/
DIAN
IDAHO
i" na o"illopment services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Community83642 Meridian. Idaho
Development
Department
TO
CC:
MEMORANDUM
PW lnspectors: Joel Meusch
FROM: Steve O'Brien
File
DATE: L/223/1.4
lsola Creek Record Drawings
Enclosed for your review is one set of record drawings for the above referenced project. Please
return once the review is complete with any comments.
Thank you
Ph: 208.887.2211 www. merid iancity.org Fax 208.887.!297
Rev: 01/2013
RE:
I
E IDI
IDAHO
!/
Community Development Dept.
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
Communiiy Development
Deporlmenl
Jaycee Holman, City Clerk
Bruce Freckleton, Development Services Manager
lsbla Creek Subdivision No. 1- Final Plat Signature
November 6, 2013
To:
From:
Re:
Jaycee,
Attached is the final plat for lsola Creek Subdivision No. l for your signature. All pre-requisite
items for signature have been complied with, including but not limited to entering into a
Development Surety Agreement and posting of Surety.
Finding for this development were approved by the City Council on: April 16,2013
Please let me know if you should have any questions or concerns,
Thank you,
Bruce
MEMORANDUM
loAt{o
Communily Development
Deporlment
MEMORANDUM
Warren Stewart, City Engineer
Bruce Freckleton, Development Services Manager
lsola Creek Subdivision No. 1- Final plat
Signature
Warren,
Tha nk you,
CMrmunitf Development Dept.
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian. Idaho 83642
October 30, 2013
drt;
To:
From:
Re:
Attached is the final prat for rsora Creek subdivision No.
L for your signature. AI pre-requisite
items for signature have been compried with, with the exception
of the payment of water
assessments for the pressurized irrigation single point
connection. The developer has entered
into a Development surety Agreement and has posted
the required performance
surety.
Please let me know if you should have any questions
or concerns,
@ro^),2
U
\,/ V
Community Development Dept.
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, idaho 83642
IDAHO
Community Development
Deportmenl
MEMORANDUM
October 29,2013
To:
From:
Re: lsola Creek Subdivision No. L - performance
Surety
Jaycee,
Attached is the original lrrevocable standby Letter of credit No. 24625,
issued by washington
Trust Bank on behalf of theirclient, coleman Real Estate Holdings
LLC and lsola creek LLC., as a
guarantee of completion of development improvements
haveI also attached a surety Breakdown for this deveropment. in the lsola Creek Subdivision No. 1.
Please let me know if you shourd have any questions
or concerns.
Thank you,
Bruce
Jaycee, Holman, City Clerk
Bruce Freckleton, Development Services Manager
?rV{i
MEMORANDUM
Mayor
Bruce Freckleton, Development Services Manager
Development Surety Agreement for lsola Creek Subdivision
No. 1
Co-m m u n if Development De pt.
Meridian City Ha , Suite 102
33 E. Broadway Avenue
Meridian, Ida ho 83642
October 29, 2073
IOAHO
Communily Developmenl
Deporimeni
To:
From:
Re:
Bru ce
Mayor,
Attached is the executed original Development surety Agreement
for lsola Creek subdivision
No l At this point in time we need to obtain your
signa-ture so that we may proceed to
recording.
Please let me know if you should have any questions
or concerns,
Thank you,
!D
qoAP
E IDIA Iand Development Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
IDAHO
Community Development
Department
TO
FROM: Steve O'Brien
File
DATE: s/23/t3
RE:
MEMORANDUM
PW lnspectors: Joel Meusch
WWTP: Tom Lee
Water Department: Chip Hudson
cc:
Enclosed are construction prints that have been stamped "Approved for Construction."
A Pre-Con Meetint needs to be scheduled.
Ph: 208.887.2211 wrYlY.meridianciw-oro Fax 208.887 .1297
lsola Subd ivision
E IDIAN
vv
Land Development Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Community83642 Meridian, Idaho
Development
Department
LETTER OF TRANSMITTAL
7l2lt3
To: Mr. Pete Wagner, PE
IDEQ Boise Regional Administrator
From Denny Cline, Development Analyst
Steve O'Brien, Development Analyst
Subject: QLPE Drawings, Record Drawings
Enclosed are the following L Dl) r _*
Remarks
Thank you.
Rev:01/2013
COPIES
1
1
DATE
DESCRIPTION
s/s173
4/2s/73
1 6/7 /73
1 s/73/13
1 5/31,113
t
1
1,
1
7
6/77/73
6/r2lB
QLPE Drawings - Messina Meadows
Sub #4
QLPE Drawin - The Villas at Lochsa Falls #2
QLPE Drawi - PSI Corporate Office
QLPE Drawings - Zebulon Vil
Sub
QLPE Drawin - Cavanaugh
Sub #1
QLPE Drawings - Spurwin Grove Sub
#6
6/4/13 QLPE Drawings -
Bridgetower Heights Sub #1
6/27/73 QLPE Drawings -
Paramount Sub #23
Envelope Containing
1- CD Rom - Record Drawings - Messina Meadows #3
L - 6/18/1"3 - CD Rom - Record Drawings - Paramount Sub #22
1- 6/19173 - CD Rom - Record Drawings - Bienville Square Sub #2
L - 6/26113 - Letter Re: Bienville uare Sub #2 -
Final Acceptance
Ph: 208.887.2277 www. meridiancitv. orq Fax 208.887.1297
Date:
QLPE Drawings - lsola Creek Sub #1
E IDIAN v\'
Land Development Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
IDAHO
Community Development
Depa rtment
LETTER OF TRANSMITTAL
Date s/20/L3
To: Kathy Stroschein, PE
Engineering Solutions
From Steve O'Brien
Development Analyst ll
Subject: lsola Subdivision
Enclosed are the following:
Remarks
Please feel free to contact me with any questions on this matter.
Thank you
coPrEs DATE
DESCRIPTION
1, s/761t3 QLPE Approved Plans
1. s/L7 /L3 City of Meridian Plan Approval Letter
1 s/L6/73 QLPE Approval Letter
Ph: 208.887.2211 a www.meridiancity.org I Fax 208.887.L297
E IaN La nd Development Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
::t'.=::=
Community Development
Department
LETTER OF TRANSMITTAL
Date: s/B/13
To Mr. Ryan Morgan, P.E.
Centra Consulting
413 West ldaho, Suite 302
Boise, lD 83702
From: Steve O'Brien
Development Analyst ll
Subject: lsola Creek Subdivision #1
Enclosed are the following:
coPrEs
toN
4 4/2s/13 Plan Sets
Remarks:
4 sheets to review:
Please feel free to contact me with any questions on this matter
Ph: 208.887.2271 a www. merid iancity. orq Fax 208.887.7297
Rev:01/2013
Attached for your review are four plan sets for the subject project.
Thank you.
DATE
L ENGINEERWE sloturtorus,tutue^-. ibna,rs -o enanneoias connuniles td ke .
LETTER OF TRANSMITTAL
To:
We are sending you:
These are transmitted as indicated below:
Steve,
Please call me if you have any questions or need any additional information. Thanks!
Kat
Copy to: File Signed:
:hy SFoscfreio P.e.
Steve O'Brien
Meridian City
Dated Descri ton
1Plan Street Li ht
x For Approval Approved as Submitted Submit for Distribution
Approved as Noted Return Corrected Prints
As Requested Returned for Corrections Return Corrected Prints
For Review and Comment Price x For Pre-Con
For Bids Due: Resubmit for Approval
Date: May 9, 2013
Project Name: lsola Creek Subdivision No. 1
Project Number: 121109
Copies
For Your lnformation
Remarks:
Vpccl.o.r,t-
DIAN vv
Land Development Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
Community Development
Department
LETTER OF TRANSMITTAL
Date: 4/t7/13
To: Robin Jack
Public Works Dept
From: Steve O'Brien
r-
Subject: lsola Subdivision
Enclosed are the following:
Remarks:
Thank you
1, 2/28113 Disc-lsola Sub #1-Meridian City Layers Utilities
Ph: 208.887.2271 www. merid iancity. orq a Fax 208.887.1297
Rev:01/2013
coPtEs DATE
DESCRIPTION
E DIXN G na DEvelopment Services
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
Community Development
Department
LETTER OF TRANSMITTAL
Date: 4le/73
To: Kathleen Stroschein
Engineering Solutions
From: Steve O'Brien
Development Analyst ll
Enclosed are the following
Remarks:
Please address the redline comments and checklist.
Please return the redlined plan set and four sets of the revised plans for review and/or
approval.
Thank you
coPrEs DATE
DESCR!PTION
L 2/4/1,3 lsola Creek Sub #1 Redlines - Review #1
1 4/s113 lsola Creek Sub #L - Residential Sub Plan Review Check List
1 4/e/13 lsola Creek Sub #1- Floodplain Review
Ph: 208.887.2271 www. merid iancity. orq Fax 208.887.1297
Rev:01/2013
Subject: lsola Creek Sub #1
a
-TY O' YERTDIAN .
PUBLIC WT 'KS D'
ARTMENT
RtsJt D E N}raL su B Drvr sr o N p LAtHEvr Et!/c H E c K Lrsr
Subdivision Name
Review Comments by:
Owner/Developer:
Council Final Plat
(-dc3-icr1 Aainl ,/
Review Number: .1^ e
Date of Review: lDate
+
+ rrr\\ 1 1;o^ "'.c\ \et<cj
S (<- 1t".<<< l'l
CITY OF MERIDIAN PUBLTC WORKS (Revised 1tfinA12)
33 E. Broadway Ave., Ste 102
v
1
OK Need The following items are Required Prior to Signature on the Final Plat the
1
water is used as an inigation source, the meter fee and common area irrigation assessme
Provide area for assessment
lf City must
be the owner /
2 for existing structures
previously or septic tanks must be paid prior to
connection to
S
water and/ or sewer
3 -/
services though the meter and fire hydrants). Easements on single water or sewer mains must be centered
on the main. Easements on combined water and sewer mains must extend 10'past the outside of each
main. Graphically depict the easement on the plan view. Submit an executed easement (supplied by Public
Works), a legal description, which must include the area of the easement (marked EXHIBIT A) and an
8112" x 11' map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed,
Provide a 20' easement for all public water / sewer main outside of public
sig ned and dated a Professional Land DO NOT RECORD. tf easement ls not on the
by Surveyor required
of fhls the easement will be to
(include all water
4 e the RECORDED
License Agreement from District(s) or downstream users for water /
SEWET or toa easement.
5 Provide a aooroval letter from ldaho Department of Water (tDWR).
OK Need The following items are Required Prior to Scheduling a Meeting With Public Works:
6 Five or of ction nts delivered to Public orks.
7 Written construction schedule and list of contractors submitted to blic
8 electronic files received the
I
Provide
/
approvals from all applicable agencies:
Final Plat Approval By City Council
DEQ or QLPE Design Approval Letter
Confirmation E-mail from ACHD that all requirements have been met
Confirmation E-mail or Fax from lnigation District that all requirements have been met
Confirmation E-mail from r that all uirements
The lssuance a Lefter for this 1S items:
Public Works Review and I Fees must be in full to issuance of a letter
Need
The lssuance a Plan Letter for this ts U the items
OK Need General Water
20 and identify existing water
matn alignment and size meters, valves, blowoffs an d hyd lants
that match facilities and that th have bee n field
21 Show all fire within 500' of develo
22 Fire hydrant spacing
sh,
side of centerline and at
all not exceed 400' in residential subdivisions. Locate hydrants on the water main
curb returns.
23 Water mains to be North and East of centerlin 4 feet off of
24 Water mains are not allowed within land areas.
25 Water main diameter shaI
be 1 2" on section line & near midsection line roads. Note on the planc
that
these water ma have 5' of cover.
26 Extend water mains to the construction limit boundaries to with the C "to
and h'
27 /
Water matns d re sleeved pvc) or cased (steel) when installing under inig ation/drain age/reuse
crossings. Casings are required when crossing piping sizes of 24' RCP or 36', CMP or PVC. Note that bell
restraints are to be used inside these S.
28 are placed
on either side of the crossing and a water meter connection to either side one of the
valves must be added to u
29 Label diameters and from to fitti on the vtew
30 all water s on each sheet. the ree of le for all bends.
31
lnstall 2" at the term ination of all dead end water matn s. Collars are required on all blow-offs.
lnstall permanent in-line valves at phase lin ES when future developments will affect
SCrvices or fire
hydrants. Valves are to be placed on the intersection water tees otherwise. Existing blow-offs may be
relocated.
32 ,/ Locate water meters North and East of side lines.
33 Water service meter size and meter setter size are on the S
34 lf water service lines cross water mai must be sleeved to a 10' either side of the water main.
35
Water service lines shall be placed in sleeves where subsu storm drain water infiltration beds or storm
drain infiltration swales are encountered. The
contamination from petroleum products and must
material used for sleeving must be impervious to
be approved by the ldaho Department of Environmental
36 Ail lots are served.
37
ldentify all existing on construction plan view and the note:
ExistingDepartment well(s) must be abandoned ftom domestic USE with ldaho
in acwrdance of Water
Resource requirements, with verification of disconnect by Meidian Public Works Depaftment,
Contact ID WR if well abandonment /s Wells be used for
OK Need Sewer
38 Show and identify existing
SEWET main alig nment and size, manholes, cleanouts, slope/grade and inverts.
match facilities n have been field u
39 -t'
Sewer ma NS to be designed in a conidor lying 5', North and East and 1 0' South and West of roadway
40 Sewer mains are extended a of ten 10 feet the line of the last lot served
41 Extend sewer mains to a il constru ction limit bou ndaries to com with the C "to
and h'
42 Pipe slo
,-TTY OF qERTDIAN .
PUBLIC W'-''.KS DF'IARTMENT
R\./ D E NrjL S U B DIVISIO N P LAI\<tVI E'\-,C H EC K LI ST
lssuance a Letter for this the Followi items
52 Sewerview t and marks are shown on the n
53 Class 200 SDR-2 on a
sewer S and service ines with less th an 3.0 of cove from top of
to natu ral nd or to SU Cover from of to fin ished shall not be less th an J
54 nes shall be placed
in water class pipe sleeves where subsurface storm drain water
or storm drain infiltration swales are
Sewer service li
55 As many as 3 sewer services may enter a manhole
at the end of a cul-de-sac or end a service area.
Match of not inverts
56 ewer service lines are to be dicular to sewer mains
57 a minimum 5'of on between sewer services.
58 Maintain 5'from the a manhole to a sewer service
59 Sewer services are shown at the center of
each lot and are extended to the easement line. Note on the
and of service.
60 Service line inverts do not exceed 5 feet of at the back of sidewalk.
61 All build are served.
ot
Locate on the plans MS or drain fields and add the
any existing septic syste note (if applica ble
):
septic tanks and sewer drain fields must be abandoned tn accordance Central
Existing with Distict
Health
63 Ail include a
64 . lf connection to an existing system is proposed, a letter of approval from the appropriate owner of
the
. system Please state (lnigation ownership District of or the Homeowners Pl System. Association) is required.
tf the pressure nigation IS to be owned
system privately must SU bmit an o
Developer Engineer perati on
and maintenance manual to Public Works for review and approval. (See City of Meridian
Supplemental
Specification s, Division
state what source be used.
65 Pressurized mains shall be in their coridor and west of lines.
66 Pressurized
irrigation mains shall be within the standard rear and side
designed lot line utility easements
com mon when Mains be the fro nt Iines.
67 d'zedshall ways
pressu mainline of ublic of
irrigation crossings p and
rights way private roadways
be sleeved and have VA lves 1 the of or travel
68
Ail pressurized inigation should utilize
systems surface water AS the source if ava ilable Ail systems
must have a year round source. tf domestic water IS used AS the secondary source, a single
ls
69 Water meters for
pressurized irrigation single point connections to domestic water must be located in
common
70 r service meter size and meter setter size are on the lans
V \-7' vv'
E IDI MoyorTommy de Weerd
City Council Members:
Keith Bird
Brod Hooglun
Chorles Rountree
Dovid Zorembo
IDAHO
Memorondum
Dote: April9,2013
To: Steve O'Brien, Lond Development
From: Dovid Miles, Surfoce Woter Progrom Administrotor
Subject: lsolo Creek # I Floodploin Review
Steve,
The following need to be oddressed vio o floodploin development opplicotion ond
submitted for review prior to ony work occurring in the Speciol Flood Hozord Areo
(SFHA) ond the Meridion Overloy District.
Comments ore bosed on drowings you provided from Engineering Solutions signed by
K. Stroschein dote stomped 2/14/13.
Items
L A floodploin development opplicotion sholl be completed ond submitted for
review including hydroulic onolysis of impocts to woter surfoce elevotions ond
justificotions of o no rise for the Five Mile Creek Floodwoy Overloy District per MCC
s r 0-6.
o. Sheets SD-1, PIRR-2 ond PMP-I shows dischorge structures ploced in the
Overloy District boundories.
2. Provide oll odditionol odjocent ogency opprovols for work within Five Mile Creek
including the Nompo Meridion lrrigotion District, the U.S. Army Corp 40i dredge
ond fill permit os well os the IDWR Joint Permit review opprovols os port of
floodploin development opplicotion.
3. Future phose storm droin, woter ond sewer work moy olso impoct the Meridion
Overloy District ond would need to either be submitted seporotely or in
conjunction with this floodploin development opplicotion.
4. Locote ond lobel the FEMA reguloted iOO-yr. SFHA boundories ond zones on the
plon sheets where Five Mile Creek is shown in occordonce with FEMA prescribed
boundories. including the 5' Meridion Floodwoy Overloy District. The opproximote
lines shown ore not occurote.
o. See Sheets SD-], ptRR-2, pMp-1
b. Verify ond show thot pump structure is not locoted within Floodwoy
Overloy District ond/or include in hydroulic onolysis ond no-rise onolysis.
-END-
Public Works Deportment
Environmentol Division
I DAHO
E IDI Moyor Tommy de Weerd
City Council Members:
Keith Bird
Brod Hooglun
Chorles Rountree
PublicZorembo Works Deportment Dovid
Environmentol Division
Memorondum
Dole: April 9, 2013
To: Steve O'Brien, Lond Developmenl
From: Dovid Miles, Surfoce Woter Progrom Administrotor
Subject: lsolo Creek # 1 Floodploin Review
Steve,
The following need to be oddressed vio o floodploin developmenl opplicotion ond
submitted for review prior to ony work occurring in the speciol Flood Hozord Areo
{SFHA) ond the Meridion Overloy District.
comments ore bosed on drowings you provided from Engineering Solutions signed by
K. Stroschein dote slomped 2/14/13.
Items
I' A floodploin development opplicotion sholl be completed ond submitted for
review including hydroulic onolysis of impocts to woter surfoce elevotions ond
justificotions of o no rise for the Five Mile creek Floodwoy overloy Districl per MCC
s 10-6.
o. Sheets SD-1, PIRR-2 ond pMp-l
shows dischorge structures ploced in lhe
Overloy District boundories.
2. Provide oll odditionol odjocent ogency opprovols for work wilhin Five Mile creek
including the Nompo Meridion rrrigotion District, the u.s. Army corp 40r dredge
ond fill permii os well os the rDWR Joint permit
review opprovors os port of
floodploin developmeni opplicotion.
3. Future phose storm droin, woter ond sewer work moy olso impoct the Meridion
overloy District ond wourd need to e her be submitted sepoiotery or in
conjunciion with this floodploin development opplicotion.
4. Locote ond lobel the FEMA reguloted l0o-yr. SFHA boundories ond zones on the
plon sheets where Five Mile creek is shown in occordonce with FEMA prescribed
boundories, including the 5' Meridion Floodwoy overloy District. The opproximote
lines shown ore not occurote.
o. SeeSheetsSD-1, plRR-2, pMp-i
b. Verify ond show thot pump structure is not rocoted within Froodwoy
Overloy District ond/or include in hydroulic onolysis ond no_rise onolysis.
-END-
vv
October 18,2012
Planning & Zoning Commission
Bill Parsons Associate City Planner
208-884-5533
E DIAN
\-, \./
STAFF REPORT
Hearing Date:
TO:
FROM:
SUBJECT AZ-12-008; PP-12-004 -
Isola Creek Subdivision
I. SUMMARY DESCRIPTION OF APPLICANT'S REQUEST
The applicant, Coleman Homes, LLC has applied for annexation and zoning (AZ) of 7 a.6 acres of
land with an R-4 zoning district and a preliminary plat (PP) for 168 residential building lots and l8
common lots on approximately 70.33 acres of land in a proposed R-4 zoning district for Isola Creek
Subdivision.
See Section IX of the staff report.for more information.
II. SUMMARY RECOMMENDATION
Staff recommends approval of the proposed AZ and PP applications in accord with the conditions of
approval in Exhibit B and the Findings of Fact and Conclusions of Law in Exhibit D.
III. PROPOSED MOTION
Approval
After considering all staff, applicant and public testimony, I move to recommend approval to the
City Council of File Numbers AZ-12-008 and PP-12-004, as presented in the staff report for the
hearing date of October 18,2012, with the following modifications: (Add any proposed
modifications).
Denial
After considering all staff, applicant and public testimony, I move to recommend denial to the City
Council of File Numbers AZ-12-O08 and PP-12-004, as presented during the hearing on October
18,2012, for the following reasons: (You should state specific reasons for denial)
Continuance
I move to continue File Numbers AZ-12-008 and PP-12-004 to the hearing date of (insert continued
hearing date here) for the following reason(s): (You should state specific reason(s) for continuance.)
IV. APPLICATION AND PROPERTY FACTS
A. Site Address/Location:
The site is located on the east side of N. Ten Mile Creek and north of W. Ustick Road in the SW
% of Section 25, Township 4 North, Range I West. (Parcel #: 50435325610)
B. Owner(s):
Leonard Huskey Estate
621 N. Robinson Road
Nampa,Idaho 83687
C. Applicant:
Coleman Homes, LLC
Isola Creek Subdivision AZ-12-008'. PP-12-004 PAGE I
v \-z \-/ \./
1859 S. Topaz Way, Suite #200
Meridian, Idaho 83642
D. Representative:
Becky McKay, Engineering Solutions
1029 N. Rosario Street, Suite #100
Meridian, Idaho 83642
E. Applicant's Statement/Justification: Please see applicant's narrative for this information.
V. PROCESSFACTS
A. The subject application is for annexation and preliminary plat. A public hearing is required before
the Planning & Zoning Commission and City Council on this matter, consistent with Meridian
City Code Title I l, Chapter 5.
B. Newspaper notifications published on: Septemb er 17 , and October 1,2012
C. Notices mailed to subject property owners on: September 7 ,2012
D. Applicant posted notice on site(s) on: Septemb er 23 , 2012
VI. LAND USE
A. Existing Land Use(s) and Zoning: This site vacant land zoned RUT in Ada County. The primary
use of the property is agriculture.
B. Character of Surrounding Area and Adjacent Land Use and Zoning:
l. North: Bridgetower Crossing Subdivision, zoned R-4
2. East: Bridgetower Crossing Subdivision, zoned R-4
3. South: Hartford Subdivision & vacant property, zoned R-4 and RUT in Ada County
4. West: Wastewater treatment plant, self-storage facility and county residences, zoned I-L and
RUT in Ada County
C. History of Previous Actions: NA
D. Utilities:
L Public Works:
a. Location of sewer: N Ten Mile.
b. Location of water: N Tem Mile, W Teano Drive, N Breeze Creek Pl.
c. Issues or concerns: None
E. Physical Features:
1. Canals/Ditches Irrigation: The Five mile Creek and Creason Lateral tranverse the subject
property. The Five Mile Creek flows along the southern boundary and the Creason Latreal
enters for the adjacent Bridgetower development runs along the south and east boundary to
Ten Mile Road on the west. A portion of the Creason Lateral is tiled on the property. The
applicant has requested the Creason Lateral reamin as an open waterway along the southern
boundary. This is the section that parallels the Five Mile Creek.
2. Hazards: Staff is not aware of any hazards that exist on this property.
3. Flood Plain: The southern portion of the property is impacted by the flood plain. This area
will be developed as linear open space and a l4-foot wide multi-use pathway.
Isola Creek Subdivision AZ-12-008: PP-12-004 PAGE 2
V\/ v v
2. PUBLIC WORrs DrpIRrnrrNr
2.1 Sanitary sewer service to this development is available via extension of mains in N ten Mile
Road. The applicant shall install mains to and through this subdivision; applicant shall coordinate
main size and routing with the Public Works Deparlment, and execute standard forms of
easements for any mains that are required to provide service. Minimum cover over sewer mains
is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials
shall be used in conformance of City of Meridian Public Works Departments Standard
Specifications.
2.2 Water service to this site is available via extension of mains in N Ten Mile, W Teano Drive, N
Breeze Creek Pl. The applicant shall be responsible to install water mains to and through this
development, coordinate main size and routing with Public Works.
2.3 The applicant shall provide a 20-foot common lot for all public water/sewer mains outside of
public right of way. The common lot shall be covered with a blanket easement to the City of
Meridian.
2.4 The City of Meridian requires that pressurizedirrigation systems be supplied by a year-round
source of water (MCC l2-13-8.3). The applicant should be required to use any existing surface or
well water for the primary source. If a surface or well source is not available, a single-point
connection to the culinary water system shall be required. If a single-point connection is utilized,
the developer will be responsible for the payment of assessments for the common areas prior to
signature on the final plat by the City Engineer.
2.5 All existing structures that are required to be removed shall be prior to signature on the final plat
by the City Engineer.
2.6 All irrigation ditches, laterals or canals, exclusive of natural waterways, intersecting, crossing or
lying adjacent and contiguous to the area being subdivided shall be tiled per UDC I l-34-6.
Plans shall be approved by the appropriate irrigation/drainage district, or lateral users association
(ditch owners), with written approval or non-approval submitted to the Public Works Department.
Iflateral users association approval can't be obtained, alternate plans shall be reviewed and
approved by the Meridian City Engineer prior to final plat signature.
2.7 Any existing domestic well system within this project shall be removed from domestic service per
City Ordinance Section 9-1-4 and 9-4-8 contact the City of Meridian Engineering Department at
(208)898-5500 for inspections of disconnection of services. Wells may be used for non-domestic
purposes such as landscape irrigation if approved by Idaho Department of Water Resources
Contact Robert B. Whitney at (208)334-2190.
2.8 Any existing septic systems within this project shall be removed from service per City Ordinance
Section 9-l-4 and 9-4-8. Contact Central District Health for abandonment procedures and
inspections (208)37 5 -521 1 .
2.9 Street signs are to be in place, water system shall be approved and activated, fencing installed,
drainage lots constructed, road base approved by the Ada County Highway District and the Final
Plat for this subdivision shall be recorded, prior to applying for building permits.
2-10 A letter of credit or cash surety in the amount of 1 l0% will be required for all uncompleted
fencing, landscaping, amenities, etc., prior to signature on the final plat.
2.11 All development improvements, including but not limited to sewer, fencing, micro-paths,
pressurized irrigation and landscaping shall be installed and approved prior to obtaining
certificates of occupancy.
2.15
2.16
2.17
v \-/ \./ v
2.12 Applicant shall be required to pay Public Works development plan review, and construction
inspection fees, as determined during the plan review process, prior to the issuance of a plan
approval letter.
2.13 It shall be the responsibility of the applicant to ensure that all development features comply with
the Americans with Disabilities Act and the Fair Housing Act.
2.14 Applicant shall be responsible for application and compliance with any Section 404 Permitting
that may be required by the Army Corps of Engineers.
Developer shall coordinate mailbox locations with the Meridian Post Office.
All grading of the site shall be performed in conformance with MCC I l-12-3H.
2.t8
Compaction test results shall be submitted to the Meridian Building Department for all building
pads receiving engineered backfill, where footing would sit atop fill material.
The engineer shall be required to certif,i that the street centerline elevations are set a minimum of
3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom
elevation of the crawl spaces of homes is at least 1-foot above.
The applicants design engineer shall be responsible for inspection ofall irrigation and/or
drainage facility within this project that do not fall under the jurisdiction of an irrigation district
or ACHD. The design engineer shall provide certification that the facilities have been installed in
accordance with the approved design plans. This certification will be required before a certificate
of occupancy is issued for any structures within the project.
At the completion of the project, the applicant shall be responsible to submit record drawings
per the City of Meridian AutoCAD standards. These record drawings must be received and
approved prior to the issuance of a certification of occupancy for any structures within the
project.
100 Watt and 250 Watt, high-pressure sodium street lights shall be required per the City of
Meridian Department of Public Works Improvement Standards for Street Lighting. All street
lights shall be installed at developer's expense. Final design shall be submitted to the Public
Works Department for approved. The street light contractor shall obtain the approved design on
file and an electrical permit from the Public Works Department prior to commencing
installations. The contractor's work and materials shall conform to the ISPWC and the City of
Meridian Supplemental Specifications to the ISPWC.
The City of Meridian requires that the owner post to the City a performance surety in the amount
of l25Yo of the total construction cost for all incomplete sewer, water and reuse infrastructure
prior to final plat signature. This surety will be verified by a line item cost estimate provided by
the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash
deposit or bond. Please contact Land Development Service for more information at 887 -2211.
The City of Meridian requires that the owner post to the City a warranty surety in the amount of
20%o of the total construction cost for all completed sewer, water and reuse infrastructure for
duration of two years. This surety will be verified by a line item cost estimate provided by the
owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash
deposit or bond. Please contact Land Development Service for more information at 887 -2211.
2.19
2.20
2.21
2.22
2.23
V v
E IDIAN
Nlayor Tammy de Weerd
City Council Members:
Keith Bird
Brad Hoaglun
Charles Rountree
IDAHOZaremba David
May 17,2013
Mr. Pete Wagner, PE
IDEQ Boise Regional Administrator
1445 N. Orchard Street
Boise, Idaho 83706
Re: Project Approval - Isola
Creek Subdivision # I
Per the provisions in Idaho Code $
39- I 1 8(2Xd), the City of Meridian has retained the services of
CENTRA Consulting, Inc. as its Qualified Licensed Professional Engineer (QLPE),
to verify that the
plans and specifications proposed for the above-referenced project comply with the IDEQ Facility and
Design Standards (IDAPA 58.01.16 and 58.01 .08) and the applicable Meridian standards, and to
approve the project for construction. By virtue of their attached letter, they have reviewed and
approved the above referenced plans and specifications as complying with the Facility and Design
Standards, and Engineering Standards of Care as it relates to the reviewed elements.
The above referenced project complies with the City of Meridian's current Wastewater Facility Plan,
and Sewer Master Plan, and our system has adequate capacity to accept sewage wastes for treatment.
These determinations have been made by use of computer models developed for our Sewer Master
Plan. This project is also within the City's urban seruice planning boundary. Our Domestic Water
distribution system can provide water service and the minimum required fire flow (1000 GPM) and the
minimum required residual pressure of 20 PSI. These determinations have been made by use o1'
computer models developed for our Water Master Plan.
The City of Meridian will own and operate the wastewater collection and domestic water distribution
systems within this project upon final inspection and acknowledgement by fonral acceptance letter. ln
essence, the City of Meridian "Will Serve" the project.
Attached for your records is a complete and accurate copy of the plans and specifications reviewed in
connection herewith, stamped "Approved for Construction."
v,
arren Stewart, .E
Engineering Manager
Tracy Crane, WWTP Plant Manager
Chip Hudson, Water Department
Mike Reno, Central District Health Dept.
File
Public Works Department . 33 E. Broadway Avenue, Suite 200 , [Veridian, lD 83642
Phone 208-898-5500 . Fax 208-898-955'1 . www.rTreridiancity.org
\i/ \-/ "J \../
E IDIAN
Mayor TammY de Weerd
City Council Members:
Keith Bird
Brad Hoaglun
Charles Bountree
]Zaremba; David
April 19, 201 3
Becky McKay
Engineering Solutions, LLP
1029 N. Rosario Street, Suite 100
Ivielidian, lD 8i642
RE: Isola Creek SLrb. No.I (FP- 13-01 1 )
Dear Ms. N4cKay:
'l'his letter is to conf.rnri that the City ol'l\4eridian's City Council approveclyoLrr Iinal plat
application fbr tlie sLrb.iect pnlperty at theil April 16, 20 l3 rneeting.
IrraccordwithUDC l1-6I\-T,theapplicarrtshallobtaintheCityEngineer'ssignatureontlre
linal plat or submit an application lbr a tinre extension on or bettxe December lt'i,2014 in orcier'
lbr the prelinrinary plat to remain valicl.
'l'his letl"er represents a flnal clecision on a Iancl use applicrttiotr. You have the light to lequest
a regLrlatory taking analysis under Iclaho Code 67-8003.
'l'hanli you lor contribLrting to the success o1'lvlericlian. I)lease ltelp us st:rve you
better in the
luttrre. Visit our web-site at ivvvrv.nreritliuncit),.org clatrturlnrcnt,s:/ t:ttmmunil.1, tlevcloprnenl
/plunning/c:omntenl c'arclto f-rll out a customer sLrrvey aucl give Lrs f'eeclbacl< on how we irre
doing.
S v
Caleb I'Iood, AICP
Planning Division Manager
Ctl:bs
Conrnrunity Developr.nent rPlanning Division
" 3S li. Ilroadway Avenue,
Ste. l0l lVleridian, Idalro 8i642
Phone: 208-884-5531 l"ax: 20tt-888-6854 www.nreridiarrcity.org
E IDIAN
MayorTammy de Weerd
City Council Members:
Keith Bird
Brad Hoaglun
Charles Rountree
IDAHOZaremba David
August 29,2012
Becky McKay
Engineering Solutions
1029 N. Rosario Street, Suite 150
Meridian,Idaho 83642
RE: Isola Creek Subdivision (PP-12-004)
Dear Ms. McKay:
This letter is to inform you that the subject application is scheduled to be heard by the City of
Meridian's Planning & Zoning Commission on October 4,2012. The hearing will be held at the
Meridian City Hall, 33 E. Broadway Avenue, in the City Council chambers at 7:00 p.m.
In accord with UDC 1l-5A-5D, a public hearing notice is required to be posted on the property
under consideration on or before September 24,2012 not less than ten (10) days prior to the
public hearing. Proof of posting consisting of a notarized statement and a photo$aph of the
posting is required to be submifted to the City no later than seven (7) days prior to the hearing
attesting to where and when the sign(s) were posted. If you do not submit the certificate by such
date, the hearing will be continued. Please refer to Unified Development Code 11-5A-5D for the
appropriate posting requirements.
If you have any questions please feel free to contact our office at 884-5533.
Thank you for contributing to the success of Meridian. Please help us serve you better in the
future. Visit our web-site at www.meridianciU.org departments/planning/comment cardto fill
out a customer survey and give us feedback on how we are doing.
Sincerely,
@*r6on* @ry*
Barbara Shiffer
Administrative Assistant II
Community Development Department . 33 E. Broadway Avenue, ltleridian, lD 83642
Phone 208-BB4-ss33 Fax 208-BB8-6854 wwrrv.meridiancity.org
dfrry Planning Department
ANNEXATIONiREZONE r Application Checklist
Application is required to contain one copy of the following:
Note: Only one copy of the above items need be submitted when submitting muhiple applications
Additional Requirements for Annexatiott/Rezone Applications
33 E. Broadway Avenue . Meridian, Idaho 83642
Phone: (208) 884-5533 o Facsimile:
(208) 888-6854 r Website: www.meridiancity.org
(Rev. I l/4/08)
name: Isola Creek Subdivision
Coleman Homes LLP
Completed & signed Commission & Council Review Application
Nanative the
o Include a metes & bounds description to the section line of all adjacent roadways, stamped & signed by a
registered professional land surveyor, with a calculated closure sheet.
r Scaled exhibit map showing the boundaries of the legat description in compliance w/ the requirements of the
Idaho State Tax Commission Property Tax Administrative Rules IDAPA 35.01.03.225.01.h.
o If requesting more than one zoning designation, include a tegal description for each zone along with an overall
anneiation/iezone boundary description. Also include the boundaries ofeach different zone on the map.
*Note: ll'hen also submitting a Preliminary Plat application, a separale legal description
is requiredfor the
Legal description ofthe properry to be annexed and/or rezoned
theas to the section line annexations/rezones.
Recorded deed for the
Interest & notarized the owner (rf ownet ls a
Affidavit of Legal signed by properfy corporatron,
or other evidence to show the is an authorized
submitathe of Articles
Scaled the location of the ect
Provide access
Pre-application meeting notes (All applications that require a public hearing are required to conduct
a pre-
application meeting with the Planning Department.)
N
an
ln sheet ( are to hold a neighborhood meeting to provide
ighborhood meeting slgn Applicants required
for review of the to the submittal of an
Commitment of Prope4y Posting form signed by the applicant/agent
(Please call Planning Deportment to calculate correctfee. Applications
will not be
Fee
incorrect
with
N/A If this application is not accompanied by a plat, conditional
development application, submit a conceptual development
(also submit an electronic version of the plan(s) in pdf format on a disk with the file named
properfy
with proiect name & Ptan
tYPe [i.e. development
plan, elevations] ).
parking, general layout ofbuildings and building elevations.)
IDIAN Planning Department
PRELIMINARY PLAT r Application Checklist
I ) .-\ '-l
r-)
Proiect name: Isola Creek Subdivision
Coleman Homes LLCIB Solutions, LLP
AIl applications are required to contain one copy of the following:
Note: Only one copy of the above items need be submittedwhen submitting multiple applications
33 E. Broadway Avenue ' Meridian, Idaho 83642
Phone: (208) 884-5533 r Facsimile: (208) 888-6854 o Website: www.meridiancity.org
(Rev. 6/02/20 I l)
Commission & Council Review A
Narrative describ the ect
Legal description of the subject property (Lot, Block, and Subdivision naITte if located in a recorded
subdivision a metes and bounds of the if not in a subdiv lslon.
Recorded deed for the ect
Interest &. notarized owner (rf owner ls a
Affidavit of by the properfy corporation,
Legal igned
or other evidence to show that ls an authorized
a of the Articles of
Scaled the location of the ect
Pre-application meeting notes (All applications that require a public hearing are required to conduct
a pre-
with icationPl the
are to hold a to
S in sheet neighborhood meeting provide
Ne ighborhood meeting ign (Applicants required
an for review of the to the submittal of an
Commitment of form the
Fee (Please call Planning Department to calculate correct fee.
Applications with
incorrect will not be
Include the following additional information in the project narrative:
be requested with respect to any provision of
the ordinance describing the particular provision, the variance requested, and the
reason thereof
development. (e.9., larger rear setback to buffer adioinine
properties, etc.)
subdivision name from the Ada 's office
Preliminary Plat-* I copy (folded to 8'/2" x I l" size)
The following items must be included on lhe
inary plat:
a subdivision name not use numbers in
a date
a Section location and countY (situate statement)
aarrow North
o Scale less than l"=l
aor Name, address and phone number ofowner(s), applicant, and engineer, surveyor
lanner who the
Proposed site(s) for parks, playgrounds, schools, churches or other public uses
a
aeasements Proposed common area lots and/or landscape
Additional Requirements for Preliminary Plat Applications:
Completed & signed
Approval of the proposed
Streets, street names, rights-of-way and roadway widths, including adjoining streets
or roadways (details on plan)
a
Proposed and existing lot lines and blocks showing scaled dimensions and numbers
ofeach
a
a of ,ls
azones Minimum residential house size R-2 and R-4
Contour lines shown at 5' intervals where land slope is greater than l0%
intervals where land slope is 107o or less, referenced to an established benchmark,
a ar'd at2'
location and elevation
bridges,
and thetr
a or utilities but not limited to, storm and sanitary
Any proposed existing including,
sewers, laterals, ditches, drainage, culverts water malns, f,re
irrigation
ve
a Any dedications to the public and easements together with a statement of location,
dimensions and of such
aof Master street method
N/A athis as determined FEMA or measures to amend
o Stub streets to accessor to land
Block faces not more than seven hundred fifty feet (750') in length without an
street or districts
a Block lengths not greater than thirteen hundred feet (1,300') without a
connection districts
pedestrian
r Cul-de-sac not in excess of450'
Reduction of the Yz" x ll
Landscape plan -
* 1 copy (folded to 8
Vz" x I l" size)
PlanmusthaveascalenosmallerthanI":50'(1":20'ispreferred)andbeonastandarddrawing
sheet,nottoexceed36"x4S"(24"x36"ispreferred). Aplanwhichcannotbedrawninitsentirety
on a single sheet must be drawnwith appropriate match lines on two or more sheets.
The follow items must be included on the n:
o Date, north and ect name
a Names, addresses, and telephone numbers of the developer and the person and/or
firm preparing t!g! lan
a Existing natural features such as canals, creeks, drains, ponds, wetlands,
and rock
Location, size, and species of all existing ffees on site with trunks 4 inches or
greater in diameter, measured 6 inches above the ground. Indicate whether the tree
will be retained or removed.
a
A statement of how existing healthy trees proposed to be retained will be protected
a
from construction
Existing buildings, structures, planting areas, light poles, power poles, walls,
fences, berms, parking and loading areas, vehicular drives, ffash areas, sidewalks,
pathways, stormwater detention areas, signs, street fumiture, and other man-made
a
elements
Existing and proposed contours for all areas steeper than20o/o slope. Berms shall
be shown with one-foot contours.
a
a Sight Triangles as defined in 11-3A-5 of this ordinance.
a
Supplementary information at the discretion of the Director or City Engineer mry be required to sfficiently detail
thi-proposed development within any special development area, including but not limited to hillside, planned unit
development, floodplain, cemetery, manufactured
home parks, and/or hazardous or unique areas of development.
*Once an application is accepted, staffwill contact you
to let you know how many additional copies of plans are
required. All plans are required to be fuklec!to 8
%" x I I " size.
APPLICATI)N I,YILL NOT BE ACCEPTED UNLESS ALL APPLICABLE ITEMS OI\I THE CHECKLIST ARE
SUBMITTED. THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE (NOR WILL A PUBLIC
HEANNG BE SET) UNTIL STAFF HAS RECEIVED ALL REQUIRED INFOR}VTATION.
) Mitigation for removal of qlpllqg trees
Reduction of the landscape plan (8 /2" x ll")
Site report of the highest seasonal groundwater elevation prepared by a registered soils
scientist
Written confirmation that a traffic
review for ACHD. Please contact
for more information.
impact study ls not reqr uired and/or has been submitted for
Wi allace at J 87 -6 I 78 or Little at 3 87 -6 I 44
Mindy Christy
Submit two (2) sets of conceptual engineering plans, including respective profiles, to Public
Works for
Conceptual elevations of proposed structures, including building materi*
Disk with electronic version of the conceptual engineering
that complies with the Specifications for Project Drawings found at:
hffp :/iwww.meridiancitv.org/public worksiautocad:standards/index.asp
plans in a format
Electronic version of the preliminary plat & landscape plan in pdf format
with the files named with project name & plan type (i.e., preliminary plat,landscape plan,
etc.). We encourage to also submit at least one color version for presentation purposes.
you
submitted on a disk
Tlroues Benny
BLIC woRKs DIRECToR
JEN STEwART. p.E.v
:// ENGII\-EER| NG M.{\AGER
BRUCE FREcKLEToN
DE\,IEIOPMENI SERVICES
MANAGER
, )ITY OF IVIERIDIry
\-/ Purlrc
woRKS Dopan\frnNr
33 E. BnoaoweyAvElup, SrE. 102
MnnrolaN,IDAHo gA6 *!r{,
Puone (208) 887-Zztt
Fax (208) 887-1297
MAYoR
Teuuy orWopno
Clry CouNc[,MeMsens
Cnanr,es RouNrnre
lAvrD Zenrrma
AN ]neo Hoecr,uN
DATE ;t#lo KEITH BIRD
PRE-CONSTRUCilON MEEilNG FOR: 7So\.^ 5 u
u +
CONTRACToR: 5t" {'ta /
MATERIAL SUPPLIERS: ptptNc - t-\0 -b# {rn-\J MH's - 4\& C4|llc
GRAVEL- <_+-f1 Qw,
MERIDIAN PUBLTC WORKS INSPECTORS
lnspector Office Phone Cellular Phone EmailAddress
Joel Meusch 898-5500 409-9913
Murra Jones 898-5500 830-7701
Patrick Cotten 898-5500 830-7885 pcotten@merid
ia ncitv.orq
ARMY CORPS OF ENGINEERS - SECTION 404 PERMITTING
TheapplicantshallberesponsibletnySection404Permittingthatmayberequired
by the Army Corps of Engineers.
The Engineer is responsible to keep a record changes to the approved construction
drawings. These changes shall be
noted on the plans and labeled,
,,Record Drawings",
by the Project Design Engineer. These "RECORD DRAWIN3S"
should be delivered to the Pubtic Works Depaftment within 30 days after construction
is completed and prior to Certificates
of Occupancy being issued.
A PRoPoSED set of RECoRD DRAW1NG9 shoutd be submitted.to the Engineering
Division prior to running all required
documents. The possibility exisfs fhaf changes may be needed for them
ti ti
""iriiiJ.
Proiects will not be accepted as final untit Record Drawings and construction
cost s are submitted.
--
ctTY,gF MERIDIAN A
1' All plans being used on the job
-" 2' Any changes fo these plans need must to have have prior the City of Meridian "Approved for Construction,, stamp.
City approval. cn6ix with your lnspector.
./ current edition must be on@e contractor.
MEETING ATTENDANCE: See Attached List
COMMENTS:
--'PUBLlc
woRKS: when construction is completed in the floodplain, an email or
DATE: s o/ v
p{E-cottsrRucnoN Subdivision
MEETTNG FoR: f d\ c,-
{q,
con
NAME COMPANY CELL # EMAIL ADDRESS
f+<",<- el\6(,("/\ City of Meridian - PW 898-5500 (Office)
-H1.,.-/< l Hr^-,
lVleridian lnspector See Front Page See Front Page
Vip Steelman ldaho Power Co 388-6320 (Office) vsteelm a n
@ id aho power. com
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4
Steve O'Brien
From:
Sent:
To:
Cc:
Subject:
Steve O'Brien
Thursday, February 20, 2014 9:06 AM
'Kurt Reliford'
Patrick Cotten
RE: 121109 - Isola Creek Subdivision - Rec/Pool Area
Hi Kurt,
There is more coming at me right now then I can quickly respond to...you are next on my list, though.
Pat Cotton is the inspector for this project and he'll handle the on-site pre-con. His number is 830-7885.
Pat could also answer your other question from yesterday regarding the adapter needed to go
from water class pipe to
sewer class pipe. lt is my understanding that if it isn't in the spec book for the city then it can probably be found in the
tsPWcS.
Steve
From : Kurt Reliford Imailto:es-kurtr@owestoffice.net]
Sent: Thursday, February 20, 2074 8:42 AM
To: Steve O'Brien
Subjectr 121109 - Isola Creek Subdivision - Rec/Pool Area
5teve,
lam notsure if yougot myvoice mail yesterday? So, I am just trying to find out how to schedu le a Pre-Con for the
construction of this part of the project? I believe that it is an on-site meeting with the contractor, developer, City and
myself?
Sincerely,
EHEI'IEER"IE
-Sotunons
Kurt Reliford
Engineering Solutions LLP
1029 N. Rosario Street, Sulte 100
Meridian, ldaho 83642
208-938-0980
208-890-0929 (cell)
es-kurtr@qwestoff ice.net
1
Carol Skinner
From:
Sent:
To:
Cc:
Subject:
Attachments:
Joel Meusch
Wednesday, November 20, 2013 1:12 PM
Carol Skinner, Bruce Freckleton; Brian Kerr; Chip Hudson
Joel Meusch; Patrick Cotten
FW: Scanned from a Xerox multifunction device
Scanned from a Xerox multifunction deviceo0'l.pdf
Attaached is a current yellow card for the lsola Subdivision. lt needs to be noted that the Manholes need to be vacuum
tested and there has not been any puchlists yet created for this development.
Than k you,
Joel Meusch
Chief lnspector
---Original Message---
From: EnvirconstxeroxT545 @companyname.com Imailto:EnvirconstxeroxT545@com panyname.com]
Sent: Wednesday, November 20, 2Ot3 L:24 PM
To: Joel Meusch
Subject: Scanned from a Xerox multifunction device
Please open the attached document. lt was scanned and sent to you using a Xerox multifunction device.
Attachment File Type: pdf
multifunction device Location: Environmental \ Construction
Device Name: Envirconst Xerox7545
1
For more information on Xerox products and solutions, please visit http://www.xerox.com
Bruce Freckleton
From:
Sent:
To:
Subject:
Bruce Freckleton
Wednesday, October 30, 20.13 9:35 AM
Shari Stiles (es-sharis@qwestoffice. net)
FW: lsola Creek
Sha 1,
Per General condition #17, the Pl Assessments noted below need
to be paid prior to final plat signature by the city
Engineer' I am Soing to go
ahead and route the plat for signatures, but will withhold
it,s release until the fees are paid
Thanks,
r{ri, ]DIAN
Bruce FreckletoD
Developm ent Services lvlanager
Commun(l. y Develop ment Deparlment
E Think creen
Please do not print lh s enrarl unless necessary
Isola Creek assessments haven't yet been paid ($13,567.50
including meter). I sent Kathy stroschein an email this
morning with the invoice attached letting her know [n" urouni ar"
will need to be paid prior to final plat
approval.
From: Terri Ricks
Sent: Wednesday, October 30, 2013 9:16 AM
To: Bruce Freckleton
Subiect: Isola Creek
I'll let you know as soon as they bring the check
in.
Terri Ricks
Addressing Specialist
Community Development Department
33 E. Broadway Ave., Suite 102
Meridian, ID 83642
Ph: (208) 887 -2271 Fax: (208) 887-rlg7
E-lYail: icks er
Bruce
I
Bruce Freckleton
From:
Sent:
To:
Subject:
Bruce Freckleton
Wednesday, October 30, 2013 9:35 AM
Shari Stiles (es-sharis@qwestoffice. net)
FW: lsola Creek
5hari,
Per General Condition #17, the Pl Assessments noted below need to be paid prior to final plat
signature by the City
Engineer. lam going to go ahead and route the plat
for signatures, but will withhold it's release until the fees are paid
Thanks,
Bruce
c{.ri IDIAN
Bruce Freckleton
Developm ent Services Manager
Community t. Develop ment Deparlment
5! Think creen
Please do not pnot this ema I un ess necessary
From: Terri Ricks
Sent: Wednesday, October 30, 2013 9:16 AM
To: Bruce Freckleton
Subject: Isola Creek
Terri Ricks
Addressing Specialist
Community Development Department
33 E. Broadway Ave., Suite 102
Meridian, lD 83642
Ph: (208) 887 -221t Fax: (208) 887-1297
E-Mail: tricks(omeridiancitv.oro
Isola Creek assessments haven't yet been paid ($13,557.50 including meter). I
sent Kathy Stroschein an email this
morning with the invoice attached letting her know the amount due will need to be paid piior to final
plat approval.
I'll let you know as soon as they bring the check in.
i
Steve O'Brien
From:
Sent:
To:
Cc:
Subject:
Steve O'Brien
Thursday, August 22, 2013 11:19 AM
Kathy Stroschein (es-kathys@qwestoffice.net); Austin Petersen
Denny Cline
RE: 121 109 - lsola Creek Subdivision
Kathy and Austin,
I have a copy of the signed street light plan.
Steve
Austin,
This is Steve's project, lforwarded it on to him. He should be getting back to you
soon.
Denny
From: Austin Petersen
Sent: Thursday, August 22, 2013 10:54 AIvl
To: Denny Cline; Denny Cline
Subject: FW: 121109 - Isola Creek Subdivision
Good Morning Denny,
Did you sing off on a street li8hting plan for the lsola Creek Subdivision? lf so, do you
have a copy of the singed sheet?
Thanks,
Austin Petersen
From: Kathy Stroschein [mailto:es-kathys@qwestoffice.net]
Sent: Thursday, August 22, 2013 9:05 AM
To: Austin Petersen
Subject: 121109 - Isola Creek Subdivision
Austin,
I know that we submitted this street light plan for approval and I know it was approved, but I can't find a copy of a
si8ned sheet. Would you please confirm that it is approved? lcan send a copy of it over for you to sign. (lf youcould
sign why we wait.)
1
Fromi Denny Cline
Sent: Thursday, August 22, 2013 11:01 AM
To: Austin Petersen
Cc: Steve O'Brien
Subject: RE: 121109 - Isola Creek Subdivision
- Thinlis,
Kathy
Kathy Stroschein, P.E
Engineering Solutions, LLP
1029 N. Rosario Street
Suite 100
Meridian, ldaho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
<< File: LlGHT.pdf >>
2
\/v
Steve O'Brien
From:
Sent:
To:
Subject:
Steve O'Brien
Friday, August 09, 2013 '1:58 PM
'Kathy Stroschein'; Greg Curtis
RE: 121 109 - lsola Creek Subdivision No. 1
Hi Kathy,
Attached is the approved plan for the irrigation meter.
Thanks,
Steve
E-',
Lll
irng-8091152m."
From: Kathy Stroschein [mailto:es-kathys@qwestoffice.net]
Sent: Friday, August 09, 2013 10:39 AM
To: Steve O'Brien; Greg Curtis
Subiect: 121109 - Isola Creek Subdivision No. 1
Steve and Greg,
Please find enclosed the revised pressure irrigation secondary source for your approval.
Please send me your approval as soon as possible so that lcan get it to the contractor. O
Please let me know if you have any questions or need additional information.
Thanks,
Kathy
Kathy Stroschein, P.E.
Engineering Solutions, LLP
1029 N. Rosa rio Street
Su ite 100
Meridian, lda ho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
1
<< File: Pl Secondary Source.pdf >>
Steve O'Brien
From:
Sent:
To:
Cc:
Subject
Steve O'Brien
Thursday, August 01, 2013 3:56 PM
Patrick Cotten
Joel Meusch
FW: 1 21 109 - lsola Creek Subdivision No
Pat,
I didn't cc you or Joel on this...so, l'm forwarding the email. lsola Creek will be using
a 4" meter for back-up. lt,s a
change from using two 2" meters and is due to NMID'S requirements. (see below) Let me know if
you have any
questions.
Steve
From: Steve O'Brien
Sent: Thursday, August 01, 2013 3:53 pM
To: 'Kathy Stroschein'
Subiect: RE: 121109 - Isola Creek Subdivision No. 1
From: Kathy Stroschein Imailto:es-kathys@qwestoffice.net]
Sent: Thursday, August 01, 2013 3:01 pM
To: Steve O'Brien
Subject: 121109 - Isola Creek Subdivision No. 1
Importancei High
Steve,
ljust received a telephone call from NMID. we show on our approved plans
two 2" water services with 2,, meter and 2,,
meter setter' Per NMID new requirements, that is no longer acceptable. We will instead
install one 4,, service with 4,,
meter and 4" meter setter per Meridian's standards. The backfrow preventer
wifl arso now be a 4,,.
Please let me know if there is a probrem with this or if
you need any additionar information.
Thanks,
Kathy
Kathy Stroschein, p.E
Engineering Solutions, LLp
1029 N. Rosario Street
Hi Kathy,
Thanks for the heads up. Also, for what it's worth the water Department uses a Turbo 4" meter for irrigation. A
compound meter is used for domestic. They also recommend letting them know when the contractor is installing the
meter components. They can bring out the meter and use it to help with alignment.
And there is no problem with switching over-..it,s understood why.
Steve
1
Su ite 100 \/
Meridian, ldaho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
2
Shari Stiles
From:
Sent:
To:
Subject:
Prescott, Susan L - Meridian, ID < Susan.L.Prescott@usps.gov>
Thursday, July 18,2013 2:03 PM
Shari Stiles
RE: Oakcreek Subdivision No. 3, Isola Creek Subdivision No. 1, Fall Creek Subdivision
No. 1, zebulon Village Subdivision
Sh a ri,
The single pole, double box on the property line is fine for these subs, for now. The postal
service is wantinB us to try to
have developers install NCBU's (neighborhood delivery boxes)in some of these new subs. Since these subs have already
pretty much established the single pole on the property line, we'll leave it that way for now,
unless any of them think
the other boxes would be more cost effective for them. Questions, give me
a call 887-1620
Thanks
Sue Prescott
SCS Meridian PO
From: Shari Stiles Imailto:es-sharis@qwestoffice.net]
Sent: Tuesday, July 16, 2013 3:17 PM
To: Prescott, Susan L - Meridian, ID
Subjectt Oakcreek Subdivision No. 3, Isola Creek Subdivision No. 1, Fall Creek Subdivision No. 1, Zebulon Village
Subdivision
Susan:
The City of Meridian puts the following condition on most of our final plats:
"Prior to signature of the final plat by the City Engineer, the applicant shall provide
a letter from the United States Postal
Service stating that the applicant has received approval for the location of mailboxes."
Oakcreek Subdivision No. 3, lsola Creek Subdivision No. 1, Fall Creek Subdivision No. 1 and Zebulon Village Subdivision
are single-family residential subdivisions. I have attached copies of the final plats along with vicinity maps. We are
proposing one shared mailbox location for every two homes (l think that's the way the prior phases are done). ln the
case of an odd number of lots, an occasional single mailbox would need to be used.
Please review and, if possible, provide us with your letters of approval. lf you need additional information,
please give
me a call at 938-0980. Thanks for your help I
1
v \r, \7
Den Cline
From:
Sent:
To:
Cc:
Kathy
Kathy Stroschein, P. E.
Engineering Solutions, LLp
1029 N. Rosario Street
Suite 100
Meridian, lda ho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
Kathy Stroschein <es-kathys@qwestoffice. net>
Friday, June 21, 2013 1 1:'19 AM
Steve O'Brien
Bruce Rolfe; Murray Jones; Patrick Cotten; Denny Cline; Jerry Lee
Denny,
l iust found out that steve is out for the day and he
is the one who approved lsola creek Subdivision No. 1. I am hoping
that you can approve this for me so that the contractor can continue working. I have
spoken with patrick
cotten and he
is aware of the situation.
Please let me know if you need additional information.
Thanks for your help with this!
6\
L!
1
Steve O'Brien
From:
Sent:
To:
Cc:
Subject:
David Miles
Tuesday, May 28, 2013 8:51 AM
Kathy Stroschein
Steve O'Brien
RE: '121
109 - lsola Creek Sub. No
David,
Please find enclosed the IDWR approval. Please let me know if you need anything else
Thanks,
Kathy
Kathy Strosche in, P.E
Engineering Solutions, [[P
1029 N. Rosario Street
Suite 100
Meridian, ldaho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
<< File: 563-20431Coleman.pdf >>
That is everything. At time of finishing construction within the floodplain I will need a memo, or email from you stating
that the installation in the floodplain area was built per the proposed floodplain development application
plans.
David Miles. CFM
Surface Water Adminislrator
Public Works Department
City of Meridian
(208)898-5500 x.1383
dmiles(Ameridiancitv.oro
From: Kathy Stroschein Imailto:es-kathys@qwestolfice.net]
Sent: Tuesday, May 28, 2013 7:58 AM
To: David Miles
Subject: 121109 - Isola Creek Sub. No. I
1
Steve O'Brien
From:
Sent:
To:
Subject:
Tammy Tucker <TTucker@achdidaho.org>
Friday, May 24, 201 3 8:'l 1 AM
Steve O'Brien
RE: We are ready for Pre-con, just need to know a date
fls oL4
From : Steve O'Brien [mailto:sobrien@meridiancity.org]
Sent: Friday, May 24, 2013 8:08 AM
To: Tammy Tucker
Subject: RE: We are ready for Pre-con, just need to know a date.
Wednesday the 29ih at 11?
From : Tammy Tucker Imailto:TTucker@achdidaho.org]
Sent: Friday, May 24, 2013 8:07 AM
To: Steve O'Brien
Subject: We are ready for Pre-con, just need to know a date.
Preconstruction meeting for lsola Creek Subdivision No. l, at Meridian City Hall.
*+IT IS THE DEVELOPERS RESPONSIBILITY
TO MAKE SURE ALL CONTRACTORS ARE PRESENT TO SIGN
PERM ITS* *
lnspector: Jon Herman
Developer: ColemanHomes
Engineer: Engineering Solutions, LLP; Kathy Stroschein
Responsible Person: Bruce Rolfe CON13-00068
UG Contractor (sewer, water, SD, irrigation): Superior Construction
Joint trench:
Concrete Contractor: Sidewalks LLC.
Subgrade, Pit-run & % base, asphalt : C&A Paving
Any off-site work? Just along Ten mile rd as shown on the plans and was included in the swppp
lf you have any questions please call
Than ks,
Tammy
387-6273
That will work.
Thanks,
Tammy
1
v \-/
Steve O'Brien
V\J
From:
Sent:
To:
Subject:
Kathy Stroschein <es-kathys@qwestoffice. net>
Wednesday, May 22, 201'3 3:52 PM
'Kaci Bader'; Tammy Tucker; Steve O'Brien
FW: 121109 - lsola Creek Subdivision No. 1
Developer -- Coleman Homes
Engineer - Engineering Solutions, LLP; Kathy Stroschein
Responsible Person: Bruce Rolfe (CON13-00068) (Must have CON # from City of Boise)
UG Contractor (sewer, water, SD, lrrigation) Superior Construction
Joint Trench:
Concrete Contractor: Sidewalks LLC
Subgrade, Pit-run & 7o Base: & A Pavin
Asp halt Confactor: C&A Pavinq
Any Off-Site Work? Yes or No - Just
along Ten Mile Road as shown on the plans and was included in the
SWPPP.
Please let me know if you need anything else. We would like to have the pre-con on Tuesday morning if
possible.
Thanks!
Kathy
Kathy Stroschein, P. E.
Engineering Solutions, LLP
1029 N. Rosario Street
Suite 100
Meridian, ldaho 83642
Telephone : (208) 938-0980
Fax: (208) 938-094L
Please find enclosed the list of contractors.
1
v' \-/ -\J
Carol Skinner
From:
Sent:
To:
Subject:
Shari Stiles <es-sharrs@qwestoffice.net>
Monday, May 13, 2013 2.01 PM
Carol Skinner
lsola Creek QLPE
Carol
We had submitted a check for 5975.00 (SSS.OO over) for the
QLPE fee, but Mindy and Steve said to wait until they had
calc'd the other fee amounts and they could apply the overage to some other line item for lsola. l'm ready to bring it in
as soon as I get the calculations from Steve.
1
v\/ V\/
Steve O'Brien
From:
Sent:
To:
Steve O'Brien
Wednesday, May 08, 2013 2:31 PM
'Kathy Stroschein'
Subject:Precon RE: lsola Sub
Kathy,
ldid receive it.
Thanks,
Steve
From: Kathy Stroschein Imailto:es-kathys@qwestoffice.net]
Sent: Wednesday, May 08, 2013 2:25 PM
To: Steve O'Brien
Cc: Shari
Subject: : Isola Sub Precon
Steve,
ljust wanted to let you know that NMID is good with the pre-con.
Thanks,
Kathy
From: DeArley Green [mailto:dgreen@nmid.org]
Sent: Wednesday, May 08, 20132:L2PM
To: Kathy Stroschein
Subject: Isola Sub Precon
Just wanted to let you know that City of Meridian has been faxed the letter okaying Precon for Isola.
DeArley Green
Shop Secretary
Nampa & Meridian Irrigation District
CONFIDENTIALITY NOTICE: This transmission is intended only for the use of the individual(s) named as recipients. lt may
contain information that is privileged, confidential and/or protected ftom disclosure under applicable law including, but
not limited to,
the attomey client privilege and/or work product doclrine. lf you are not the intended rccipient
of this hansmission, please notifo the
sender immediately by telephone. Do not deliver, distribute or copy this transmission, disclose its contents, or take any action in
reliance on the informatiron il contains.
1
Steve O'Brien
From:
Sent:
To:
Cc:
Subject:
David Miles
Monday, May 06, 2013 11 02 AM
es-kathys@qwestoff ice. net
Clint Worthington; Steve O'Brien
lsola Creek - Floodplain
As we discussed, I have reviewed the floodplain development application and need the following:
o Sheet SD-1, note SD1 revised to indicate that rip-rap and end of pipe installed in Five
Mile to be flush with
existing grade.
o Provide revised NMID approval letter when completed.
. Provide IDWR approval for joint 404 cert when completed.
once the plan sheet changes are made the floodplain app will be conditionally approved
pending receipt of the two
agency letters.
David Miles, CFM
Surface Water Adminislrator
Public Works Department
City of Meridian
(208)898-5500 x.'1 383
dmiles@meridiancity.oro
coNFIDENTIALITY NoTlcE: fhis emoit ond ony liles tronsmitted
with it orc confidentiol ond privileged ond intended
lor receipt ond use solety by the
individuol ot ehtity norned in this email ttonsmission ff
you orc not the intended recipient, be odvised thot you hove received
this emoil in effor, ond
thot ony use, dissemindtion' forwording, printinq,
disclosure, copying, distribution or the toking of ony oction in relionce on the contents of this
inlormotion is strictly prohibited. Pleose notify the sender immediotely
thot you hove rcceived this messoge in etor ond destrcy this messoge.
Kathy,
1
/
Steve O'Brien
From:
Sent:
To:
Cc:
Subject:
Attachments:
David Miles
Tuesday, April 09, 2013 10:02 AM
Steve O'Brien
Mollie Mangerich; Bruce Freckleton
lsola #1
Floodplain Reveiw - lsola #1.docx
Steve,
Attached is the floodplain review for lsola #1 matching the comments that I included in Accela at FP review. Thanks for
keeping me in the loop.
David Miles, CFM
Surface Water Ad m inistrator
Public Works Department
City of Meridian
(208)B9B-5500 x.1383
dm iles@merid iancity.orq
CONFIDENTIALITY NOTICE: This emoil and ony files transmitted with it ore confidentiol ond privileged
ond intended for receipt ond use solely by the
individual or entity named in this emoil tronsmission. lf you ore not the intended recipient, be odvised thot you hove received this email in error, and
that ony use, dissemination, forwording, printing,
disclosure, copying, distribution or the toking of ony oction in reliance on the contents ofthis
information is strictly prohibited. Please notify the sender immediotely thot you hove received this messoge in error and destroy this
messoge.
1
Carol Skinner
From:
Sent:
To:
Cc:
Subject:
Attachments:
Joel Meusch
Thursday, November 21, 2013 12:00 PM
Carol Skinner; Bruce Freckleton; Blake Campbell; IVatt Hoffman; Robin Jack
Brian Kerr; Chip Hudson; Patrick Cotten; Water Division
RE: lsola Subdivision yellow card
lsola Subdivision yellow card001.pdf
---Original Message---
From: Joel Meusch
Sent: Thursday, November 21, 2013 11:59 AM
To:Carol Skinner; Bruce Freckleton; Blake Campbell; Matt Hoffman; Robin Jack
Cc: Brian Kerr; Chip Hudson; Patrick Cotten; Water Division; Joel Meusch
Subject: RE: lsola Subdivision yellow card
Attached please find a copy of the Yellow Card for the lsola Subdivision. This card is providing notice that the hydrants
in this development are now activated. Please advise should you have any questions.
Tha nk you,
Joel Meusch
Chief lnspector
---Original Message----
From: EnvirconstxeroxT545@com panyname.com Imailto:EnvirConstxeroxT545@com panyname.com]
Sent: Thursday, November 21, 2073 72:72 PM
To: Joel Meusch
Subject: lsola Subdivision yellow card
Please open the attached document. It was scanned and sent to you using a Xerox multifunction device.
Attachment File Type: pdf
multifunction device Location: Environmental \ Construction
Device Name: Envirconst Xerox7545
For more information on Xerox products and solutions, please visit http://www-xerox.com
1
v V\7
Steve O'Brien
From:
Sent:
To:
Subject:
Steve O'Brien
Monday, April 08, 2013'l:42 PM
'Kathy Stroschein'; Denny Cline
RE: '121 '109 - lsola Creek Subdivision No
Hi Kathy,
l'm working on the review. l'll have some comments sometime this week.
Steve
From: Kathy Stroschein [mailto:es-kathys@qwestoffice.net]
Sent: It4onday, April 08,2013 12:11 PM
To: Steve O'Brien; Denny Cline
Subject: 121109 -- Isola Creek Subdivision No. 1
Steve and Denny,
lsola Creek Subdivision No. 1 was approved at City Council last Tuesday. I am not sure who is working on it, but I am
working on the other agency comments and am trying to find out when I would have Meridian City comments.
Thanks !
Kathy
Kathy Stroschein, P.E.
1
Engineering Solutions, LLP
1029 N. Rosario Street
Suite 100
Meridian, lda ho 83642
Telephone : (208) 938-0980
Fax: (208) 938-0941
Barbara Shiffer
From:
Sent:
Subject:
Machelle Hill
Wednesday, August 29,2012 9:40 AM
FW: City of Meridian Dev App - lsola Creek Sub AZ 12-008 & PP 12-004
From: Machelle Hill
Sent: Wednesday, August 29, 2072 9:39 AM
Subject: City of Meridian Dev App - Isola Creek Sub AZ 12-008 & PP 12-004
IOAHO
City of Meridian
City Clerk's Office
33 E. Broadway Avenue
Meridian, lD 83642
Planning and Zoning Commission
Deve lo p me n t Ap p licution T rans mittal
To: City Departments Comments due by: September 27,2012
Transmittal Date: August 29,2012 File No.: AZt2-008 & PP t2-004
Hearing Date: October 4,2012
Request Public Hearing - Annexation
and zoning of 74.6 acres of land from RUT in Ada
County to the R-4 (medium low-density residential) zone AND Preliminary Plat
approval of 168 residential lots and 18 common lots on 74.6 acres in a proposed R-4
zone for Isola Creek Sub
By: Coleman Homes, LLC
Location of Property or Project: East side of N. Ten Mile Road and north of W. Ustick
Road
The City of Meridian is requesting comments and recommendations on the application referenced above. To review
detailed information about the request, please click on the file number above to take you directly to the application.
We request that you submit your comments or recommendations by date specified above. When responding, please
reference the file number of the project. lf responding by email, please send comments to clerk@meridiancity.oro.
For additional information associated with this application please contact City Clerk's Office at number below.
Thank you,
Machelle Hill
Meridian City Clerk's Office
33 E. Broadway Avenue
Meridian, lD 83642
(208) 888-4433
m hill@meridiancitv. orq
1
.\/\/
State of ldaho
Department of Environmental Qual ity
1410 North Hilton . Boise, ldaho 83706
. (208) 373-0502
QUAL|FtED LTCENSED pROFESSTONAL
ENGTNEER (QLpE)
REVIEW AND APPROVAL CHECKLIST
About this form
o This checklist is optional to use and is guidance from DEQ to qualified licensed professional
engineers (QLPE). This checklist describes the required elements of a QLPE
project transmittal letter
and is intended to assist DEQ in the tracking of drinking water and wastewater projects, as well as
assist the QLPE in reviewing and approving certain types of Plans
and Specifications.
o This checklist should be filled out by the qualified licensed professional engineer (QLPE) when the
QLPE is reviewing and approving a project for construction under Idaho Code
$ 39- I I 8(2)(d). If the
project requires DEQ approval prior to construction, the QLPE
shall direct the Design Engineer to
submit the plans and specifications through the normal DEe review process.
o This checklist may be used in place of a transmittal letter from the
eLpE.
o This and other design checklists are available at any DEQ regional office or online at
http :/hwvw.deq. state. id. us/water/assist:business/engineers/checkl ists.cfm.
o The other checklists include additional information about submitting a package of plans and
specifications for DEQ review.
I. GENERAL PROJECT INFORMATION
Project Name Isola Creek Subdivision #l
Approving Authority*: CITY OF MERIDIAN
Qualified Licensed Professional Engineer:
Name: Emily K. Skoro; P.E
v
I
2
J
Employer: CENTRA CONSULTING INC
4
5
This approval is for:
[] euUtl" drinking water system simple water main extension
[] mUtic sewer system simple wastewater main extension
Design Engineer
Name: Kathy Stroschein, P.E.
Employer: Engineering Solutions
6 Project Owner or Developer: (Please provide exact name of owner or authorized representative)
Coleman Homes
Name:
Firm:
Address:
City:
1859 S. Topaz Way, Ste.200
Meridian State: ID ZIP:83642
* Approving Authority refers to the City, County,
Quasi-Municipal Corporation, or Regulated Public Utility that
is approving the plans and specifications per ldaho Code 39-l l8(2Xd).
QLPE Review and Approval Form
Revised November 2008
Page 1 of 3
\-/ V
II. REQUIRED CERTIFICATIONS
QLPE CHECKLIST
Checklist ltem Yes
A) I am the QLPE representing the Approving Authority.
B) This project consists of simple wastewater main extension(s), simple water main
extension(s), or both. It complies with the current facility plan or preliminary
engineering report. The water or wastewater system has adequate capacity for the
project. (If required, please include declining balance spreadsheet to demonstrate
capacity)
C) The Approving Authority has committed to serve this project and has reserved
capacity for it. (Attach separate will serve letter or other documentation if needed.)
tr
D) The Approving Authority will own and operate the project upon completion of
construction. (Attach separate letter or other documentation if needed.)
E) I have reviewed the plans and specifications and verified that they comply with the X
facility and design standards (IDAPA 58.01.08 and IDAPA 58.01.16) and engineering
standards ofcare.
Checklist ltem Yes
A) As the QLPE for the Approving Authority, I have approved the plans
and
specifications for construction. I am not the design engineer, nor was I otherwise
involved in the design.
x
B) The plans and specifications have been marked as "Approved for Construction", and X
a copy of the approved plans were transmitted to DEQ with this checklist.
c) The plans are for simple wastewater main extension(s), simple water main
extension(s), or both. No mechanical systems such as drinking water sources, treatment
facilities, booster stations, storage facilities, or wastewater systems such as lift stations
or treatment works are included with this project. **
D) This extension project will connect to:
1) Existing drinking water and/or wastewater mains owned by the Approving Authority
OR
2) A future main(s) not existing at the time of approval. The future main(s) will be
owned by the Approving Authority. In such cases, sanitary restrictions will remain in
force.
** Portions of a project that require DEQ approval must be approved by DEQ prior
to the QLPE
approval of the drinking water or wastewater extensions. Alternatively, the drinking water and,/or
wastewater extensions may be submitted to DEQ for approval of the entire project.
QLPE Review and Approval Form
Revised November 2008
Page 2 of 3
x
III. PLAN & SPECIFICATION APPROVAL
x
x
tv.CHEGKLIST { sArvrrARyREsrR crroils QLPE
If the project includes drinking water and wastewater main extensions that will be reviewed and
approved separately, the two Approving Agencies must coordinate the review and approval as it
pertains to the lifting of sanitary restrictions.
Recommendation Yes
I have reviewed and approved all drinking water and wastewater improvements included X
in this project, and I recommend that the district health department release sanitary
restrictions.
OR
I have reviewed and approved only the drinking water[ wastewater ! (check one)
improvements included in this project, and I recommend that the district health
department release sanitary restrictions once they receive the approval from the other
Approving Authority.
OR
V. NOTE ON RUTES TVD STA'VDARDS
This checklist addresses the majority of common items from the ldaho Rules for
Public Drinking Water Systems (IDAPA 58.01.08), the Wastewater Rules (IDAPA
58.01.16, for QLPE approval of projects. However, this checklist
is not all-inclusive,
and users are expected to fully understand the rules and standards, apply them
where necessarT, and request interpretations from DEQ if there are any questions.
DEQ regional offices may have additional written information that will assist in the
design/approval process.
VI. QLPE CERTIFICATION
All responses indicated on the checklist above are accurately reJlected in the attached Plons and
Specifications.
Yr.
QLPE's, Signature, Date and Seal
QLPE Review and Approval Form
Revised November 2008
Page 3 of 3
tr
I recommend that the district health department leave sanitary restrictions in place.
CONSTRUCTION AGREEMENT -
Isola Creek No, I Ludscape
Tbis Coastuctiotr Agreem€ot (this
.Ag€€m€nf)
is rnade by ard b€fweetr:
The "Owaer" Coleoan lloocs. LLC.
Address: i859 Sorth Topaz Way Suire 200
1,1sddisn, ID 83642
Prcject Coltsct P6son: Riot tcf
Telephoae: 2084244020
Facsimilq Mobtre; 208424-208-84t4619 N30
EEail: rlon@mycoleEanhoEe.com
And Os "Contractoi' Power Addr€ssr EEtemriscs 1613l Fralkltur Road
Nmpa Id 83687
for the following "Project''
Tajipayf, rD * 824469240
ICL No. RCE-616 lds.ho Public Wo*s Licease #16668-AA44
Projrcl Coltact Pqsou Tidc#d
Telqrhoae: 2084614670
Facsimile: 2084614354
Mobile: 208-870-t248
Enail: tarry@p*ft Lcom
Isola Cr€ek Subdivisioo No. I in aacordaEce with the Conu.astor,s
proposal attacled hereto Es E dibit A (iho
,'CoDfadort proposat,),
excc?t to tle occBt such proDosEl is iEcousis'.nr with this ALreeEenr.
As fulI compeusaion ior Cotrtractor,s perfoEaace of this A-sreemenr
Ow[sr age€s ro pay CoEtractor 6x€d price of205.7d7 Do[i md
90/l 00 (S2p5.767.90),
subject ro ldditioDs or dcductiou itr acc{rdarxoc
widr this Agrqeneot (rhe ,,ConEact
pdce").
CoDtractor shll poEEence tLe Work oa or befors ard shrt
coEplctc the €otir€ Work !o laler than _ @e*Completiolr
Date").
The "CoEtract Price" is:
The "Completio! Date" is:
Tho l8bor, Eatcrials, equipEent, servic€s and coEpelsatior dascribed above stall be psrforned mdpaid
i!
accord8lc€ witb the attached Shodsrd TeEs atrd Cotrditiotrs atrd sny exhibits 8[ached herEto.
Refenaces to this
"Agrecnenf' shall mean page &d the Stadsrd Terms and Conditioru.
Owner z)rltr Co0tactoc
Poq,€r Entsrprues
By.
Its:
DatE:
IfConraaor rcceives a copy dris Agr€crnart for sigdahrjr and $ercaftcr cararEEaccs wort oo rhc
projcct prior ro 3ignitrg
srd
.elurnint this Agrcrrllcnt to Owo.r, Cookeclor sha.ll be dcomd to hsve accaptcd thh Agrc@ect in i6 endretv.
CoNsTx.(,cIIoN AGmEMEff
s CO|!iMUMI!!$Ba-!^NO\DEVEI4F\SNNSOI (
C8.EK +l\C!6.|c t@DlEatPrE3!rdlp6-'irsFi.D6a.,r!.r{cr.@{Ns!ONED.&q
Page I of6
By: HarryMre
Its: PEsidcot
Date:
STANDARD TERMS AND COIqDTTIONS
l. ReYieE of Project RequireEertB Co[t'acto! rcIreseots Etrd w3lra.ob to OqtrsI that it has visited thc Prcjec,t
si{.,
trlade I carcfirl sralysis and comparison ofthe Work and tLe Project rEquirEE€Bb, d is aw.are ofthe eavincnareotqt sasitivity of
&c Plojeot site ald tle colstrailG rclated to aco€ss, stagillg, EaETiaI storagc, clioate ard the activities of othrf ca[kactoIs.
Ifany
ofthe Project lequireEeds 8re coqtradictory, tbe leguir€EeDts tbat pls€e
lie highcl or Eost strilgetrt duty or obligatiotr upol
Contra.tor shall gov€r!.
2. ColEEuctioE Sctedule. The CoftEGor slull sommence the Work (or portiotr theltoD upol written aoticc to
proceed
Aom Omcr aud shall coopletc the entire Wort (or ponion thcreof) !o lelEr
tha Coopletiou Dat€. The ColhEstor acho*lcdges
and agrees &at timc is ofthc c*gence aad that the Ocarr will suffEr signiffcant ladship aid axpenlc ifthe Work (or portion
ths€oD is trot coEplcted by the Conpletion Date ard shstl uss ih b€st efvrts to e sne the e iro l[or* is comptetcd prior to tle
above dats and agrees !o Pay to the Oc/trer, 8s liquirlatcd d"meges md
not a peulty, the sun of$250.00 per day for cach cal€odff
day affer the Conpletion Date util all thc work is coEplete. Cost'acior shall pr€plJE aod cortiauously rprla& a sobedule for dle
corstuction ofthe Projecl as oec€sslrjr to achieve a timely Plojoct completioa- Ifthe Contactor is dclaycd on tte critical path fue
to ciro|llnshlrc€s boyotd itE cotrtrot ruch as stiliEs, oasualty or gcacral uravailability of matcrials, shigriry dclal,o
or rcceivi4 &e
wrong mderisls (ttrough tro &ult of the Contlgctor), the Cortraclor slall" as i$ role remedy, be €otitled to alr cxGlsion of titr
egual to tie delay ircurrcd. CorFaclor sisll give Ovltlff, wdtt€d rotice of auy claia for ar exbnsior
of timc q,ithin firEe (3)&ys
ofcolhacior's knowledge offdcc giving rise to the event for which the clsiE is BadE; ofterwise, sucb claiDs cbrll trb deamed
waived.
3. ?aymetrtE.
3.1 Pavmcnl hvoices reccived by tlu 156 of thc moath will be sailed paid by the t56 of the followiag
EoBth. All itrvoices must s€t ol.t (i) descriptior of servioes provided, (ii) dae services
arc provirled
'od
(iii) anouat otugcd
for servic€s retrdered. Invoices not coEraioilg iteBe (i) tfuough (iii) will be rtumed to CmkEEtor witt request
to Eovide
Decesssry infomatioE, and pmc$sed for payment ody wh detail is providerl Omer shall bave the righf o rctaia 5% of
eacli progess psymert urtil tle Project is fully coEpleie.
3.2 Withholdiae ofParemls. Ovmcr may rcject ao application for payment or ldliry 6 pleviously
app.oved
applicatiol for p8yEetrt, is q,lole
or i.D part, as oay be rcasooably oecessary to protect Owrcr fi-om loss or dalrsge
based
upo! (i) Contrartor:s failure to psrfom or corect the Work as requirEd by 6b Agxrcment, (ii)
Co!tsactor's failur to provide
aEcrptable atrd qrrtEEl ccrtiEstes of iasuraace cov.t'age
as rcquired by thb Agrr€EEDt, (iO loss or daoage caused by
Colkacto! to OwnEr, Os,ner or otters to c/hom Owner uay be liable, including reasonable cost for clea-u;r, rcpaA, hyout
or punohlist wor* performed by Owtrer o! o6ers, or (iv) Con!'actor's failure lo
Fovide acceptable evideucr of paluent for
labor, materials, equipmert or supplies firmished in conaection with the Wo!l! or CoEtractor's failure to promptly remove
aly lien filed agaimt tbo Project sile rclated to the rffork
3.3 Filal PavueEL Fiaal pa)arcut oflhe eotire Coltract Price sball be cade only upon
Owner's (i) final completion a.od acceptarc€ ofall S/ork by Owuer, OwBer's engheers and 6e appmpriate govemmeni;
authorities, (ii) receipt of all warrauty docuttrsrfs (including manr&rtwer warraaties), maouls, liel relears, ald
any otler
documenlatiotr rcrsonably requested by Owner, ad (iii) r€ctipt of sstis6ctory Evid€ffe that Cotrtartor has paid all workers,
subconradors 8nd suppliers for work perforned and materials .cupPlied for fte Pmject. Con!.octot's srceptsoco offilal
pal,lrcat sb8ll corstihrte a wziver ofall claims by CoDtractor lelating to the Work
4. Ctaages; SubstitudoEs.
4.1 Charecs. OwDor rDay add bo or deduct &om Contractor WoIk by witto! order ('Cb,Ilge Ordei')- The
ordef shall set forth thg slanges irvolvad, 0!d ttre fair value ad tiae inrpact
4.2 Requests for Chaaqe Ordcr Prooosals. Withirr tkee (3) d.ys ofowner's r€quEst,
CooFdcto! sball provide,
without cosl a Chsoge Order pro,posal for any ctages io
the Wo* requ;ld by Oe,!er. Such Change Ordu poposd slO
be calculatsd oq the basis ofreasoaabto qeaditures aad savings oftbose performing t[e cba4ed s,ork.
4.3 Substitutiops. The Cortractor Esysubstitule estioat€d or{,eciied nalerials only s,ith 6e Ovne/s
coffent. By oskiDg a request for subsdMiq tbe CcntsEctor tepreseds to Osmer (udess exprcssty aod cons?icuously
00Ed
othernrise ia tho requcst) tbat the suhtihrte mrt€dal is egual to the original naterial io price, qualig, fimctiouality,
suitbiliry
for the Projoct ald dursbi[ty iE every rEspecl
5. Supervirlon. Conkacior shEll plovide I comlrctcrt level of superyision atrd oooldioatioa ofall Wodq includiag, lut
not [mitod to, coDstsrctiou aears, oetlods, tcrbniques, se4ucaces ald proccdures. Contractcr sbr.ll vedfy all dioemious on
drawiogs provided by Owuer or otherq aad field neasures as requirrd io eosure theproper 6t Ed irsEllatio! oftLo Work
Cotrtractor shall etrbrc€ sEict discipl.itre ad Eood order aooug all persors perforEing
the Wod(. Contrsctor's otr4it€ sup€Iyisor
shall havo thc firll au&ority to act for snd bind Contraclor. AII communicatiotrs tfu0ugh, Erd csBmiineEts 04 Conractor's oosite
oupervisor shatl be fully biodhg ou ColEacto!.
6. Cooperation, CoEhactor understasds that Owne( oay perfora wort on th€ Projert with its o&! forces or other
cotrEaotols, CorFacior sball cooperar€ fully with Os/rer and the other c,otrtuctors s0
as not to intsrfEre B'ith the perfonnane of
s,ork by oay of&eo, Cotrh-actor aoldowlcdge6 that OeaE( 6h.sll aot be liable for aay daoagcq losscs or cxpooses rssultiog tom
atry act, omissio& del8y, &ilure or dc&uft ofanothef, ContraEtor or $pplier ia oorlootiotr with the Pmjcct IfContactor su&!s
any ouch damagc, loss or o4relse fioa aaolher Coatraotor or supplicr, Codtaobr s!,Ell sgek retovery of such
d"maBeg, loss or
erpeose tom the respoDsfule party direc{y wilhout rrtrL'hg
Contaotor a pdty to any actioD. Contracior agrces tbat iay gojert
suppliEf or CollEctor shall lavp a dirEot tight ofactioE agailst Cor ractor fordsmages,loss ficxpense resulting &om Contactor's
actu or omissiors (vtether or not rcgligetra), defBulfs, dclays h perfonnance
or doficiencies.
7. Conpllsrct with Laws. Contsactor shall erecu& th.e Work io seict poqliaacs
with all applicable tawo, includiry
euviroueatal lawq buildiag codes, ordiaancas, rules, lEgulatioEs, prrails 8Ed orde$ of atry public authority
having jurisdictio
ov€r the Project (the "tegal requiremeats'). Conbactor ackDowledges that O$rrer ca0 be fned for Coniactor's
violations of
eppticable legal requireme,rts. Colllractor sbsll rcinburse Owaer for any loss, co8t 0r ertr eEse attdbuhble to any acls or oEissiols
by Coot'actor, ib eqrloyees or ageits resuttiry Aom the faiture to comply with any applicable legal requirements, iacluding, bul
Eot liEited to, OSHA fines.
t. EtrgheerinB Site, Etrviror-Ee[asl ard Sefety RequlremetrtJ. I'u tbc pcrforoauce of the Work, Colractor stall
comply, and shall ensur€ all of its €Eploy€es atrd subcotrtaclors comply, with the oagiaceriog, site, envirouoeata!, hcalth Erd
safety rEquiremelts applicable to the Work (&e "Site RequiremenE ').
Pdor to tte comnaenceme ofconstuction, Cotrfactor shall
asscmble and distibute th6 Sia. RequilemeDrs tu all subcout Ectols ptr&mriBg Wort oa the Project sitc. CoDrr8otor sball stictly
edorce the Site RcqdleEena duriDg tbe coDstuctioD ofthe Projeat
10, P€rnits, Feet, Te3b sEd IrrPecaioru, Contlacto! stalt at its own expeosq obaio al.i trecessary perr 15 and licelses,
and pay all fees ttrat are included in the Contractor's Proposal. Corb'actor sball schdr:Je and give proper
written notice of all
rEquired tests, iDspcctioos ard approvala of thc Work at suoh ti.ecs so as oot to dclay the pmgrcss oftho Projeot. ContBctor sball
promptly provide Owner pilh all
cedific€tGs oftestiEg or iDspection, Etrd all apFovsl or dEficieucy notices.
11, Supptier8 anil S[bco[tractors. Prior to strtiog worl Contactor shall suboit to Owncr a list ofail suppliers ad
subcorEacbrs who q,ill perforo Wort on the FrojecL
12. St ging; Storage of Materia.h; Clestr-lp- Conhactor shall confine operations at the Project site to areas permittd
by Izw aud the Owoer's Site Requhemeots. ConEtctor shall storE lBaterials snd cooduct activities ib only those
'tE&i
dirccted by
Owlrer. CoDtsactor sbau be solely rEsponsole for securing its materials and cquipment froo daraage and thefl. ConFactor shailal
aI times duriry its p€rform8nco of the Wort keep tte Prcject sitE reasotrabiy clean aod fee fion debris resuhing
from the Wort-
EsrDloyds Liability
Busitr€ss Auto Liabiljty
CoEmercial Gelerd Liability
As rEquired by l8', (aot l€6s lhal $300'000)
$ 1,000,@0.00 Eoch Accideat
S 1,000,000-00 Each Occurrnce
$ 2,000,000.00 Gcrcral Aggsgab
14. Indemdficatiou. To thc fullcst cxtcnt pcrEitt€d by law, the Cotltlect r sbEU
iudeDtriry, d€f€ad ard hold hara]est t]e
Opo€r ud its coDsultants, aa<l agems an(f eoployces'of aay oftheo, Aom &nd rgailst claiT{,d8DagEs,
losse-s asd rxpenses,
lsauaing Uur not tiniteo to a$o;Dys' ftes, ari'silg out of oi rcsrrltiog froo pcrfornaloe oftho Wort providcd
*d-;;;i;";;p;i" rhat suoh clair'
"tnrtrrirf"t"
i"aly iljury, sickne.ss, diiear" oi doth, or to isjury-to or-rlestuction of argible poleitY
toG-ti"" tt" W.i* itselD, but oaly to rhe extcot causk by tte negligEr0t
arb or ofiissio[s oftte Cortractor' a suhontactor'
irr.,.,o" dir.rtlv or iodirectiv ernploved bv tbe'a o. anyone ior whoel a-cts they Eay be liable' regaldless of wtelher or trot sucb
Jiil A".r*d forr or o#ose is ciused'io pan Uy
a partv tAenaiA"a h€reunder. Such
obligatior shall troa be corstrued to !og8t€'
;il*;;dil;G;ieu6 o. Jfig"to- of bdeonity which qosld otbcrwise
exist ar to s parv o! PclsoD.
Iaclains
against
;ffi;ffi ;;tG;d;J una? tris sotion uv aa eryr1oyee of the coaractor' a srbcontractor' aavooe- dircctlv or indirctlr
;pifi btrfi; anyoae for wtosc acB ttcy rngi l" ti"t^te, it e indeanificgtior obtgation uder this Scctioa stall rot
bE
tigrltei ty n tini6tio, O[. a'o,,ot or typc of'te,.rgoS, co4trsation or bcdc6ts payrblE by
qr for ltc Coatractor or a subcotrE8clor
onder woikcrs' comodsatiotr lcls, disability beaefit scts or other €EPloy€€ b€acfit acts'
15. Irrtrttrcs, Prior to th€ start ofrrvork, tbe Confaclor shall. 8t irs sole oxpelrse with imurarce coryad:s-1a*drJly
authorized to do businass ia Iiaho, procure rnd oaiaA,in io force Wor*ers' Coopeasrtio,n
lasurarce,.E_q oyels Lia.b-ilitV
l*-r*r, gori*"
aotorrobile uibility rrsuraace, aud commeroial Goreral Liability Irsnarce, Thc colrsrercial Gcf,cral
ii"Uifitu -fi.r.f,af
ira"ar *uqogu fo, lirbitity arisiag from preoises, opratioos, iadcpeoileot cmFactots'
Pro&cts-ooqleEd
;,ffi;#, |H; t i'ry J;r;ffiti"jr,)', *onui*u! tiitlitv, -oi:oad
foro pmpatv damlg'-rbe comeroirl G.ocnl
iffid;;i "l*
,31[" 6" O*a.r 6 ao-aaiiti-al insued tor liabiity arising out of te Coutaoh't's Work Thc policies abore
shan bc uritteo wio limits of liabitity oot less rhi'
the followirg:
If the Conkacior &fls to obhin or Eaittaio ray insuraace coverage rcquired above,
thE Otmer may puJchrse such coverage srld
iLrg.-ti"
"ryr"t"
rt"r€of to the Cotrtraclor, or terminae ttis Contracl Tle po[cies ofiffultrce
required under fiis Section shall
contiio a provisios rhar t[e covemges afforded
rmder &e policiea will not be caBcelled or sllowed to QQirE udil &t l*st thtty (30)
;;;;;r,;;;,i., u- U..o-gi"* o &o Or,r,ncr. Prior l,o coo.Esrccrreot of tb! wotlg coatacbr
aod Owacr will fitnish cach
.8", iirn,**-Uv apczpablo cc-rtiEcatc or certificates of irsuraace. To the cxtent of lhe limits of CoEtaalods
Coo'tretcial
G#i-Ld6;#,;;, coo&acror shal irderlliry and hold haroies the owtrer sgaiost any atrd al.l liability, ct'im.' dcoauds,
J"..""" losso'*A
"*Deos€s,
P[Dsecutc Cordractor's work on sucb terlls aDd coEditiols
as shall bc deeqEd noc$sary, strd ehrtt d€duct
the cost tbs!0!,
ibcludiDg without rc'stiiction lherEto all ctorges, eqxmses, loss€s, !os6, ii g6q ad iltomey's fees, iocurcd as a rcsult of
dE ContrEctol's faift.Ee !o p€rforr, toE aly money Oen auc or &crcaiter to &come due to tie Contractor uorh
rhis
Agreernenf
17.3 Iftbe Owler 60 trrmiolrcs
qF
!,@Irto],mfr1t of &c Cogtac.tot,lte CoEccior stall not t€ slti0sd to ary
fi[ther polucnrs under fris agreearent u"til Contarbrt wort has beel completed
aud accepteil by the ownor.
18' Termitrstio[ for Cotrvcttieuce. The Ouaer ruy, at aay time, acndtarc this Aere€Eeat for the
OwDerrs ooavegiencc
alrd witbout causc. UPoa r€ceipt ofwrittsD Dotice Aom th! Oemer ofsuoh rgtrIiDsdon for ftE Ow[Eds co[vcdenc€, tle Cormcbr
sl'rll (i) oe8€.opdntisls as dirccEd by the Ovaer iu tte notice. (D
to&e actims acccssary. orttat ihe Owncr may direcq for tlc
protcctioa and prescnratioa of the Wo*; aad (iii) accpt for Worii
'dirrctrd
to be p€rfo@a pdor to the effective date of'terorfuatioa
sult€d h the trotice, termiDate all oxieting subconnacG aod prnchase orders rld €fitE futo m fi[llEr
subcoqr! cb sld purchrsc
orders. I! case of such re,rmisadon for 6e Own.r, ,-r*i"ra", GE-tsaar rArI U .riu.a b rccEive pa!,m€oa
f;r wosk
propenly execlrld an! reasoaable, direct costs ircrlr'cd by tbe Coattactor puriruant o riis Sectioo
Tho Co.o'E;b! rbal lot to
€ titl€d to ov€Etead ud profit o!. the Work mt fiecutEq Iost business opportunities aad uaabsorted ovcdxzd
expeuscs.
19. Altorneysr l'e€s. In thr svent of a!. y coltsor,€(Er, cLiIa or astioa b",'rg 6lcd or ilstituted betwe€n &c psrtics
b tis
agrE€rnat to eoforc€ the t€rEs Ind cotrdition8 of this qgeemcnt or arisirg Aom
the breach ofray provisicn hc,reofl tlc prevrilirg
pafiy Pilt be eotitled {o roccivc &oo ihe otb€r pa4r sllass, da4rgF, *O eqiiase., i*naiiig ieisosable 86om#' ft;, 10c1rt/
by tbe pnvailing party, wtet[ff or tlot ruch coltovelgy or claim is litigatcd or gorccirtod b
judtu€fit
20. GrEerrl' Tbis .A,greem€ot corstit|ts3 th, eotir€ sgr€€ooeqt betwefi the partfu& No inodiEcation shall be bindiry oq
the pattic, udes6 rtehallboiD s,ritiug 6d lig[cd by both partics. Cor&acbr shall uoi assigD this Agr€€mcnt (or Enypan
her;f)
witbout tLe priir $trith colrse[t of Oq,DE fieadiugs b iltis AEGamrat are for refaeace
p]rrposes ody and sha[ aoiafh.ct dre
mearhg or intsProtation hereo{, Nei6er_paty's right ro requiro pcrfornance ofihc ofrer pany's obqgioio*
-0" tiir u*l"ar6
shall bE EffcciEd by 6tryprevious waiver, folbeara&e, sl gsuse sfde-ling. Nei6erlalty;l'!ll
hold ihe other rcspousible fora
&hrdl, delan u Silure io- pe:foro by lrE of Go( suikcs, lockouts, civi; Bu€st, sccidents or other evcnts bcydd O" ot1". prrtyt
ooltrol. This 8grEfircot Ehall bo govemed by th€ lsws of tie Stato ofldsho as rtl agrceor€ot b€twe€o residerts
ofthe stars oildaho
and to be p€rforE€d wilhi8 lte State ofldaho. This Agrccoen! and each aod cveryprovision
tteEot is for tbe orcfusive b€aefir of
frc Owrcr add Cortrsctor and not for thc beneEt of 8Ey third pafiy nor any third party beneficiary tbaeo! except
to the ext€El
e*presly provideil in this Agrcement.
CO]'ISTRUcnoN AGRE.VEN.T CoDtractor
lage 5 6
EXHIBITA
EIDPROPOSAL
(see attached)
Co[tractor Initiala
CoNSTRUCnoN AGREMFMT
Page 6
\, \, \rr v
Ro€d
€nu2013
(iEcludes pathyays and slde rElk,
moJor crorsingJ by
ti!h #
1
t Is
2
h
10
ea
ea Sz4s.oo
3
S1z
1
ZD
Unil {hit Cost
5
4
5
6
331
319
t1
u
1?
19
IE
15
16
L7
Is
sf
uciudes ail inlgation .
ire€r - aud sodlseed in
in front of restdentlal lots, inigauon bas€d
on a
No items bid forShoulder next tp Ten Mtle Boad,
22
Nlmalaaial mMr€ L lcEiirE SutBld b br u oroaflrJ. A[ mil a 6" -"r,o,od IB e Fdtrlnt]s
b lbndffi ,.rctd Any ojlcrd;6 or d;vid6 f_i
"Jrl
-
lpMBbo InE{vhe @ FlGVi! ba qcatod oh\.@n hiff d6 ;,.1,
boxm m a6 clEG. sor.ni r!oE h€ €1d." ,inio,*i-o
-_iililj]l,
tHt€. r-ot.ib or dc!)'r b.)qv our 6hbt. O*.." J,ryi- gJJ;;;J.,'
,|4*Jyli:ur6x O!'v,!rE lio lu:lr.cym hytf.cdolsib
C.reoEi;
on
Total
ofAcaepGnco:
93!-551S
ptra. lp6iir!eru Anj
Yil Do otrr@iEd to do
trhe eSaE €rdilkn:
hdi cca6?Ed 0B r.,s&
qi sFd.ficC.
\ili
11^o*v) L,\a,rr,rr /,,/fu
CONSTRUCTION AGREEMENT - Isola Creek
Subrtivision No. I Infrf,strueture
This Constuction Agreertrent (this "Agreemenf') is Bade by
and between:
The "Olvnot'' Address: Col.eman Homes. LI-i859 C- South Topaz Way Suite 200
Meridian, ID 83642
Proj€ct Cot aot Pelson; Rick L€tt
Telqrhone: 208-424'Q020
Facsimile: 20842+A$0
Mobile: 208'8414679
Eurail rlett@mycolemauhome.com
Ard &e "CoIltsactoC' AddreCsoass8:uction Surerior PO Box 455
Meridirn,ID 836E0
TaxpzyerD # 82-0457177
ICL No. RCEI2636 Idato Psbto tfforks
License 10202-G4
Pmjest Codact Peison: le$yl-ff,
Telephonc: 208-8844011
Mobile: Email: Fac,eimile: jerry@208-208-884-871-ssp€riorcomtsuctiotr 5060 7691 cc
tatrya@superiorconstsuotioD.cc
for the following '?rojecf' Isola Creek Subdivision No. I in
accordance with the Contsactor's
Foposal athohed het€io as Exhibit A (tr6 "Cotrtracior's
Proposal'),
exccpt to the cxt€Dt such pmposal is inoonsisht with this Agreemern
As firll conpensrtion for Contssctor's pcrfoluanc€ oftlfs AgrE€ment,
OwE€r agrc€s to pay Cotrtactor fixed price of908.212 Dolks aod
50/100 ($90&212.60), subjectto sdditions or deductions in accordancc
with this Agreement (the "Connact
Priee").
Contractoi shall comm@cc the Work ol or before 6/12[3 md shsll
coEplet€ ths sntire Work no latr thrn z&tl (the "Completion
Datd).
Ile "Contract Price" is:
The "Completion Date" is:
The labor, naterials, equipmelt, services and compensation described above shall be performed and paid
ia
accordanoe with the attach€d Staadard Terns and Conditions and any cxhibiia attached h€rcto. Refer€nccs to this
"AgrBem6nf' shall meatr this agr€ement page and the Shndard T€,ms
and Conditions.
Owner: Co[tBotor:
Supe,rior Corsfuotion
By:
Its:
Datc:
By: Jerry tce
Its: EetiE8tor
Dare: 6-/2.17
If Contssstor lec€iv€s I copy this AgI€€rIleEt for siglEturc and th€reaff€f comarerces worlc oo thc Projcct prior
to signittg urd
returdng thb Agresm€nt to OwDrr, Cortrscbr shsll be d€sIled to hsve atcepted $is A$c.m€at i! its r,Dtirsty.
coNsrRr,gnoN AcR.EMEl(r
S:\1COMI\ILlrrflE$BE&{NODEvErrlUE}mSOr grEK *1\lrl!}t5tPsrdrE/Cd!_t'LlsreluNslcNED-6q
Page l of6
=5-r=?---.-
(Jt
STAIYDABD TERITS A}ID CONDTTIONS
1. ReYiew of Proiect R€quircme[tl. Contraotor reprcsents and warrants to Onrer ttal it firs visited the Pmjrct
site,
mad€ a.carelrl saalysis and comparisou ofthe Work and tho Projeot requirem€ot ,
ard is arryae ofthe eovirormeatal s€uitivity of
the Projeot site and the coostraints rclated to access, stagin& Eaterial s6rage, clinste ald the activities of other contsEctor8.
IfaDy
ofthe Project requirements are contradictory, the rEquirene[ts tbst place tle highest or most stsirgent duty or obligatioa
upon
Cootractor shall govcr&
2. Comtruction Schedule- The ConEactor shsll coEE€flce the Work (or portiou thercoo qron \prjttetr rcti0e
to Prooeed
ftom Owner ard shall complote the entire Work (orportion thereof) no tater
tFn Co!@letior Dat6. The Conaactor acbmwledges
asd agle€s thst tiEe is ofthe osseoce and t[at the Owner will suffer sigdficaat hardship urd expease ifthe Work (or portior
thueof) is aot completed by tho Corryletion Date od slull
us6 its best efforts to cotui€ the eartire Work is completed prior to 6.e
above dats ard agr€€s to pay to tte Owncr, as liquidarcd da'n"ges and not a penalty, tho sum of $250.00
per day for each caleodar
day ofter tle CoaryIetioa Date uuil all the work is oomplete. Coftactor slpll p!@are and contiauously update
s schcdde for the
constuotion ofthe Projcct aE Eecessary b achieve a timely Projeot completion, Ifthe Coutactor is delayed on Oc critiool
path due
io oircunslaff€s bey€f,d its aontrol, such as stikes, cacualty or general u!4 ilability ofmat€risls, shipping delays or:ccciving lhe
wrong materials (tb'ough tro fiult of ths Conftaoto!), tlr€ Contactor r&'ll,
as its s0l6 r€Eedy, bo eotitled to an exbnsion oftine
equal to the tlelay imuned. CotrtractDr shdl give Owoer writt€o notice ofany olsim for atr er0EDsion oftinc r,,rithin thrce
{3) days
ofContsactm's knowledge offacE giving rise to the ewnt fo which th6 claih is nade; otherwisc, such claims shell be deemed
waivEd.
3. Psymctrtr.
3,1 Parrmeot. hvoioes received by the 156 of the month will b€ Eailed paid by tLe 156 of thc following
aonth. All iuvoices Eust set out G)
descriptioo ofservices provided, (fi) date services ale providcd md (iii)
aoouut chargcd
for eervices rEndned- Iavoices not coatriairg iems (i) tbrough (iii) will be r€hl'ned to Cotrtsctor wlth rcquest b F0vid€
fficessey idornation, and processed for p8,,m€Nrt only when detail is provided O'rner shall have the right to rctrin 5%
of
eaoh prog?ss paynaent ustil the Projeot is firlly complete.
3.2 lVithholillng ofPavments. Owu€f E8y rej€ct an application for pa1a.e.nt or oulliff apreviously appowtt
application for paymen! in whole or in parl as Ery be r€osolsbly necessary to protect Oflncr 6o1 1os5 6p dnnage bascd
upon G) Contsactor's faihre to perfmn or conect tte
Srork as rcquired by this Agreement, (ii) Contactort &ilue to provide
8lo€pEble ald cufieot cemifortes ofinsurance covcrage as required by this Agreomeal (lii) loss or darnage caus€d by
Contsa€tor to Ocaet, Ocmcr or oth€r8 b y/hom
Owrcr la8y be lisble, includhg reasonable costs for cl€aa-up, repair, Iayout
or puaablist wort perforaed by Owmr or othere, or (iv) Coutractor's failue o
pmvitle rcreptable evidence ofpaymont for
labor, materials, equipE€rt or supplies firnrished in connection with the Wo*, or Cortactor's failure to promptly remove
any liea filed against the Pmject site related to tle Work
3.3 Firal PaFraL Filal payeent of thc eotile Conract Pricc shall be oade orly upon
Owner's (i) final completion atrd acceptanoe of all Work by Owner, Owner's cugineos aad the appropiato govE :|rtretrtal
authorities, (ii) nceipt of all warrstrty doqrDetrts (includiug naau&cturer warraatiee), maauals, lien roleases, aod my o&er
docuuentatioa rmsouably requesEd by Orvrer, and (iD rcceipt of setisfactory evidrdco that Codbacbr has paid
all workers,
subcoEtsactors aad supplies for workpcrtrfl€d and oate.tials supplied for fte Projecr. Contractor's acceptarce offuul
payaent shall coostitute a vaiver of all clairs by CoE&actor lelating tio the lyork
4. Changc;Sub*ltuflonr.
4,1 Chrrges. Ormer Eay add to or deduot from Contsactor Work by nritt€n order ('Change Orrdet''). Ihe
order slrall set fodh the ctangee involved, ad the fair value and time impaot thercof, as
4,2 Reouests for Charqe Otder Proposak Within three (3) days ofowner's request, ConoBstor stall
provide,
without cost, a Ct',"gi Ordsr uropo for aoy oh Fia &e Wort reduasted E Owaor. Such Change Order proPosrl ehall
be crlcrdated oo the baeis ofreasonable eqondinues and savings ofthose porformi4 the
changed vorlc
4.3 Substifutiols. The Contsactor may substitute estiEated 0r specifed materials ot y with
the Owner's
coruert. By rntlring a iquest for obstitutin, the Contraotor reprcs€nts
!o Owner (u ess expressly aad oorspiouously mted
otherwisc in the reques$ that the substitute oaoerial is equal to the origfurl Batffi.al i! prioq quality, functiontlity,
$titsbilily
for the Proj€ct ad durability i! every !s$peot.
5. Supervialon, goag66slrhrlr
proyide a compet€at level ofsupsrvision atrd coordiaation ofall Wor! inoludirg, but
aot linit€d to, cotrstsuction neam, melhods, teohniques, sequenrces and pmceduns. Cotrtaotor sh8ll veri& 8ll dim€,Esiols
0n
drewiugs provirled by Ormer or othots, and field aeasures as required to ensu€ t[e ptop€r frt and installation ofthe Wo*.
Codraotor shall edorce st'ict discipline and good ord€r amory atl persons perforning 0l€ Work. CoDEacior's oft-site suPervisor
shatl have the full authority to act for and bind Ccrtractor. All communicotions 6rouglL ad commitmenb of, Contractor's onsitE
supervisor shall be firlly binding on Coatractor.
5. Cooperrdon Contrdctor utrdeNtstrds that Ovner may perform uork or tle Pmject with itr oqm forces or o&cr
coEtractors. Cotrtractof shall coo'p€Eate firlly sIith Owrcr and the other cootracton so 83 not b ir erftrc with the perforoance of
work by 8ny ofthem. CoftactoraohDwlcdg€s that Owrer shrll not be liable forony damages, loases or erpeoses rcn tiug frcm
ary 6ci oEission, delay, frihEe or dehult ofarDth€r Cortsscbr or eq,plior ia comectiol with lte Project Ifcontractor sufers
any suah ds6age, loss or orpense fiom anothcr Co[taotor or ruppli€r, CoDtsctorshall se€k reoovery of such damag€s,loss or
opense from fhe rcspoasible party directly without niLrhg Cont ctor I
parfy to my action Contactor agrEes that any pmi€ct
op,plier or Confactor rhall have a direct rigbt ofaction agsiDst Contactor for daoages, los or cxpense rtsultiug tom CoflEactor's
ach or omissions (whether or not neglig€r ),
defrults' dolsys in p€rform lce or deficicacies.
7, Corpthnee ri& Lswx, Cortraotor shall execute the Work in sbictcooplianco *ith all applicable laws, inoluding
envLonmen6l la11,s, building codes, odinarccs, ruIes, regulations, pe'rmitr ad orders ofany Public authority haviagjurisdictioa
ova &e Project (the "legEl
r€quireme!ts"), Coutactor aclcrowledges that Owner can be fued for Cotrhactor's violations of
applicable ligal requircmcaE. Contsactor sball reiraburse Owner for any losg cost or exp€ose attsibuhble !o any acis or omissions
btgoffiactor, ib employ€€s or agents resultilg &om the failure o coo'ply with any applicable legal teqlrin Deds, includhg,
bE
rot limited to, OSIIA fin€s.
E Enginecrhg; Site, Etrvironm€ntel rDd Safety Rcq[irenentx. Ia the perfonirance oftbe Wortq CorEactor shdl
cmply, aad shall erure all of its orrployccs aod subcoEtsactofs comply, wit[ tbe orgineering, site, rDJ'iromontal, hesltl ad
safefo iequireraeuts applicable to lte Work (lhe "Site
Requiremeuts). Prior to lhe commencemcnt of constuction, Contrador sbstl
asenrble-and diskibute the Site Requiremonts to all subcoutaato8 performing Work on the koject sib. Contsrctor sball sEictly
eDforoe thc Sitc Requirements chtriog &c constuctiou of&e Pmject
10. permtt!,
Fees, Teats rBd l$pectioEr. Contraotor sball at its owl crpoose, obtain all ne.€ss8ry pcrndts aud liccnscs,
and pay all fees that are included in fic Conftotor's ttoposaL CoaFastor shall schedule aud give proper
writlen noticp ofrll
zequired tcsts, insgecions aad approvals offte Work at such times 8o as mt io dehy thc pro€rcos ofthe Pmject Coohrrlor
rhrll
promptly providc ouer with all certiicatcs of testing or inspectioa, od all ap,proval or dcliciency notices,
11. Supplierc anrl Subcontrr€tors, Prior to sbrting wortq Conttctor tholl subtEit to Owncr a
list ofall supplien and
subooatractors who will perform Work on the Projeot
12. Stsgflgi Storege ofMeteriab; Cle.arup. Coatsactor shau confitrJ operations at lb, Pmje€t site to
areas permitt€d
bv law and the Owner's Sitc Requircncnt. CoDtractor sbsll stor€ materials aad conduct ectivities in orly those areas direcrdby
Owner. Con6acmr shall be solely responsible for sectrbg its materials and equipnent froa dan,ge and tteft. Cotrtraclor shall
at
all tines dgring its perforrgace ofthe Work keep tto Projcct sito rcasonably clean and &eo tona dekis rasutthg Eom
14. Indetmlflcation. To the fullest o ert pcrmitted by law, the Conrscior slufl
indemsi&, def€od aed hold t rElffs the
Owrer and its consulh s, and ag€ats and €Eplolt€s ofany oftLem, fiom and against clains,
drmages, losses and expens€s,
including but rot limited to altomeys' fees, srisiag out of or resultiry Aom perforrunoe of tlre Work provided
that such olalq
damagq loss or expcose ie athibutable to bodily injury, sickness, diseasc or deatb or to injury to or destuction oft8rgibl0
propqty
(otho than the Work iaelr, but only to thE exte, caus€d by the aegligent ects
or omissions oftbe CoEtlactor, a subcontaotor,
anlone direotly ot ilrdireotly euploytd by them or anyone for whose icts they mry be liable, regardlcss ofwhether or not
6uct
olaioa, damage, loss or oq,ense is caused h part by a party inde8nified tersuder.
Such obligatiotr slrll trot bc mnskued b rega{e,
abridge, or reduce othcr rights or obligatiors of indemnity which wouid oth€rs'is€ erdst as b a
party or p6rson. Itr olaim8 agaifft
any person or entity iudemnified rmder this Seotion by ao employee oflh€ CoEtra0tor, s subcoEtractorn anyone directly or
iadirecdy
ernployed by them or aryono for wLo$e aats they may be liablg the indernaification obligatioa underr this Seotion shlll not
be
Iimitcd by a limitstioa otl aEou[t or t]I,e of darmgee, corrqrensation or benefits payable by or for the Contraotor or a subconEsoto!
undet work€rs' coEpelsatioa acts, dissbility benefit act6 or olh€r Employee bonefit acts.
15. Iniffsnca Prior to the start of Wodg the Contsaclo! sball, at its 6ole ereeE8€ with irsuranco conpades lawfitlly
suthorized to do busincss i! Idaho, pmcure and oainEin in force Workers' Coryensatioa bsurance, E ployet's Liability
Iruurarcg Bueiness Aruomobile Liabilify Insurancq aod Commercial Gencral Liability Iasurance The Comercial G€[6{d
Liability polioy ohall include coverago for lirbility arising fron pr€mises, opetatiors,
ind.petrdotrt contracto$, ploducts-crnPleted
operations, personal injury aad advettising injury, mntractual liability, md broad hrm property
drEage. Thc Coomercial Geffral
Liability sball abo name the Owner as an additioml insured for liability arising out oftte Cotrtsrciols Work The policies
above
shall be written with limits ofliability lot lcss rh,n
the folorving;
Erployede Uability As reErired by law (not loss thrt S300,000)
Bushe*s Auto Liability $ 1,000,000.00 Each Accidont
Comnercial General Liability S 1,000,000.00 Each Ocqur€dce
$ 2,000,000,00 Generel Aggregate
If the Contsactor frils io obtaiE or uainEitr aJly irsuaft€ ooverag€ required abovo, t[e Owner auy purtbase
such coverage and
charge the expeose thereofto lhs Cont8stor, or teroiDltc lhis Contacf The policies ofirsurance rcquired under this Scctiolsbdl
contain a provisioo that thc coverages afforded under tlre polioies will not be cancell€al or sllowed b €ftpire urfil
at l€asa tbftty (30)
tlays' prior written rotice b6s b€en giv€n to the Owner. Prior to conrmcncement oftte Work ConEactor and Owner will finnish cach
other with rcssoDably acceptable certifcale or certificates of insusame. To the exteot ofthe limits ofCoatssotofs Commercial
Geaerai Liobility Ilsursocc, Cotrtsastor shall iodemri& and hold harmless the Owror ag&i t any ard all liability, olrlnc, deoands,
damages, losses aod expeo6e9, inaluding attom€ys' fe€s, i[ coDoection wilh or arising o ofanydemage o.011"t* demage b aa] of
Ownels existiag adjacetrt Fop€rty that
msy arise ton the performance ofthe Work,to the e ent ofthe a€gligerc€ attsibuted to acts
or oarissione by the Contsactor, $ubcotrtactor or aayone cuployed directly o indireotly by any of theu or by uyotre for whose lcts
any of&em aay bo liable.
15. Property Ilrurence. Urlees oftersise provide4 prior to the slart of\trtrk, the Cotrbactor shall, at its solo €xpErse
with iasurance compaaies lawfirlly authorized to do busines in ldatq procu$ and mahtain in force propedy insurance on
au
uall-
rislfl policy form, including bd]dE's risk, iu the amount uot less
than the tohl value for the entire hoieot on I replaceDart cost
basis. Such prop€rty iosuranc€ shal be maintained, uuless otbcrwirc agreed by the Ovner, ,'ntil fin'l
payr.ent has be€E Esdc. Ite
Contactor shall pmvide tie Owucr a copy ofa[ policies obtaio€d in colrpuatrc€ witl &is Sectioe. Owrcr aod Coatraotor rnivc sll
rights agailEt €8ch other and thet respeotive eBployccs, ageEts, aotrtractors, subcoltsactdrs 8rd sub-subcontactors br d'rnrges
pros€oute Cortactsr's work on suoh teflns and conditions as shall be decned necessary, and shall d€duct the cost
6€Ieoq
including without reshiction lhereto all charges, e:cponses, losses, costs, damages, and attomey's fee$ incurrcd as
a rErult of
the Cofltactofs frilure to perform, Aom ary money then due or thereaffer to bocoEe due to the Contsaotor
under dtis
Agr€erneff.
17 .3 If tte Owtr€f so t€rminates the emplor/nlcat of ,he Contrrctor, &e Conkactor sbaJl rot bc entided h ary
further payments under this agrEeEent ultil ConEac0or's work has beetl complebd ,nd accept€d by the
Ovner.
lE. Termination for Convenience. The Ovn€r Eay, ot atry time, trrnin8tE thic Agr€emeat for lhe Owrels converi€nce
ard without aause. UpoE rEaeipt ofn litt€rl notice totrr thc Ovaer of such termi8tiol for the Omrels convenience, the Cmhactor
shall (i) ccase operatioas as directed by the Ovnor in thc noticg (ii) take aotiols ncoossary,
or tlat the Owner:nay rlfucct, frr the
.
protection and pl€s€n ation of the lvorlq aad (iii) exc€pt for WorL dileat€d to
be rerforErd prior tr
the efectivc dac of tcnnination
stat€d in tbs notice, terDintte all eldstiEg subcoffracE and purchase orden aad eat€r ilto no firfr€r subcoDtacls s.trd puoh$e
ordere. In case ofsuch t€rmination for the Opneds coBvenience, the Contsaraof shall be entided to receive paymeat for
t/otk
properly arecuted ald leaso@ble, direct c€sts incurred by the Contraotorpursuad to this Sectio& The Cotrtraoior shall rotbe
cotitled to overLpad aad profit oa the Work mt €x€cuted, lost business opporturdti
'trd
ulsbsorbed ov€,rhesd cxp€Dses.
19, Attonxeyt' tr'ees, In the event of aay aoltrovcrsy, olaim or actim being filed or instituted betweeo the partial t{) this
agre€61eit to erforce tt€ t€ros ard conditions of lbis agreeoeut or arising ftoa tte brerch of 6ny
provision hercof, the prvailiag
party will bo atifled !o rEccive from tho other party all costs,
drftege8, and expeuee, ircluding reaso[3blo afromsysr fees, incMed
by the prevailing party, tp[sther or lot suoh oonhoversy or
claiE is litigatcd or posecuted to judgnenl
20. Gfl€rsL This Agr€emefi coostitrfes the entire agreemeat b€tw€en lhe parties, No modifcatioa sball be bindiag on
thopartios uoless it slull be in writiog and sigred by both patiee. Contraoior strll not assign this Agt€Ed€ot (or any
part [ereoD
without the prior writtctr consoat ofosEe,r. Ile.ldirys in tl s Ageeme[t rr! for rpf€iEcc purposes only and cbrll rot 8ffect the
meening or htertretrtion hereof. Neither party's right to requir€ perhlm,trce of tte ofter pstty's obligatioas under
this agrwrrcat
shall be aff€ot dby E11y prwiouo vaiver, ftrteeraucg or course ofdealiag. Neittrrparty shall bold the otber resporsible for
a
de&ult, ilclay, or &ilure to pcrform by asts ofco4 sEikle, Iookouts, civic urrcst, accidert8 or othcr oveots bcyond the
other puty's
ooatsol, This agrce,ment shall be governcd by lhe laws ofthe Stab ofldrto as an ag€€ment betwcsn Esidetrts of the State ofldrho
8nd to be p€rfomrd wifiin the State ofldaho. This Agrecment, and €ach atrd werf provision therco{, is for the exclusivc
bcnefit of
the Oarcr ard CoahEctor and mt for the b€defit ofany third party nor ary third p8rty
beaeficisry t!€reo4, except to the €rt€ff
€rqrEssly provid€d i[ lhis fur€€Emt
CoNsTRUcfloN AGREEMENT Cootactor hitiaL6
Page 5 of6
EXEIBTTA
BID PROPOSAL
(s€e attached)
CoNsrRUcrioN AcRErIrE rr Cootactor lnitials
Page Iof6 6
\-/ V" \J\/
CONSTRUCTION AGREEMENT - fsola Creek Subdivisiou
No. 1 Infrastructure
This Conctruction Agrrcment (this 'Agrecmenf) is made by and betwe€n:
The "Owaef Colemaa tlomps. LtC.
Ad&css: 1859 Sou& Topaz Way Suib 200
MeridiaqID 83642
ProjectCoataotPerson: RiokIrtr
Telopho'ae: 20842+0020
Facsimile: Mobile: Fmiil; rlet@20842+208"U14579 mpolcmaohomecom 0030
Andthe'Contrastod' Address: SouthemldatoElectricloc. PO Box 182
M€ridia4lD E3641
Tptps,,Er ID # 43-1999089
ICT-No. RCE-27456 Idaho hrblic Worls Licensc iSZOOGa(16000)
Pmjectcoaad Percou Ire Vao Schoisck
Telephone: 20E4952713
Emait Mobile: Facsimile: sielcc-208-208495-941-tio@2780 5750 aol.com
for the following "hojecfl Isols Cleek Subdivisiou No. I in accudance with 6e Cordractor's
proposal atfached hwto as Exhibit A (fre'tonnactor's ltoposal"),
ercqt to the exEnt such prqposal is incmsist€nt with this Agrement.
The '.Contract Price" is: As full corqpemation for Contractor's porftrums6 sf rhis
furccment
Oumer agrces to psy CoDtsactor fxed price of 54.300 Dolars asd
00/100 ($3t100.00), subject b additicns ordeductiotrs in accordsrce
withthisAgrecment(thc "Contsacthicd').,r,,_r -
The "Coupletion DdeD is: Csntactor rhall gommcncc tle Work on or bcfurc
B I
( (
I l-l and shsll
.onpl"te tle entirs Work oo Iater than \0 I S )l? @Gfrf*io,
DEte").
The hbor, E8t€rials, equipmep{ eenrices and coryeneation tleecribed above shrlt be performed and paid in
arcordatce with tbe arached Stadsrd Tsms aad Conditions and any oxhibi6 afisched hersto. Refereoces to this
"Agrcemef shall mean 6is egreemeutp€e and the Stmdrd Tsms and Coqtitions.
Contractor:
Southern EXecric Inc.
By:
Its:
Date:
$tov.rtaS Co\z,mnarr
tsy: ke VanSchoiack
Its: Orrnenr, t
Date: __--.f/--F-zt/_ tz
ffContractor receives a copy tris Agreemant for signahrre md lhecaftc colrneac€s wo* oa 6e Project prior to rigtiog md
rctuming this Agre€Derrt to Owrq, Contactor rhsll be dcesred !o have r,cfrfd &is Agssrnent
i! ib entircty.
CoNsrRUcrroN Acnem,lmrr
S:\l @I4]"IuNITIES\BELL{.IIO\DEVELOPMENTUSOTA CRBBKdlurl4lsouDoldElsicDcvc@n tAS@6luNsl6b.dE(
Page I of6
tl(51\5
STANDARD TERMS AT\ID COI{DITIONS
I' Reviitw of Projeca Requfuema,nb Conhactorrqncseuta md varauts to Oclusr SEf it hE visiiBd the PmjEct
sit€,
Sade a.careftl analysis ald co4arison ofthe
Urolt ad ee lloject requireEgds, ad is avEE of the enviroaoatal eeinsitivity of
Ito Projoct lite rnd the constraitrls rglated to Eccass, sbgitrg E tErial sbrage, oliloate md lhe aEtiyities of ottrE( contsasto$- If stry
ofttra Ploject rcquirenents are codradictory, the requirsEsits r?'et place 6r ilighcst or llort shhg€d &ny
or obligdioa upo!
C-ofr46'tor ehall gowm.
2, Conrhuctiotr Schedule. Tho Coftactor shgll conaeoce the Wort (or portiou thetm! upon cdttsn mtic6
to poc€ed
Aom Owncr aad shall corylete &e 6tirs Wo* (or portion thtrcofl ro later than Coopletim Da!e.
The Contactor acknowl€dg€s
and Egrees th8t tine i5 of tbf essoc€ 8nd tbBt the Owoer will sdtr s(Sific{trt hEdship atrd cpeose if the lVo* (or portiou
th€ceoD i5 oot conpl€tcd by rhe Coryletior Dab ald shall use its best €fforts to Easure t&e eatin Woft is conplc{€d
lrior o t}e
above date md egees to p€y to tie Ow[sr, as liquidat&d d8mages and mt a p€orlty, the suE of $250.00
psr dai br
"acn
caeodu
day a&cr tre &rqletioa Date until all the work is co!rylete. CoEEactor shau prq,sre aad conthuouslyr4rdate
a schedule forde
cotstuotiol ofthe Project a8 tre€ess&'y to lchiev€ 8 titrely Projeot co'mpl*iot If the Coffisctor ie delayed on tb critical pathduc
to circulDslsls€'gbeyotrd its c{otol, such a6 su:IlEs, crsu8lty or g€nrrsl uarailabilityof oaerials, shipping delays or rco€ivirg
the
wrong materials (though Eo fault ofthe Codractor), the Costs€ctor shall, as its sole rsB€dF, be eotitled to 8l1 €frtotrsion of tiEe
equal ra tbe dolay iacuned. CoaEactor 6hs.ll giye Om€r ririttea notice of ay claio for a o<uoeioa of time withia three (3) drys
ofcoatEclor's &nowledge of frcts giving rise to the ev€nt for which the claizr is nade; otherq,ise,
Euch claiE6 shall be <teqlad
waivd.
3. PeyBetrt8,
3.1 Pavrnent Invoic.es recsivEd by rhe 154 ofthe moath will be uailed paid by tle 156 ofthe followiag
moEtb, All irvoices must sEt out (i) d€ssriptiotr ofservices provided, (ii) date sewices ar€ pmvided,
atrd (iii) srnoutrt cbfiged
for s€ffices rcodEred. Invoices rct co aidng items (i) through (iii) will b€ Etlrn€d b Codactor
with r€qucst to provids
rcoessary inforoalio4 and p,rocesed for palocrut ody when &tail is provirterl
Owner stsll have the right to reAir 5% of
each prcgr€ss psymeot uffil th€ Project is ftlly ooqlete.
3 .2 Withholdine ofPayoents. Owlet rnay rsject an qplication for plaem or oullify
a prcviously epprowd
applicafion for paymeDt, iu wtole or in pslt a8 may bE reasonably D€cessary to Fot€ct
Oqmer fiom loss or damage based
upon (i) Cotrtactofs hilrlle to p€rfom or cofl€ct th6
'Wod(
as requirEd by lhis AgrEemetrt, (ii) Contsactor's fEilure !o
E0vide
acceptable slld clrlrEtrt certitrcabr of iDsurarce covcrage as required by tLis furermeat,
(iii) loss or daoage ca.rsed by
Contactor to Offler, O$mer or other8 to whom Owaer may bs liable, incfudiag rasouble cods for cleatr-up, r€psir, Isyout
or puncblist wo* perfomed by Omer or o&er1 or (iv) Contsaotor's faihre b
provide accoptable evidelce oflnymentfor
labor, oateriols, eqripBent or $ppliEs firnished iD connection with the Wort, or Cortsactff's failtlre to promptly rcmov€
ady li€n Eled sgaiost the Prcject sit€ rBlatsd to the Wmk.
3.3 Final PavmeE . FiDal palmeat of0re eorire Contact Pric€ 6lall be fisde ody upon
Ownr's (D fiml completion and accepmce of all Work by Ouacr, Owter's engineers ard thc
rypropdate go\,glnnte ai
authoritios, (i0 rEceipl of all wuratrty documents (including manu$cturer vananties),
maruals, tiea rcleases, aod ary other
docuaentation rcasonably requesled by Owrcr, aod (iii) receipt of satis&.ctory evideace tlat CoaEactor
4.2
withouf cost
be calculahd
4'3 Substiurtioas- The Contractor oay srbstihrt€ estinated or specifiod materials onty
wit[ the Owncr,s
co-lseat By
'n'Ling a
rEquest..for st:bqard4 tbs contraclor rq)tqs€,rE to otrnEr (uoles6
exprEsety aad cogpiolpusly rottd
otherri're in thc reques0 that dF sub6tituto Inttcriat is equal to"the origin l,atcla i" p.i"riarrriiy, o""rf,i"Ltv, ,iluultq,
for the Prcj€ct aud dumbiliq/ in cv€ry r€spcc{-
5' SuperYldor- Co!tsatbrsball provide I coEpetEd lEvel ofnpervisioa and coordioatiotr ofall Work, itrcludiq,
but
not limited to, coustuction mcac, methods, echiques,
Sueoces md proidur€s. Contrachr
qrr.Ir veri& aU aimtiors ol
F6e pt-"IP
-by
OwrEs o. othcls, ed 6elcl ncasures is required to eus.ue tte proportrt ma instalation of
the Wo*.
Co[tactor
$la1l ctrforc€
shict discipline and good orda amoqg all ptrsom perromriig tie wo*. crlrzctor's *,sic ,op"1yiso.
shs[ hsve the
!+ auth_lrity to Ect for ed biud CorFactor. Alisoumunicatiors t]roufu, ad mrnoim"re ,f, c*taotots oorite
supervisor shall be fully biding on Contactor.
5' coopersflotr. CoDtrsotot ulde(stlr[ds that Ownq Eay p€rfom wo(t otr
the Projccf with its ovl forccs or other
co[tractoF. cotrEastor stslt cooperste firlly with Owuer aod ths otler coatactors so as not ao ilhrfErc with the performance of
work by my of lteo. Contactor aclnowledg* thal Owrcr shall not te liable for aay rlaoageE
tosses or expensis- rrsottirg f6
any act- onissicq dol,ay, Bilure ori€frult ofErotier Co,ltactor or s+plisr ia cornmtion with ihe fm;ect if Coatactor sueen
roy such-daoa_ge, loes or expeme torn aaother Cootraaor or supplier, Cortrastor s}rll
secjk tuar*ry of*,"h ar-"g"r, to*r o,
orpeosc &om the rcsporsible party directly yftryut grlcirg
CoEtsolor a party fo aay aclioo. Corrractor agrees thd iny pmiect
sut pliq or Csnt'actor slatl bave a clirect riglrt ofaction ag'ainst Coatactor for dao.ag€s, lo"r or .*pu
"
,ir,rltioe E , Coomaol,
acls or cmlitsi@s (wbethcr or lot leglig€at), d€&ults, dclays in porforoaace or deficimcies,
. 7. Compllance- with I aw* CooEactor stall aecuie &e Wo& in $tsict corytiooce with atl appliceble
law, incl,,,ung
enviroaoeutal laws, bu diug codes, ordiraoces, nrlcs, rogulatio!', p€mit6 ad orders of aay
public autloitv t""lns i*isdicri*
over th9 Pmject (the "legal requirenents"). cmksctor
arkmwledges thc Owner cal ue fited for Ccmuzctor,s violiriors of
apPlicable leSal lEquilEmcfi. conFaclor {hrti rsiEbuse Owaer frr any loss, cost or eryenrc attibutable to any acb or olri$ion6
by Co[tractor, ib eoploye€s or ag€n$ rEs{ting from fte failure to corEly witt any
ryplicable legst rcq11irgo;( inctai"g hrt
rct liidted !o, OSEA fires.
- I' E
gh€rrfug, Site, Envlroueatal ird Stfety RequireBelB. IE tte perforEaac€ of the
W'od<, Coffi?rtor
co4ln anl "h,tr
shatl ensure. dl
9f
is :Eelgygt_ed
subconeacton comply, with the eryioeeri4, site, envimllaeltal, b€alrh lad
ssfetyrtguireee:rb spplicabl€ to th€ work (tho 'Site Requirenots'). Priorto tte conmncine ofconstsuctionl c-mmo, *t"u
assembls atrd distibute the Site Rcqtrirenents to sll sbcsltractors prforoing Work oa the Pruject sitE. Conhactor
14. hdemnification To the fullest crtcot poroitted by law, tlo Co!trdctor Ehsll itrde@ify, de&nd md hofd harEles!
thc
Oft.ffi aEd its cotrsultaffi, 8nd sgEolB ed €rtrplo)€cs of aay of tte,lr, &om ad sgahst clain6, dmages,
losss ad expqscs,
inctudilg btf mt limir€d to afiotrert f€€s, risiry out of or rcsultiog ftom perfurnaace of the Wort, provided
tht suci. clair,
darlago, loes or orpeose is attribuafolc to bodily i{ury, sickaess, disease or dEdh, orb rojury to or drshctioD of htrgible
pEp€rty
(other 6an tho Wqrt ibelo, but o40ly to the extet calls€d by the lleglige acb or oErissiols of tbr Coftaotor, s subcotrtactor,
myono direotly or indirectly enployed by than or eyon€ for EtoEe octs they anybe iiable, regardlem ofwhethqr or
qot suct
claiE, .t"-'ge, loss or expease is cau.acd ir prt
fu a party iadmified hereundc. Such obligalion shll lot be colsbued to n4sn',
ab,ridge, orreduce other lighb or obli8stiors of indemnity which would othervise sf,ist as to a pfity orp€rroo. Itr ct.ims agailrt
stry persoE or eotity iEdesnifred uada tLie Seotiou by aa eoployee ofthe Cotrtrartor, a subooltactor, myorc dir€ctly or hdfuc{y
qloyEd by frEm or aryone for wtoae ac.s they nay be liable, tbe indemifrcation obligatiof, under tlis Sectioa shsll not b,
liEi.ted by a liaitation oa rmou ortpe ofnqmrges, coEp€[sation orbeoefitc payztle by or br the Con0ic'tor or a subootrEsrtor
urda norterg' coqensation acts, disahility b€,rc6t acts or oth€r €mlrioyee be efit actE.
15. Itr-suance, Prior to the stsrt ofwo*, the Coohastor shall, at ib sols *p€os€ with i8uranre ooEpades lErl,fufly
auttorized to do busircss in Idaho, proclrre aod
'niinriin fu fome Workers'
Compeosation hsurarce, Enployer's Liability
Iusunacq Busir:ess Autotobile Liabiliry I[surancq and Commeccial Gueral LiabiJif I-osurance. The Comrrcial Gcaqal
Liabtrity policy shrll iactudc cowrage for liability arisiag ton Fenires,
op€ratioDs, bd€p€ld€ot co racton, produo0s-cotryleld
operations, pqsotral iEjury ad advErtising iDjury, coftactlal liabitty, ard tnoed fonn goperty .l'-age.
The CoEmerciat Gerr[El
Liability shall also ormc tle Owuer as aa additional iDsEEd fG liability aisilg out ofthe Ccstractols WoIt. The
policies above
sball bs wrifler with limits of tiability trot less thar the foliowirg:
EEployeCs Uability As required by law (not less that $300,000)
Busin€ss A.uto Lj8bility $ 1,000,000.00 Each Accident
Comm€rcisl GcrEral Liability $ I,m0,000.00 Each Ocoumoce
$ 2,000,000.00 Geaeral Aggregrlr
lf &e Coatractor &fls to obbi! or traintain rry iroumnce covcrage requircd above, the Owuor ray purchase
such coverage aad
cb.arge tte expeme tbeEof to the Cortrastor, or te(EilatE this ContccL Tts policies ofirsurrnce required under
ttis Sectico st ll
contain a provision that the coverages affnrded uoder the poiiciee will flot be c{rlcslled oI allowed to eryire uril af least tbirty (30)
drys' prior writte notice b$ beetr given to tbg O\tapr. Prior !o corulteBcEment ofthe Work, Cotrtsactor ard
Owrcr wil ftraish each
other with reasonably acc€phble c€rtific€t€ or c€rtificates ofir$ralc€. To the exteot ofthe limits ofcoftaotods Cor0Ecrgial
Geoeml Uability Insur:nce, Cotrlactor shell inde.md& and hold trqless the Owtrer agtilst any and all lirhility, chirns, deDga,s,
darage6, Iosses ald orp€os€s, including auorreys' feos, in colnectior with or a'isiag out of aly .lqmrge
or alleged damage to aly of
Ovnarrs existing adjaccnt ptlp€rty that Eay arise &om the perfoouoce ofthe Work, io the exieet of thg rcgligerce attribut€d t{ aca
or orEissioos by the Cortsaatror, srbcontcsctor or aoyone eoployed direcdy or irdirecdy by auy of 6eo or by a.ycne for wtose act!
aay of&eo may be liable.
16. Property !E uratrce, Unless o6srwise provided, prior to tbe safi of'Woriq &e Cotrlrctor shell, st its sole erq,e8e
with insuraoce corpanies larcfidly s[thorized o do busines in Idnho, pmcure and lrainbiD in force property io$rance on
atr 'all-
rislC' policy fon0, itrcluding builder's ris( iu the amomt not less than the total value for tbe entire Projegt
oa 8 ftplsc€metrt cost
basis. Srrch p,roperty irsurancs snsU b€ oaintaino4 ualess ottrerwise agreed by the Ovuer, uatil
final palment h8s b€€o mad€. The
Cotrtactor 8hE11 trrovide the Ormer a
copy of all policies obtailed in conpliance witi this Section- Owncr and Conhactor *aive atl
rights agaiEt each othcr atrd 6eir rEsp€ctive e4}loyees, age 6, coffrschrs, subcolltEctors 8f,d sub.$JbcoEhacton for dqmegls
caused by rish covered by the prcgerfy bsurarc€ i! Section, excqlt such rights ss th€y may bave to lhc procceds
ofsuch insurarce.
\7v \/z J
Prosecute Contrach's work on $rch tsnrs snd colditions as shall be deemednecesary, and
shnll dedgct the cost thqeo[
includilg withgr{T{rictioa qelsro a[ chrges, eetn
qc fosler, *rt , da;o, ana atto**;; ft"i i";#;iil*f*f
6€ e.oDttrctor'g Eilue to porform, fiom ary money e€n dre or tereaiur to tec,orc
due to tle C,ootractor under this
A$e€lr€fit
17.3 If tho Owner so tefi@itr8t€s the eryLo-Srmeot oJtfu Coutsacmr, thg eqntrEotor shallaotbe
erritted to oy
ftrthsr paymenE undlc thfu agrcemcnt until coractor;s *ort:lo t"o fflfal ana *rrgG uy t"-o*r*.
19. Attorneyn:&€+ Itr tbc sETt of any coffioversy, claim or action beia3 filed or ifftituJ€d betreon
&e parties to tlir
agreenert to €nfurtc thc tcrris and c@ditiotrs of this agrEEmEEt or arising from the breach ofany provieionhereof, tle
p1cr6ilins
party rvill be entitled to receivo t -on tte qtllt pqtJ
ull aosts, d gq iild eospeoses, incturfiog feieqe"blo .ror#'6";i*#d
bythe prernailingparty, vhcthcr or rct srch coutroverryo: ctaim fu litigat oiprosec*a o;rfugnetrt
Cousrn usnoll AcREEMENT Cootactor Idtials L')
Page 5 of6
18. Terminrtfu n for Convenienee,
and without cause.
tn cas€
20. Generel,
conhol
agreeE€oJ
vv
E)(HIBI'T A
BID PROPOSAL
(sec attashed)
Contsactor Initials
,]
Cousrnucnon AoREElvra.rr L-v
Page 6 of5
Y\,
SOUTHERN IDAHO EI.ECTRIC INC.
P.O. Box 182
Melba lD 83641
Ph-208.495.2773
Fax-2O8.495.2780
Street
State
Architect
PROPOSAI.
Lee Van Schoiack 208.941.5750
#27456
#1s206-G4($000)
lD Electrical Contractor
Public Works Electrical Contractor
T*r /",ff€* 4g- lqqEo7r
Proposal subrnitted To: COLEMAN HOMES
CREEK #1
MERIDIAN,ID
We here by submit specification and estimates for :
CONCRETE & FOR
POLE L4 -25',
POLE
) 4- OF MERIDIAN
& ELECTRICAL PERMIT
We propose hereby to furnish material and labor-complete in accordance with above specification, for:
Ss4,3oo.oo ($Jdollars
Payments to be made as follows: DRAWS
cornpleted in a workman llke manner accordint to stan&rd
pracdces, Any rllrradon or deviatiofl form above speciMions
wlll be executed only upon wrltten orders, ard wlll become
an odra dlarEe overand rbove the estlmated. All agreements
are contingent upon sfiikes, acEidents, or delays beyond our
mntsol. 0wner to carry fire, tomado and otler necessary
Authorized Signature LEE VAN SCHOIACK
NOTE: This proposalmay withdrawn by
us if not accepted with in 30 days.
ln$rance. Our workers are fully covered by
Workmen's Compensation lnsurance
The above prices, specification and conditions are
satlsfactory are hereby accepted. You authorized
to do the work as specified. Payments will be made as outlined.
Date of Acceptance
ELECTRICAL FOR STREET LIGHTS PER STREET PIAN
All material is guaranteed to be specified. All work is to be
CONSTRUCTION AGREEMENT -
Isola Creek No, 1 Landecape
Tbis Construstiotr AgreeEmt (this -Agr€€menf)
is made by and b€twe6n:
Tle 'Owney'' ColeoratHoacs. Address: I-1859 LC. Soorh Topaz Way Suilc 200
Meddiln, E, E3642
Project Cot{sct Pq8on: Rick I.et
TelepLoue: 2084244020
Facsinile; 209424{f,30
Etlail: Mobile: rlot@X0i_8414675 mycoleEanlloEc.com
Power Address: Entemris€-,s 16131 F anklitr Road
Nmpa Id 83687
And the "Corractor,'
for the following
qPnojecf,
Thc "Cootracl Price" is:
The "Completio! Dare,, is:
Tsxll8],€( ID # 82{469240
ICL No. RCE6I6 Ittaho public
Wots Licease #1665g_AAA-4
Prcj.d Colract Pcrsoa Tidqboki
Fa*Telephorc: imile: 2084614354 Z0B46t46,tO
Moblle: Esail hary@208_g?p*0-,f24E rEnlcom
Isola Creek SubdivisiolNo. I in sccodaroe B,ith the Contractor,s
propoEa.l attacled hsIelo as Extribit A (tbe
,.ConFactor's prpooJ,,i
€xccp.t to tlrg exlcEt 6uch ptopoEal is i[coEsi$cor wirh
Urls e.greenenr.
O^As wncr firll agrees compeasaion to pay CotrEactor for Contractor's fixcd price performaace oftis a ei
of2OS.Z6i Oofffi mi '
9Q/l0O-($2.0!.767.90), rubject ro additioas or a.a"otir i"-r"".a*""
wi$ this AEreeDeat (the ..ConEact
price.).
CoDt'8ctor shlrl coE8ence the Wort on oi before .n,t .r,-fl
Date',complcte ). the eotirt Wo,r& no later tbao _ CmrpG;*
Thc labor, matcdals, equipment, seruic€s and coopelsatioa described
above shall bcperformcd Ead paid itr
accordatrce with the attachcd StEdard TeE$ and CotrditioN and any
exhibits attached he{eb. Refercaces to this
'.Agreslnent" sh8ll meao psge aDd the Stardard Terms and Contlitioru.
Owner z)r\t: Cotrt.actor:
Power Enterp.i.ses
By
Ia:
Datc
By:
Irs:
Date:
Hary Mats
Presidcnt
IfConu'actor rcceivcs a copy ihis AgrE mcot for sigDatur€ and drerca{tcr commcoccs
rqumins w
rbis Asrc'nsr, tib""*,"c""ri"-.t ar'r u" aoo,ea ro Lur";*&*,r,. ffi#,1113?6 "
t'r" ,",
CONSTRUCTIoN AGREEIT,BII
sll OO]I|MVNITIES\8EL!-ANO\DEVEIOIi{ENI\ISOI A CrgK fl\C!68 t@dd6\Eea@r
p.ry,rnaFilD.vc.,hc^lr@UirstcNEq&q Page I of6
STANDARD TERMS ANI} COI\'DITIONS
I . Revier of kojeat R€quireDctrt& CoEtraslor rcpreseats aad aalratrb to OwtrEr that it has visit€d thc Project 8ite,
Elad€ I careqrl sEslysis md comparison ofthe Work and tle Prq:ect requt€lo€ats! rcd is aware ofthe etrvincEoeotat s€nsitivity of
6c Proj€ot rite atrd the coDsFaiEts r€lated to acccss, staghg, matrrial storagc, cliEaic aDd thc activitie! of ott6 cort'actoE. Ifany
ofthe Project requjleBerts ate coqhadictory, the rpquir€Bents that pbce the
highest or most strilgetrt duty or obligstioD rrpor
Colnador shall gov€rD,
2. Corstructio! Schedule. The CoDtractor shall cosrmencc lie Wor* (or portio! the!€oo u!,oo c,,ri6a troticc ro
proce€d
fiom Owncr and shall cooplctc the eotire Wort (or portioa thereof) oo later tbao
Conplaioo Darc. The Coltractor acbowledges
aDd agr€es that tiEc is ofthc cssencc ard thal lhe Oqrner will su&r signifcant tardshb ad expersc ifthe Work (or ponion
A(ncoo i5 aot oomplet€d by th€ Colrpletio!. Dotc atrd shatl use ih b€sl eEons to ensrre th€ sntiro Wort is cofiptet€d prior !o th€
abovc date and agrces to pay to the Ow[er, 8s liquidared drmrgcs md rct 8
p€lElty, thE sun of $250.00 pq day for each cal€dsr
day after the Completiotr Date uotil all 6€ work is complele, Corb-actor shall preparE aod co*inuously r.pdatc a
sohedule for the
colshuction ofltre Project as neccsssrj, to achjeve a timely Projcct complction. Ifthc Contartor ir dclaycd on the ctitioal path drc
!o cirqu@shnc€s bGyold its control, 8uch as strikes, casualty or gcaeral uuvailability of mataiaJs, ohippiag dctaye
or rcceiviag the
wro!8 Dsterisls (tbrowh oo &ult ofthe CoDtractor), th, Contraclor rr"lt, as its
Eole r€rDedy, b€ sttitled to 0n cxastrsior oftime
equal m the delay bcurred. CroEacto! 8h8ll give Oq.Ds'r writned notioe ofaay claim for an cxleasioa
oftimc wirLin tbrco (3) days
of Cotrtactor's knowtedge offacrs giving rise to the evetrt for which the claim is made; ofterwise, such claims shx.ll tt deqned
u,aived.
3. ?aymertr.
3.1 PavEEnL IBvoic€s r€ceived by the 156 of thc ooorh will be mailed paid by the l5t of the btlowiag
ItroEth. All irvoices musl set od (i) d€scliptiotr of servioos Fovided,
(ii) da& s€rvices arc proyide4 and (iii) sqourt
chargcd
for services reodered. Invoic€s not codainiqg iteEe (i) tkough (iii) witl be Elumed to Cortactor with
request to provide
Decesssry hforEstion, and pmcessed for palmE r osly whe! detail is
pmvidcd. Opter 6hell bave the rigfu to rctaia 5% of
each pIogr€ss p&ynent uotil the ?roject is fully colrplete.
3.2 Wi0tholdiae ofPaYm€ojs. Owrer utay r€ject a, application for payrrent or ndtry I pr€viously
approved
applicaliol for payment, i! u'hole or iD paG as esy be rcasoDsbly oecessfy !o
protect Own€r &om loss or a,-,!e irased
upotr (i) CorbEctor's failurc to perfo-rm or conect the Work as requircd by this Agreemsnt,
(ii) Cotrhactqr's failure to prcvide
acc"ptable @d currcut ccrtiEcates of i-osuraacc covclage as lrquir€d by this AgrcrlrElt, (iii)
locs or da-,ge c.asert bi
Coatractor to Oq/lrf,, Osnsr or oliets to c/hoo Owner oay be liable, including reasonable cosb for clea-up, Epai!, hyout
or punohlist wor* performed by Olvrer o! o&ers, or (i, Contractor's failue io Fovide acceptable
evidelce oipiyme for
labor, Daterials, equipmetrt or supplies filmished ir coDrection with the Worli, or Cont-actor's failure to plsmpil)ircmeys
any liell filed against tbc Projecf siir relaEd to thc Work
3.3 Fiaal Pavueat Fiaal paynont ofthe eotire C.oatract ?rice shall be oade only r4ron
Owner's (i) fmal completiot atrd acceptarce ofall Work by Owner, Owucr's engineers and the appropriate govemmental
authorities, (ii) reccipt ofall narrarty docuocnts (ircludiag marur&cturErlrarratrties), Eauuls, lier releases, and
any o$er
doounentation r€asonably requestfd by Oqlner, and (iii) rEc€ipt of satisftctory eviderce $at ContaDtor has
paid all ;orkers,
subc6nractors End suppliers for work-pgfom€d snd materiats supplied for &e Pmjest. ContBstor's scc€ptaoce offilal
paymcnt shall constitute a waiver ofall claiEt by CoDtractor rclating to the Work
4. Chauges;Subrtitutionr.
4'1 cbglecs. owDer may add to or dcdud aom conE-actor work by wriBon order ('cb8nge orde/). The
order shall set forft ths gtanges hvolvo4 and the hir ralue
\./ \./ v \-/
. , 4 2 Requesls for Chanqp qdcr P&oosals. within three (3) days of onne!'s request conaador
shali provide,
withort cost, a cbEnge Or&r proposal for any
ctaages ia tne wo* requestd by O*rer. su"i, ctange orau propoia Oai
be calculated os the basis ofrcasoubte expenditures aad savings ofthose pcrfoldru A.
"he.d1f*.
-
4.3 substihttioDs. T'he conEactor trlay substitute estimated or qrecified oaterials only with
the os/ne/s
consent By mrking a request.for subsdnrd4 tbe Cotrtsactor represetrts to Ovmer (unless
expressty aod conspicuously mted
otberei'ise i! the reqocat) tbat th€ $thtitEte matoria is equEl to
-rhe dginal naterial in p;ce, g*lity, f".rri;,"uty, ."iuuiliay
for the Projoct atrd dulability iD evsry lespecl
5. Supervirlon. Colhactorsball provide I cotlpotcnt level of superyisiol aad coordioatio! of all Wot
g includ.itrg, but
not lr'mitcd to, cotrs_ kuction lr€ata, Inethods_ ,-tcchdqucs, sequcaoes aad goccdures.
Coltractor sball verify all diiiasiou on
drawiogs provided by owner or otbers, and field aeasures es rcquircd to eqsurp
the prop€r 6t cad ia.stalation oitho work
colt-actor dIEIl enforce stict dissiplirc::d good order aoong aII persoos perforning
tie Wcr*, Conractor,s ;si& supeflisor
shall have the
lrll authority
to act for and bind contractor. AII communicaiions tkorigh, aad commitrnents of, iontractors oosit6
rupen'isor shall be firJly bindilg oE Colbacto!-
6. Coop€rstiotr Cottractor urderstatrds that Owoer may perfora vo* on thc project
with ils ova forcrs or ofta
cotrtr- actors. ConFac0s! stall 666peral€ ftlly with oqaer atrd the o&er c.otrtaclors
60 as not 6 irtcrftro with tte performance of
n'ork by my of theo- Conhactor achwledgec llar Owner chatl aot be liable for aay daoag"", f*""r
"i "*p-"I"-.sulring tom
aay 8ny ast, euch-otdssioD, damage, loss &lay, or frilut€ oxtrrqtrsc or AoDl dt&utt aDqthsr ofarofh€r Cotrtractor contractor or supplicr, or $Eplior in cooaecfon wi]l iher.:u if Coo*oto,
*mr"
-Coatractor
sbdl sock ,oor"ry of or"h .1"-"gp", lor" o.
erpe$e ftom the respoosible party directty wirhout
lat
i"g Corrtactor a party ro aoy actiol. Coor""t.
supplia or Cootractor shall bavc a direct rigtrt of action "g;E-yp.oio,
a$inst gont actor fo. aaoages, for, *,,,p*r" iorttioeH, Crntrac,ror,s
acts or olrissioru (yrhether or ot nogligeflt), d€f8ults, delays in performance or dcficicncies.
7. compllirc€ witt Laws. caEtsactor shall e(ecute th! worft itr seict.ooopliarce witfi all applicatle
lawr, includi4
ervironmcatal laws, buildiag codes, ordirances, rulcs, rEgulatioEs, pcrnits and orda:s of -y pouc auttoity
uaviog- jurisdi6aio!
over.the hoject (lhe "legal requirements'). C-ortraytor achowledges
that onner cao be fineo rot conra"tol'" vilioition" or
applicabte lcgal requireocfirs. CoDtractor shsll reinrbursc Owuer for any io6s, coEl or oxpeD.s€
atEibuEble to ary acls or oEissiols
by coqtacro!, its erployees or ageob resulting aom the failure to comity *itu aay apptii""uru r"!"t *arir"tHt"]ior"a.g,
not liEit€d urr
ro, OSHA Enes.
- 6. Eagineering, sitq EnviroDDcBtal E[d ssfety Requlreme|tts. I! the perfolfir.Bce of lhe work, coffactor st ll
compln and stall ersue-all of it5 emproyET..nqgbpnracrors iomply, wirh tle eagirceriog, sirc, en i.orrria-ulIearo
safety_requiremetrts ana
applicable to the work (the
,
s-ite Requircmenb'). i*or to the oLmer.iir.oiol-*-orGilli, -cor*,
14. IrdeDdficatiotr. To thc ftll6st e,,.tent perliitted by lsw, the Cortractor sbgll indemaify, deG[d and hold LarEle.ss the
Owaer ad its colsultants, atd agents 8nd €rrployces of any of theu, fon ard ag:ainst clains, daraages, losses and cxpenscs,
ioctuding but oot limilcd to atornc,6' fEes, arisiog out of or rlsulting Aom parformance of thc'Worlg govided ihat suoh claio,
damage, loss or expeDE€ iE 8ttnlutzblc to bodily injury, sickness, disease or ikat!, or to iljury to or de$ructiol of tatrgiblo Fop€rty
(other thau the Work i6el0, but oliy to the ext€ot caused by the EogrigE arB or oEissiotrs oftbs Cotrtractor, a subcodracor,
anyole directly or iadirectly employed by tbem or anl,oEe for who€e acts they may be liable, regardl€ss of sftelter or not
guch
clair! danage, toss or expe$e i6 0au6ed iu pafl by a
party fudeodfied hereunder. Such obtgatiotr shall trot be co[stmcd to &gate,
abridgB, or reduce olher righG or obtigatiooo of i.deEnity which would otherwise exist as lo a
f,a y or pcrso!. Iu clairs against
aDy perso or Eotity irdemiEed udff ths Scction by an e.mployee of the Coatsactor, a srbco racto!, atryone dire€{y or indiEctly
eoployed by tbem or anyonc for $,hosc scts lhcy may be liable, ttrc indeadficstior obliSBtion uader lhis Section shall trot b€
limitcd by a liDitrEtioa o! amoufi or tl/pe of ds.Eages, co4€,lsation or bcocfits payablo by or for lhc Cotrt'actor ot a 6ubcotrtractor
utrder vorke$' compd$tion acts, di$bility bcmefit acts or other employcc bcncfi( acts.
IS. trrur.Ice. Prior to th€ start oflvoilq tlo Contrsctor shall, at its sole crpelse with ircuaoce coryauies lawfirlly
autborized to do buriaoss in ldaho, procure and oaioai! in furce
'WorterE Coopeffation
lDsur8trce, Etlploye/s Lfubility
Insllra.me, Busioess Automobile Li0bitity Irsnrarc€, atrd Commercial Gerc{al Liability Itr$mrce, Thc Coosrercial Gcacral
Liability policy shall iocludc coverage for liability arising from premises, operatioos, indqreodeDt omtractors, ptoducts-coqleted
ops'ations, pc(soDal injEy and advcrtisiry injuy, co racuul Usbility, strd broad forE propsrty
damage. The Comoorcial GensIBl
Liability sball also name the Owncr as aa additioml insurcd for liability arisiag ord of 6e Contraotor's Work Thc policies above
sh811 bc sEittcr rrith li,nits of liability lot less
rhan tlc followirg:
Emplo),efs Liability As rcquircd by law (aot lcss thal $300'000)
Business Auro Liability S 1,000,000,00 Erch Accid€ot
Cosmcrcial Gc[€ral Liability $ 1,000,000.00 Eaoh Ocourreoce
$ 2,000,000.00 Gcolral Aggrsgale
If the ConEactor &is to obtain or Eaintain any insuralce coverage rcqufu€d above, dle Oqmff may purchrse such coversge agd
charge the e4crse thereof to the Contraclor, or terminaE this Contracl The policies ofirsuIm€e required under this Sectioa sball
contain a provisioa that lhe covelages afforded uader the policies will trot be catrceUed or allowpd to eicpiro uatil et lea$ flifiy
(30)
days' prior written notica has bcen givotr to lhe Ovucf,. Prio! to coE x€occltent ofthr Wodg Co[tricbr aod Owrcr will firrdsh each
other with reasonably acccptablc c€rlifcatc or c.rdficates ofiosurance. To tbe cxteflt ofthe limits ofcrlt-Eoloy's Coomercial
Gentral Liability llsuraoce, Cotrtractor sbal itrdoElriry ald hold harEless the Ori/rcr against 8.oy and all liability, ctaios, deoands,
damages, losses and expeoses, itrcluiling atomeys' fee.s, in comeotion wirh o! arisiDg out of a[y d"-agc or alleged damagc to 8try of
Ovner's existing adjacalt plope$y tbat m8y arise &om tbe perforoauce of the Work to the ext€ot ofthe o€gligesc€ sFib[ted to acts
or ornissiotrs by the CoE actor, subcotrtractor or anyone emplo,,ed dir€ctly or itrdiroctly by 8!y ofthsm or by Snyone for whose acts
any of them may bc liable.
16. Praperty hcsrerce. Uuless odlerwise provided, prior o 6e start ofvo& th6 Coftraoto! shall, at itE sole expeDsc
with insuraace coopanies laudrlty authorized to do business in ldaho, procure and lraintaia in force property insuraace
on a! "all-
risk' policy fonr:, including builder's rislq in the amount not less than ttre total value for the entire Project o! a replacement cosr
basis. Such property iqsuraoce shall be o8htaio€d, uuless otherwise agreed by the Owaer, rmtil 6tral paymeLt has
beetr made, The
Cootactor sball provide thc Owacr a copy of all policies obtaincd in compliancc with tiis Sectioo. O\r,trer aDd Co[tactor waive aII
rigbts agailst e3ch other and &eir respective e&ployees, agents, coltraclors, subcotrhctors aJd sub-.subconh8clors for darages
causcd by risk coverEd by the Fop€rty insuranco itr Soctio& oxcept
sllch rigbts as ttey roay have lo &e Eoc€€d8 ofsuch iruurance,
17. Defsult; Termbador for Caure.
17 .1 Should the Coqtraclor fBil &t @y ti6e to supply a sufrcietrl oumber of ptoperly skilled worhren o!
sufrcienr ma&rials ard equipEEtrt oftle proper quality, or fnil in auy respe.l to prosecute &e wort
with proqpb€ss and
diligcace, or fail to plompdy conect defective work or fail ir rhe pedoroaace of any of the agreements herein cootairo( the
Og,ner l!ay, at his oplion, provide such labor, Dalerials, and equipEeBt and dcduct the cost thereof, froE atry
aoney thE!
due or to becoEe due to thE CoDb:actor uDder tbis AgteeEeat
l7 ,2 If tbe Coatractor at auy time siall cause by any actioa or ooissioa tbc stoppage or intcrfcrcnce with the
V \-/
Prosecutc Cotrtsaclor's wort on sucb t€rms and cosditioos as shall be deeured
accesmry, aDd rh8lt deduct the cosr th€rEo{,
iDcludiDg without rcsaiction &eEto 8tl charg€6, e,qr€ 3cs, loss€s, costs, damages, and efomey's fees, incr as a rasult of
tlle contrador's failu€ to P€rfom,
froll my noney then rtue or itcreafter to &come duc to tle Co.r".tor
-Our rUit
Age€rnent
17.3 Utte Owner so tc,rminale6 thc c@plo],rr€dt of &e CoaUador, the Coltractor sball Dot bs €[titled
to aly
fnther pa)ae s rmabr fris agr€ffrcnl tmtil Conracor's wo* has besn complcted aod accepted by the owner.
18. Termilation for Cotrvfiience' The Ourocr nun at aay timq a€n d!8te this Agre€m€.lt for thc
Owneds coaveaiercc
a[d n'ithout causc. Uroorccsbt ofwritl,eD noticc toa thc Osmer ofsuct tEnnioation for Ai Ovnets convcnience,
the C;ontsactor
sh'll (, c€sse-op€ralions as directed by the Onatr ir the notice, (O tskc actios nmessary, m ttat
the Owacr nay Oirecr, for lhe
protection and ptscrvation of thc Torlg aod (iD qccpt
for Wort dtrctcd to b€ FrfomlA pdor
to rhe etresti[Lte of t€mriDslion
stlted h the notice, tffminare atl cxirtiog sutcontracb aod pursbsee orders 8rd flt( ilto nifrlln€r *U*rtt"it *a gor*""
orden. tr case of suc.h termination fqr&c owneis cotrveoienc€, the CoDtsctfi sball be €Dti0ed io rEcci"u p"vr"",i
properly executed and reasoaable, direct cos8 iacurred by tf,o Cootaotor pulrua[t to t ris Scctio!, tUc Coa-tictoi etau fo. w-r
nor to
€Dtitlcd to oYcchead ad profit on the Work not exocutr4 lost busircss opportuniti€s ad usabsorted or.rb; rarr"*.
19. Attormysr f,'ers. In ttc €v€rd of say contovccqr, claim or action beiug filcd or iutihrred betweeu ths
rartics to this
agreeuent to eoforce the tartDs atrd cotrditions of this
_ageerncot or uising tom tte breach
of auy provlsion hermi 6c prevaning
party will be eotidcd to tEccivc &o!r the other party alt costs,
dc'nqg€s, and expeoses, irctuding i.ir-*r"
"oiii"'-'r""r, ioo,oruO
by the prvailing party, vhethcr or not such contoversy or claim isltigatco oi
plosccutou !o jrrdgE€rt
_ .20. Gercrrl. This Agreem€Dt
colstitutEs 'le
entfue 8greeoreot betBec[ the parties. No modijEcstim
shatt be bildiug oa
the?rtics -nle68 iteh,Il bciu writhg ad dgrdby both parties. Coataclor shau rct as"igo
tLiu Agr.*r*t (ofiypun hgr*O
witbout 60 prior writElL coaseaa of Ower. tleadings in rhis Agrrencdt are for rcf€rslce p'rrporo
iory -a
"i"ulJ"mrr
a,,
mecoir'g or bt€rprstatioa hsleof, N€ilher-parry's right to rcquire porlormance oror.ur.paiy's ouffirionsGieiiis
agr€€Erdt
shall bo afccred by any ptevious vaiv€r, fmbearuce, or course oftleating. Neitr€rpary ils['hold oI ot[g.,opo*it f-
&fult, dtlay, or frilure to "
Perform ty arts of Go( sti&os, lockouts, civli uaresg acriaents or othei ev€nts bqlor'J
c oaer partyt
cotrtroL This sgreemcnt shsll be govemcd by tlle laws of lte SEte ofldaho as
rn agtaneat betwcen resirtents oith" itara oflaam
and to be perforared wifria lhe stale of ldahj. This Alrc€seDl and each
and cveryprovision thereof, is for fre cxcfuiive benc8t of
the Owner aod Coauactor ad rct for rhc bercft of ary third pafiy nor any uira p@ beaefi.i"ry
tt"i*t,
"*."eim
oqresly G ent-t
provided in this Agrr€ment.
EXEIBITA
BID PROPOSAL
(s€€ attached)
Itritials
CON s,]"RUcnoN AGREEME}Ir
Cont'actor
Page 6
v v J \r^?
POWER ENTERPRISES
i6i31 Fektin Roed
NanpB, tD 83687
Proposal
5r2u2013
iEh #
Unir {hit SuFTdl
Cost
(inciudes pathwayg and slde rwtk,
maJor croJsin$ by
Total
1
2
h
64
5
1
I
z0
for Mlle
3
5
4
?
5
6
10
tt
u
13
16
77
1E
79
ls
sf
22
exciudes all irllg3tion ire+3 and
scd/sesd tn
ln front of resldEnual lot5, irrigalloD
based 0n
cphiistm *nd?h.
ocaoptd tp
oqfd,*.# do h&
\ili y,.dk srel'i#.
o, A.cepi6nco;
DBatcn
Signahrm
SEnatIrg
989*56is
ttoae: Thb pEposd
ruy bB brlhdrM by E
I rot mptgl *lrr;n go
.rr'€.
5t2AtN13
proFo!a,
9
&srytn=u@a
v \-/ Y\/
CONSTRUCTION AGREEMENT - fsoh Creek
Subdivision I\o. 1 Infrastuucture
This constuction Agrecment (this 'Agreemont') is made by and between:
The "Oumef Coleman Homps. LLC.
Addrcss: 1859 SouthTopazWay Suim 200
Meridiaq TD 83il2
Projcct Comaot Person: Riok l.et
Telcphone: 20842+0020
Faosimile: 20842+Wi0
Mobilq 2A8-8/t4679
EmaiL rlet@mycolernahome.com
Andthe'tontacton" SouthernldahoElectriclnc.
Addreae: PO Box 182
Meridiaq ID 83641
Ta:rpaycr ID # 43-1999089
ICLNo. RCE-X7456 tdaho public
Wods Licensc i0206^C4(i6000)
Project C.ontact Penron: Lec Van Schoiack
Telephooe: 2084952773
Facsimiie: 20t495-ZtBO
Fmqil; Mobile: 208-sielcclic@941-5750 ol.com
for ttre following "Project' Isola Crc€k Subtlivision No. I in accodance witb fte ConEagtor's
propoear attached hwto ar Exhibit A (the'contractor's proposal"),
rhe,,conrrastprice,is: A?Jlff"ffi1ffi'ffif]ffiffi
Oumer agrccs to pay Contractor fixed price of 54.300 Dollars and
00/100 (s54'300.00), subject to additione or deductions in accordmcc
with thil Agrccmeot (trc .,Contact
hicd,).
The "Conrpletion Dde' is: CorEnoto,r sh,all cornmcncg the Wort on or Ucfore S
I a I t: md shqtl
coryletethe e,ntireWorkno larerrhan w I
$ )l? GJ6rpi"ti* -
Date").
The labor, 88!:r
-ials,
eqipm:$ 1rvi:f and coryensation ttescribed above drall be pcrformed and psrd
in
accordaaca with fte auactcd stadard Tqms ard Conditions and any oxfribiE arached hersto. Refererlcer
to this
"Agreemenfl shall mean this agrgement page urd the Stmd6'd
Terms and Conditions.
Cotractor:
Southcrn Eleceic Inc.
$novwas Colt,rnnarr
keYanSchoiack
Ownsr
3
If Contnactu reoeives a copy this Agreemart fcr signahre md lhereafts commences work on fte
pmject prior oo sigring and
r€tundng this Agreemart to Owner, Contactor,nhrtl bc d€emcd !o have acc@ed *ris .{gjpfi1€ng in i6 ;ird.
- -'
CoNsrnucnon AGREEMENT
S:\l Cn\4WN1!Es\BFl I {I{O\nEVr OPME}iflEOLI
CRBEEdlikoh#lsodaldElqic[beCslrqlArtuoflJNsl6tED.+q
By:
Its:
Date:
Bp
Its:
STANDARD TERMS AND CONDITIONS
- L
leview of Pmjcct ReqdrcmeDa
Coltractor r@rEs€trts md varrants !o Owncr th8r it hss visi&d ee proj€ct
site,
oade s csrenrl soalFis aad compsrison of the Wort od the Pn{ect rEquitEErn s, md is arrart of tbs
e[vironmtal eensitivity of
tte Project eirr ltd thc coDst'aiats rehr€d to access, st"g,"g mateial storage, climate md the activities of
other contraoton. lf aay
of ti€ hoject r€quirerDclrts are cotrtBdictory, the requireaeah tbar place 6 higbest or most shiDgeat d.ty or obligttioo upon
Cortractor shall govem"
2' construcdotr Schedule. Tho corbactor shall comeoce the Wort (or portiotr
th€rEoD upon s[itt€,n notic€ to proceed
tom Owner aad shall corylete thc ctrtire nr'oft (or portion thcrcog no laler
.tan (iEpletim
oate, iG Conract"r aclooxaago
and agees that time iE of thc ess€nce and. l't rhe Owner vill sffii significaat lrUstlp ana cryase if Ai mi 1", port*
thE€o0 is Dot conrpl€rcd by rhe Coryletiou Dste 8rd stalt u6€ its U"st eEor6 to ersu; tt" *tir" wo* ir
"o11pi.k
prior ro the
a-bove date aud agrees to P6y
to tte Owoer, 8s liquidared damages atrd Dot 8. p€ortty, the sum of $250.00 pet day Ar eaeh caleodar
day afto the Corplaioa DEte urtil all the wor& is cotrrplet€. cbnuactor
"h,ll
p,tElalt aad continuously ip6arc-a schedule for 6e
colstttction of the Prcject as trece3s&'lrio achiew a timely Project coryl€tion Itttu cooractor i" a"Ly"a on tle c.iticd
parh aoc
to cilculDstEnc€.s bejmld its cmtpl such-as strikcs, casualty or gaocral
-rmavailability
ofoaerials, stipging Oelafi or roceivrng tUe
wrolg nqterials (tbrough m fsult ofthe coEtacoor), the Cotr€ctor sh8ll, as its sole reoedS
be eoddfr to-6n ffLnsiotr of time
equal ro tte detay iacuned. Coatactor sbatl give
-Owo€r qittel loticp
oiay claim for m oreosioa oftine wiOA Orce p) aEn
of Contaclor's howledge offacts giving rise to the evenr fm which the claim is made; orherwiru, r*i
"f.i-. "tutt
U" 0""-"a
waived.
3, P&ymentr.
3.1 Pavrr,eoL lavoices received by the 15e oftte ooath will be mailedpaid by the 156 ofthe followirg
mofih' All itrvoises flust set out (D de$sriptiotr of services provided (i) date sewicerare provide4
aa6 (iii) aoouat cterged
for eervices retrdEEd. Invoices oot con-tairdng iteE8 (i) lhroltgh (iii)
",id
fc .*o ed o Cortractor with riffi to pmviae
leoessfiy idorDatior, md p,rocecscd for pal, nrnt ouly wten detail
is provided- Owner shall fu|Yc the rlgtt to r"t"io s"Z ot
e€ah Fogr€ss p&ym€ot
util tho Project is fully corylete.
3-2 withholdins of P8)@enb. ovrer D8y reject aa q,licatio! for paymefit
or oulliry a prwiously appro,od
ap,plication for paloeo! in v/hole o( itr pfft, as oay be_r€ssonably lo"*ay 6 *;,uo
O, o &omiog! or ar-.ge bas€d
upor (, Cofiac&or's fajhne to perform ff corl€ct th6 Wort as required by this Agreenent, (ii) CoDtactort
ftilore to provide
acoepbble and cuJT€ot ccrtificates-of iqsura,,co covsrago as lequird by this
fureerneot, (iit'ross or .r"-ag, s"*6 6;
conaactor to oqmcr, owncr or othErE to whom owoe( Eay b€ Iiabl6, irrcludirg
Easotr;ie co*e for cteai-up, rtpair,iayout
\./ \-/ \./ \-/
4'2
-
ItEquqt8: for Change Chrfu Prgeosale witLin theB (3) days of ownen's rcquest,
Contractsr shall provide,
withou cost' a Ctaage &der propooal for any araages in tne wort reElesnil
by ormer. Sucir c.r,"'ge osacr p".edrl -hrll
be calculatcd onlhe basfu ofrcasonable openditrrcs and cavings "ftb* p"rAilring te on og"d *.1"
4'3 Substiurtiors- The Contractor uay srbsiuute cslimated or specified materials only with the
Oqmcr,s
cons€nt By mnlang a request for subsiuti!, thc
Contrastor r,ryrr"erts to O*n r (uoless e:pressfv anO consplsuou$ly oot6d
otherrvirre in thc rErlrrcst) &at tho substiftte tratcrial is equal t"-rhu original materi;it prrrisr*tt,
firsctiosatity, sniubility
for tbe Ploject ad duabitityin cvcryrespcor
5' Supervidon CoDtracbr.sh+ provide e conpctcril lorret of nryemision and coorrdination
of all lilorh iao6ding, but
not limited to, co$fiuction mcane, methods, echigues, frucoces
and procedurw. Contractor she1 rrsigrall dimasiosr
on
lraunngs
piovid€d by owner or olhcrt, aod field mcasureo is requirca b ennue thc popu fit
md irstailation of &e Wodr.
contactor shall cnforce strict discipliou I4 good gnder arng$ fo p*o* perfomdng til€ wo*. contractore on-sits supervieor
shall have 6e full auftority to act for md bind Couuractor. ef *d-*icaions tnoufu, mo conmitnents o{, comtactor,s onsite
supendsor shall be fuUy bindiqg on Cmeactor.
5' Cooperedon. Contractor undergtaork ttat Ovare ray perform wott on the Projoct
with ib o*n forrcos m otlrer
coltrsctots' corhacbr-shnll cooperye firlly with ou/lcr md os ooir soniocton so
as not to ificrfere with rhe perfonnance of
work by my of them. Confaptor acloowledges &at Oraer sh"lt not bc liable
for aay ,tauageB, l6s; or expenees resultitrg ftom
any ary act- such oPrssiom, domage, loos dslay, or frilure eqrcme or firom dc&olt auother of ano&Conrractor er coaractor or srrpplier, or sryplier in connection wit fu" r.;*t if c*h."6[;e*
'Cortrrctor
statt r""L-r*",*i ;f srch d8ffi:1*,;
-
€'q'cf,sc ftom the rcsponsrble party dircctly wifuut naking.Codctora party to any action. cortractor
are66 thd any pmject
sr4rplic or Conhactor shall have a dircct right of actioo again* Contactor
ror damag"s, toss or e)rp;L rGsulti4g fism Contsactor,s
asts or milsions (whethaornotnegligd), defoilts, dclayu inperformance ordefiieasies.
'
1' Compllance rvttb Lews cmtrsstor shau exosute ths wo* in strictcorylimcc with all applicablc
environmffbl lawu, incldiug
laurs, buil{iag codes, orrrlinanceq nrles, regulations, pmite a"a oaers Jrmypoif. *o";ty Uarloglurl"ai.u*'
o'T.th9.P,9io{ (the "lcgal requirs.menk'). Contactor acknowlaiges
thc ormer can be fined for cotrtactor,s violgions of
aPolicable legal rcquirmcm- Conhactor shall rsimburse Owner 6r any losg
by contractor, ib eqployees or ageob rrcarlting fiom fte frilurc to couply with cost or elpense attibuhble t" *v rrn o[r-loi*
-y rypt*ur"}gul ;s,rir..*tc ircluding but
not limiEd to, OSIIA fines.
t, EngfuecriDg, Site, Environmentel end Safety Rcquirelnsne. In tlo perfmnancc ofthe v,ror*,
coryly'shal ard coatrachr
*hrll ensure all of ib qloyces md subcontra;lom *cply, with thc
dl*"riqg, rit", ;rir.nmenta! bealth an6
saGty rtauttemean applicable to tho work (the
*Si-te
Requiremorts'1-
'nior
to t" "i'm6dnnioi*rrtn
l.l. Indemnificedou. To the fi lost cxtcol psrmittod by ta% thE Co!trEctor sball indcmify, defud ud hold harmless the
OPnc ard itc consultarfi, snd agstrb ed €ryIoyccs of any of ttcm, ftoB and agEinst claisB, ,l*'yrages,
lc*sos 8!d exp6scs,
inoluding hd mt limirsl to attore,s' f€€s, eisiag out of or resulting &om perfurmance of th€ wod(, prcvidcd tbst such clEir,
dmage, loes or orlrnse is auribuablo to bodily iqiury, siclooas, dis€ase or d€atb, or to idury to or dlstlction of taugibte p,ropcrty
(other rbm tho l ort its€l0, but oaly io the €rtent caused by lbe rcglig€dl acts or omissiors oftbo CotrtE tor, a suboonhscoor,
myone direody or indirecdy eoployed by lb€m c aoyone for wtose scts lhey fiay be liable, regardle8s ofwhethcf or oot such
clai4 .1.,i4g., loss or expease is cauccd in
part by a psrty iud@ified hereuder. Such obligatiou shalt lot bo coDshrt€d
to n€gEte,
ab,ridge, orrcrhrce other rigbh or obligatiors ofindemairy which would otbrrwise qirt as to E p8dy or!€rBon In claims agciEst
8y pqson or eotity ildEEtri8ed uder rtis $eotiotr by aD eEplolEe ofthe Cotrtachr, a subcotrtsctor, myore dircctly or isdirectly
cryloycd by then or anyorc for vfrose acts ttey nay be liabie, the indemification obligation under this Sectioa shall aot be
limited by a limitation o[ amourt or tjpc of dqmrgee, coryeasation or bencfirr payzble
by or br the Contacior or a subm sotror
unda wutqB' coqelsafioa acti, disability b€oEfit acrr or other empl,oyee b€f,eft acts.
15. InruHnce. Prior to the stErt ofwod{, th6 Cootastor slull, at ia sol€ fipeose with irsllrance co,trparies lswfufly
auftoriz€d to do blEir€ss in ldaho, procure md rn.int in
ir forc€ Wo[&ers' CoEp€nsatio[ IDsu,ance, rfiFloyer's Liabiuty
Insurfice, Busiless Aurolcobile T iability Issumncg sod Co!3Earcid G@rral Liability lasurrrce, The Ccmflsial GEtrq.aI
Liability polioy shrll includc covorage for liability arhirg AoE pretnires, o,paatioDs,
ind€,p€ldcot coltracbn, prodrctg-co@lsted
oper*iou, p€rsoDal iajury ad advertising injury, contEcEal liability, ard troad foan propcrty d.-age. The CoE r€rcial 6.fal
Liability shall also nane tt.e Owner as an additiolsl insurpd fG iirbility rising out of the Contactods Wort Tte policies above
shall be v/rit Eo witb limits of lirability rct l€ss tfien the followiEg.
Fqployede Liability As required by law (rct lesr that S300,000)
BusinEss Auto Liabilty $ 1,000,000.00 E:ph Accidetrt
CoElodEial ceneral Liabiliry $ 1 ,m0,000.00 Each OcoJlrmce
$ 2,000,000.00 ceoeral Aggregsre
Ifthe Co motot iails to obbio or maintain aoy inoumnce coverage requircd abovq tbo O*nor maypurchasc such coverage and
cbarge lfre expense thercofto the Costsa5tor, or t€rmiDate this Corrtzcl Tbo policies ofinsurznce roquired undcr t[is Sectim shdl
contain a pr,ovision lbat the coverages afiorded undcr the policies will oot be csroslled or allowEd to eryire rmil
at least thirty e0)
days' Prior *ritt€ trotic€ hss bem given to the Owner. Prior to conmetrcement ofthe Work, Cotrtaclor and Owna will finnisl each
other with reasombly acc?table ccrtifqste or c€rtificaies ofiEsurance. To the extont of the limits ofcontractods Commercial
Geneial Liability Ilsurance, Contrastor shall indemdry ard hold harmless the Owner agairut any and aU lirbiiity, claiEr, d€matrdg
<l"mgg€6, losr€s atrd c"rpeffes, includiag auorneys' fees, in coonectiotr with m arieilg cur of aay
d'rnege or anqled damagc to aly of
O'mlis existing adjarcat prsperty that nay arisc &om the paformance ofthe Worl to
thE exted ofthe negligsncB attnb8t€d to acts
or omissioDs by the Contraclor, sobcontrsctor or anyore eEployed directly or indirectly by any of them or by aoyoae
for s,bos€ acts
any ofthcm may bc liablc.
16. Property Ineuance. Unless otberwise provided, prior to tt€ $8n ofworlg tLe Cotrtactor shall, at its sole
or$etrse
with insuraoce coqanies lawfully authorized to do buiness in Idaho, pl]curs ond Eaitrbin in force property im,grance on
an "all-
rislc' policy fono, including build€r's rish iD the amount not less than the total ralue for the entire Project or a replacement cost
basis. Sucb property insutaEc€ shsu be Eaidsino4 udess otherrrise agred by the Owaer, urtil finrl p"y"r"ot
bas bem m.ae. thu
gooa6a6l nhalt pnovide the Orarct a copy ofall
policies obainod in corpliance vrith this Section- Or,rmcr and Conhactor vaive all
rights sgailBt each othd and their rc.rpoctive cryloy€€s, agent6! contractors, subcontBctors md sub-subcortactoB for
it.migEs
caused by rkk cov€rEd by the property insurancc in sectiotr, excql sloh rights as 6ey may bavc to the proccods
of such insuronce,
17. Defadq Terminrtior for Cruge.
17.l Should the Conaactor Ail atatry time to supply a sufrci€nt nrlmber of proparly skillcd workmm or
suficieat Eat€rials aad equipoenl ofthe proper quality, or &il in a[y rEspect to prosecuts the
vork with prory&esr and
\./ \-/ V \-/
Prosecub Contacfu's wo(t otr sucl tErms 8nd conditions as shall be deemed ueoessary, and
shsll 664ust the cost tkoo[
including withod restricti@ h€rcto a[ erhatges, exp€nscq losseq costs, damages, ana attorney'" feeg
incurred as a result of
the con raotor's &ilrne to perform, tom my money &En drrc or itereaibr o bccome
duc to th" coot".rto, under this
Agro€mcfit
l?'3 If thc Oqncrso ternina$ ee employmeot of the C,omasol the Coatrctor sball notbe
e,titled to uy
ftrther palmmb und€c this agrceincnt until Coffactor;s work hrs beon conptaeo
mO accept"o uy 6e ow:ra.
1E' Termlnstiou for Convenlence' rte_owa€r my, at my t me, tcfltrifate
rhis fureemmt for
ffrc ocads coovctricoce
aad-without canec. upon receipt oJurritteu notice ftorn tte oc;tr or*ol t"".1*uo, ror tte
oumco,s convenience, thc confiacbr
sha[ (i) csase-ope'ratiotrs as dirccted by the ocarw in the
rytice, (ii) ute
actions o"cr*sry,; td th.-o.r* rnay direcg for tha
ptotoctim md pescnaliyn of a"d (t") orcept br worl'aire"r"a to ue pemunli prlo. to ts €tr€crive-are oi'r"ri*cion,
stahd inthenotice, terndnatc aU existing sutcmtracr anapwchasc ordors aDd€4bimo no ngtnersubcoffiacb
aodpr:rcbass
uders. In case of cush tcEniaation for tho Oumsds cor /Eoi@c€, tlre Conaactsr
"hll be €nducal to receive pa5md f* W""
prcperty exeouted and rreasonable, direct costs inctned by thc Coubactor pnusraot
19 mis Section- The Cooracor ehalt aq1 b6
cntitled to overbsail md profit on the rtront aot orcecuts( lost
busin€ss ofiofirnities aud unahsor6 owftrad EEp@ses"
19' Attorneyrr Fee+ In the we'nt of any comoversy, claftn or action being filed or irstitutcd betre€D
trs pgties to thi'
sgre€m€Gt to €tlfuce thc tcrilIs and cmditiors of thiry agrcemfit or uisiog Aoor the treach orany pr*ft
"
n *"e tI" pr.rrUrg
party will bo €otitled to rccei-vo ftsa 6E oth- cr party all costs, damage+, dA
"r.poner,
by the prevailing party, whcthcr or aot such, c,ouhovary or ciaim ia-liu'garcd orploeecured incfuaing rdsonabte ,u"-"i.s tfi;iffid
to jrifunrcnr
20. Gmerd. This Asreeo,eil coastitrtes tro entire agreemsat between tte parties.
No modiEcatioa sha[ be bfudiag on
the partiec uoless it shau be in Rlrititrg md eignedty borh partiei. c,ontractor_ehall^*t
""*,g,
tfi. efr,ment 1or
any part hereof)
without 6e prior q/dttm cons€ot of Oc/acr.
HeadiasF in this Agreemem are for refqacc ;ry*; ;i, aud slalt aot afu the
-"trriqg or interpretdion hcreof- Nei&er-party's right to rcquire psrfmranco
olttre other'purii" oul6to* .nder tris agr€€m€or
1t'4 ue aectea by
any previous maiver, foEbcaranc4
.9r
coursc or aomg. Ncithry party rtar'mrA-G ornu, rcqponsible frr
default, delaS or &ihne 0o perform by acq a
-of
Go4 stikes, lockart, siviiuuest a"iiaeirt* or other wents bcyond thc
coatrol o6er prty,s
Thisagrementehallbegoverroedby&elawuofthe Satcofldahoasanagreementbaweearreeideatsofttestat'ofrrrcho
and to be pafonlled within the State ofldaho. ?his Agreqnent, ard each
and everypsovisiou thcrcot is fqr the €ccclusive benefit of
the oqmer aud connac'tor and not for thc beoefit of any &ird party nor any third pa6, tenrct"iary tJ*r,
V \/ V\J
E}ffiIBTT A
BIDPROPOSAL
(see attached)
Contractor loitials L-
CousrnugnoN AcREEMBrr
Page 6 of5
V 'v
SOUTHERN IDAHO ELECTRIC INC.
P.0. Box 182
Melba lD 83641
Ph-208.495.2773
Fax-l08.495.278A
Lee Van Schoiack
lD Electrical Contractor
Pub lic Works Electrica I Contractor
208.941.5750
i27456
#tszw-c- (r60@)
PROPOSAL
T+x f"^X+* 1g-
/qqEoB?
Sie/ec-lz;o@aa/. torn
Proposa I Subrnitted To: COLEMAN HOMES Phone# Date: 51312073
Street Job Name: ISOIA CREEK
#1
Clty State ttp Job Location: MERIDIAN,ID
Architect Contact Phone:
We here by submit specification and estimates for :
ELECTRICAL FOR STREET LIGHTS PER STREET PLAN
INTCUDES TRENCHING FOR CONDUIT, CONCRETE & REBAR FOR
POtE L4.25'SHOEBOX POLE 4-CITYOFMERIDIAN
POLE LTGHTS TTYPE 1), SERVTCE JUNCTION BOXES, PHOTOCELIS,
& ELECTRICAL PERMIT
We propose hereby to furnish material and labor-complete in accordance with above specification, for:
ss43oo.oo (Sidollars
Payments to be made as follows: DRAWS
All material is guaranteed to he All work is to b€
cqnplet€d ln a worlman ltte manner amrding to standard
pracdces, Any alterauon or deylation form above spedfications
wlll be erccurcd only upon wrltten orders, and will become
an adra dtarEe oyerand rbove tfte esnmated. All agremerts
arc conringent upon strikes, asjdeng or dehys beyond our IU9TE, This pmposal may withdrawn
by
control. osnerto carry fire, tomado and otlernecessary Us if nOt acc€pted with in 30 diyS.
lnsurance. Our uorkers are fully covered by
Workmen's Compensation lnsurance
The above prices, speciftcation and oonditions are
satlsfactory are hereby accepted, you
authorized
to do the work as speciffed. paynrents
tritt be made as outlined.
Signat
Authorized Signature LEE VAN SCHOTACK
Date of Acceptance_
I
CONSTRUCTION AGREEMENT -
lsola Creek Subdivision No, I Infrastructure
This Constuction Agre€ment (this ' Agreemenf') is made by and bstween:
The "Ownet'' Address: Colcmaa Homes. LLC.1859 South Topaz Way Suito 2OO
Meddis!, ID 83642
Project Contaot Person: Rick L€tt
facaimile: Mobile: Email Teiephone: rlett@20E-208-20842+424-8414679 mycotemaahome.0030 9020 com
And rhe "Contactot'' Address: Superior Copstsuctisn PO Box 455
M€ridisn,ID 83660
TaxgayaD # 82-M57177
ICL No. RCE-12636 Idaho Public Worts Licerue 10202-G4
Pr0jest Contrct P€rson: le,tryl.cf,,
Tclephonc; 208-88440I
Facsimilc: Mobile: Email: j€rry@208-208-871-88+$periorcoufiuctioo.5060 7691 cc
lanys@sup€riorcon6EuotioLcc
Isol8 Creek Subdivisior No. I h acaordaoe ryitt the Contragtor,s
proposd athched h€r€to as Efibit A (the "Colrtractor's
proposal,),
excq)t to the €xtEnt such pmposal is incolrsisteot with this Agre€Eelt
As flrll oompensation fo! Contsactor,s perfonnarc€ ofthis Agrecment,
Ow!€r agrees to pay Coohactor fixed pricc of908.2 12 Dollas and
60/100 ($908,212,60), sribject to addiriors or deduotioru ia accordawe
with this Agreeneot (thn "Coffiact PricE").
Coatrastor shall cosmocc the Wort on or before 6/12113 md shall
co,uplele the mtire \Vork m lat€r rh,n
Z4SIL (the "Completion
Dste').
for the following'?rojecf '
The "Cornpletiotr Dats" is:
Cotrtaotor:
Supdior Constsuctio[
Ihe "CoDtract Price '
is:
The lalor, oatcrials, 6quipm€4 serviccs ad coupenmtion dcscuibed above sball be performed
and paid in
aocords[ce with the attscted Sr"ndrnd T€r,rs and Cotrditions and any cxiibits attached hcn"t". Refer€ac€s to this
"Agreemenf' shall mean this agreerrent page and the
Standard T€rms and Conditions.
Owtler:
By:
Its:
Datc:
'{4o*,r1 L,.\erqr,t By:
Its:
Date:
/,/l*ry tu I*e
EstiE8tor 6-tt-t:t
If Con[8gtlr Eceiv€s a copy this Agr€fiieat for sigaatutc ard theeaft€( cornm€flces work o! thc Projocr prior to signiry
q1d
retufldng this Agr€crn€d to oetr(', contsctor shalt be deemed to have Elcept€d this Agr€{u€ot io iG eotirety.
CONSIRUCflON ACR.BMEI{I
Sll COMMIIIirES\DELLANO\DEYELqPME*r\IS@rr CREEX *lUnlr*tslrairD6/Cdnslr^gr!6at NSIGNEDjoq
Pago 1 of6
L4
STA.I\DARD TERMS AND CONDITIONS
L
- levi9w
of Prqjeet Requiremelt;, Contractor repr€se s and warrdrts to OwEor that it h8s visited the Proj€ct siie,
gadl a carefid aaalysts and comparisou of the Work and tho Projeot requiremeots, and is awae ofthe envirormcrtal sotrsitivity of
the Proj€ot site and the coEstraints related to acsess, staging, matcrial stomge, climatc aod tho aodvities of other contractors. Ifany
ofthe Project requirc[e s are contradictory, the Equiremetrts t]at place the highest or most stsilgent duty or
obligatiotr upoE
Cotrfaotor sball gover&
2. Conrtruction Schedule. The Conaactor slull oomrerrce tLe Work (or portion therco| upon v&ittstr trotice to ploceed
ftom Ovacr aad shall completc the entire Work (or portion thereof) no latcx
thnn Completiotr Daie. ihe contractor achrowlidges
and agrces that time is ofthe essenoe and tbat the Orrmcr witl suffrr sigrifioant hardship and orpense iftie Work (or portion
-
thereof) is aotcompleted by the Conrylctiou Date ,n.i shall
use its be* efforts to ensurc the entire Wort is completed prior to tte
above daE aad agrces 10 p8y to tie Owrcr, as liquitlated rl"'"qges
and not a pe.nalty, tho sum of $250.00 pcr day for each calendar
day after the Conpletion Da& ultil all tle wort is complete. ContsEctor shrll prcpare and contiauously updataa
schedulo for the
coDstruotion ofths Projcct as rccessary to achicve a timely Project completion, Ifthc Coataotor is delayed on the critical path
due
io oircuEslsnc€s beymd iE cootrol, such as stikes, oasualty or gensral uavailability ofmaterials, shippiq delays or receiviug the
wong naterials (thmugh rc fault of the Cottsaotor), the Contmctor rt'eit,
as its sole remcdn be eotitled to an exGrsion of tioe
oqual to rhe dolsy ilcured. Contactor shall giv€ Owner writtetr lodce ofany claim for an extefsion oftime within tiree
(3) days
ofconksotor'g knowledge offacb giving rise to the eve for which the claim is mado; otherwise, such olaims shgll be d€sned
waivEd.
3, Payment&
3.1 Pavment. Lrvoices received by the 156 ofthe month will be mailed paid by the
156 ofthe following
month- AII fuvoices must set out (i) description ofscrvicea provirtcd, (ii) date servicas are proyidrd,
and (iii) sgoud;harg.d
for services reDd€red. Invoic€s not co aitdtrg items (i) through (iii) n ill be
rEtrmed to Contrsctor with re'quest to provide-
necessuy informatioq and processed for paym.ent only when &tail ie provided Ouner
shall have the right to retain 5Vo of
each progrcss paym.ent uDtil the Projeat is ftlly c{mplete.
3.2 Witbloldins o"f Pavments. Owoer Eay reject an application for payment or nutli$ a previously approveil
applicatioa for palueng in whole or in par! as may bc reasooably necessa)r to prot€ot Owno 6o6 lsss o[
a"-"te based
upon (i) Contractor's failure to perfo-lsr or corre&t the Work as rcquired by this Ageement, (ii)
Con6acror's hil;e to pmvide
aocePEble atrd curent certifioates of insur8ne coverage as rtquied by Uris Agreern€oq (iii) loss or &rnage causerl by
Cootactor to Owner, Oqm€r or olt€[l to whom Owner may be liable, inoluding reasonable costs for cleea-up, repair,iayout
or puchJist wort performcd by Owner or othert, or
(iv) Cotrhactor's failure to provide acceptable evid€nc€;f p;)mentfor
labor., malerials, equipment or supplies firnished in connection with lle Work, or CoDtrsctor's failrre to promfrty removc
any lien filcd against the Pmject sit€ lelated to the Work.
3i Firal Payr!@t Filrl payment ofahc ettire Contraot
p.ioc st8ll be made onlyupon
Omer's (i) fina1completion 8nd acceplatroe ofall Work by Owner, Owner's engineers aud tbe appropriat€ gov€ :[De
al
srthorities, (n) EceiPt ofsU \PrnfIrty docull€tlts (including Eaaufrctuer rarranties), manuals, liin rcleases, and
my o&er
docun0€ntatiotr rE€sombly requastcd by Owner, aad (iii) rcceipt of aaf,rsfrctory evidcoce that CoDtfector his paid
all workers,
subconnauors aad suppliers for workperformed and materiels supplied for the Proje€t. Cootractor's accephncg offfnal
pa,,l]leat shall coostitute a waiver of all olsiEs by Contactor relating to the Wort
4.2 Rsouosh for Chaaee Ord€r Prooosals. Wi&in tlree (3) &ys ofO$,ner's request, Contactor shall provide,
without cost, a ChanSo Ord€r proprrsal for auy ohmges in tho Workrequested by Owner. Suoh Chatge Qrder
propoaal shall
be calculated oa the baeis ofreasonable exp€dinres ard ssvitrgs ofthose performilg the
chaaged work
4.3 Substitutioos. The Cona8cbr may substitute estimated or specifed materials only witt the Owner's
co Earl. By rnFking a rcquest for substituti4 the Contractor represents to Owler (ualess
expressly aad conspicuously aoted
otherwise in tho request) that the substitrto mat€risl is equal ,o the original matffial io price, qqality, funcdo;alty, suitability
for the Pmject ald drmbility in every rospect.
5. Superviaion. CoflEactor shall provitle a cospet€d level of supavision and ooordiaation of all Wor! including but
not lirEited to, ooustnrctiotl oearsr nslhods, tecbniqucs, sequeuces and pmcedues, Co[tsotor shatl verify all dimemsioas on
&awiugs provided by Owner or othere, aod field meoswes as rcquired to €r1sur6 rh6 prop€( fit ard installation
ofthe Wo*.
Conhsotor 8h.lt eofq€e stiot discipline and good order among all persons performing &e Work. Contractor's on-site supervisor
slnll haYe the firll auftority to art for and bind Cofactor. All communications lfuougll and commitueDts of, Contractor's orsit€
superrieor shali be fi.rlly binding on Coutffrlor.
6. Cooperadon ConEactorutrde$tafih that Oc/!€r mlypedorfl work or the Project with ib owa &rces or other
colltract]on]' CorFactor shall coopsrab fully with Owner and the other contractoN so as not to intErftrc vith tbe perforoance of
wort by aay ofthcm Coltractor actnoy,lcdges that Ocmer ehall
aot bo liable for roy dc-oges, losses or.xpeffies rcnrlting tom
any aot omissio4 dclar frihre or d€6ult of uoth€r Contsacbr or slrpplier in comocdon with the Ptojeot If Contract ,r
suffers
any such d"mrge, loss or expeose fr,om anothcr Cotrtractor or ruppli€r, Contsclor
shall seet recovery of such &mages, loss or
eoEeose from the resporsibte party dit€ctly wi&s'ut Yner.thg Cofltactd I
party to a[y aotiorl CoEtnctor a$!€e that any Fojcct
suppligr or Cortsactol alall [3v9 6 {hsc1 right ofaotiotr as8itrst C-onrractor for damages, lo*s or
cryense resuftiug from Co,rtractor's
aoh or omiseions (whethcr or not negligent), defrults, dolays in pedornance
or defici€ncies.
7' Compllence rtth Lawc. CoaF.otor shall occut€ tb€ Work in sbict coapliarrco with all applioable laws, including
ouvironmennl laws, buildiug codeq ordinalccs, rules, regulations, pcrmitr ad orders ofaaypublic autbority havingjurisdiotion
over the Project (tte "le$l
requiremeBb'). Contac'tor acknowledges that Owtr€r can be fired for Conhactor's violstions of
applioeble legal rcquimneats. Cortsactor sball reimburse Owaer for any loss, cost or expenso attribuhble to ary acts or omissioos
by Cont'.otor, iE employ€rs or agents rcsulting Aoru the failue to cooply with any applicable legal requir€mg fts, including, but
aot limit€d to, OSHA fin€s.
E. Engircerhg' Slte, Environmentel rnd Safety Requlrenentr. Il the petrorrrmce ofthe Work, Contactor shall
cooply, and shall ensure 8ll ofits Gq,lo,,€es and cubcolbaoton cooply, with the engineering, site, cnvironmmtal, hedth and
saf€ty requiremeds applicable to the Work (tte'Site Requiremen8'). Prior to lhe
coElnlencement ofconstruction, ContBshr shsll
assetnblc aod disfibute thc Sia RcquiremeoB b all suboortraoh'B perforniag lVo* on th€ Project sito. Contractor stall sEictly
enforce thc Sitc Requirements 6[ing thc coustsuction of thc Prcject,
10. Penrtts, trees, Te.ts rnd Inspccdour, CotrEaotor rh,ll, Et its owa orpoore, obtain
aU rcc€s88ry p€rrda and liccosos,
and pay all fees that rre included in the ColEsctor's ProposaL Q6a!26for rhall
ssheduls md give prope'r urriren aotic6 of all
r€quir€d tests, in8p€ctioDs and approvals ofthe Wort at such tim€6 so as lot to dolay tho progr€&s ofths Proj€cl Cootraotor
Ehall
prompdy providc Oumer wi& all certificatcs of testing or iospcctioq ad all approval or deficiency notices.
11. Suppllera and Srbcortrrcton. Prior to sbrting wodq Cotrfactor sball submit o Oclncr e list ofall suppliers md
subcoatraators who will perform Work u the Projeor
12' Stagiry; Storage of M.terlsb; Clet&up. Cotrtraator 6hall confne o,pemtiofs at lh€ Pmject sit€ to arcas pormifred
by law and the Owner's Sit€ R€quitrmcnts. erruactor slrll
Etore Eaterials aud corduct aotivities ia oniy those areas directed by
Owner. Contactor sball be eolely rcqponsible for secrring ita naterials and equipment &om damage 6d theft, Contrsotor slrlLat
all times during its perfotmance of6e Wort koep the Projcct sitc rcasonably clean and tec ftrom dehris resulting fiom ttc Wort
Upon corpletion of thc Projeot, the Cotrtnotor shall remove all coostrustiotr rlebris antl cquiprnc,zt and leave the promisc,g in e
ne3t
14. Indemdflcatiotr' To the firllest extDnt pcrmitted by law, the Contractor sh3ll iEdeDnify, defemd
an<l hold barmloss the
Owner ard its cors 'lt 'tc,
aad agentr and employees ofaay ofthem, fiom and against claims, damages, losses sad exper6es,
itrcludiry but rrot limitedlo atiofleys' f€es, srising out of or resultiag tom performanoe of dre Wo{provided
drat *si 6t";-,
alzm'ge, lose or expeDse is attibutable to boctily injury, sickness, discase oi death, or to injury to or iestuctioa oftargible
propdy
(other tly the lYork iaeE), hrt orly to rhe exeat oaused by &e negligorf scts o, omissions ofthc Coutractor, a subcoilaoior,-
Eayorcdircctly of iodiJeotly employcd by thom or anyone for whose acts they may be liable, regardlcss of whether or nol sucL
ctraim, daaage_, loss or e4rense is caused in parr by I party isdeonitred heEunder. such obligailor
sball not bc mruku€d to negate,
abridgg or reduco othcr righk or obligatiors of indemdty which would oth€rsise exist as to a party or
person. Ia olaiurs agaiit
aay persol or entity indetnified under this Scctio by ao employee ofthe CotrEaotor, 8
subcontracor, anyone dlreotty or iidirectty
unployed by tfiem or anyoae for whoso acts they may be liable, &o inderrdfication obligartion under this
-Seotion
sbrll not be
limired by a limitatioa on anormt ol type ofdamages, cornpouation or be,nefits payable by or for lhe Coabactor or a
subcoutaotor
under workers' coopersatio! acts, disability benefit scts or olhff amployee benefit acts.
15. Insllrsnce. Prior to lhe start of Worig the Conhactor shal! at ils sole e.rEelse with irsurance compaaies
lawfirlly
authorized ro do busircss in Idaho, pmcurc and mdntain ia force Worftem' C.oopensation Insurance, Euployd; Liability
Ineuance, Bueiness Auomobile Liability Iosurarce, and Commercial Gencral Liability lnsurance. Thc Co!fo€rciat C€rleral
Liability polioy rhall include covcragc for liability arising &m premises, operations, indepetrd€'nt conh'acto6, products-comgleted
operationr, porsmal injury aad advcrtising iqiury, coEtraatual liabitty, and broad fonn propcrty damage. Tho
Commctcial Gcneral
Liabilify rball8lEo nErne the Onmct as an additional insud for liahility arising out ofthe Contaotods Work The policics abow
shrll !6 s,1i11511ri1tr limib ofliability not lcss tLan ore followirg;
Enployeds Liability
Business Auto r iability
Commercial Geoeral Liability
If rhe Contractor fiils to obtai[ or orintaiD any inswanco coverage r€quired abovc, tho Owner may purcbase
such coversge sod
oharge the expease thereofto thc Contastor, or temlmtc lhis Conaaol The policics of insrrance'rcquirea unacr tUis Sccijon stdl
gontain a provision that t[c covcrages a{forded uader the polioios will not
be cancellcd or allowed to €fipirc until at least thirty (30)
da-ys' prior ndttem notioe has been given to the Ovmer. hior to commetrc€ment of the Work Contactor ad
Owner will finaish jash
otbr with rcasonably acc€plable ceftificste ot ccrtitrcstes ofinsurance. To the exteot ofthe limits ofcoEtactot's Commercial
Gercml Lisbility Ilcursnro, Costactor sl,ll ind€flDdry and hold hamtess lhc osmor
agaiost any 8nd all liability, claims, deinanls,
daluges, losses and expeascs, iuofuding attomeysr ftce, in oooaeotion with or arishg out of atry Aagage or aUeiea aanage to any of
Owne/e odsting adjacett Ptop.rty rhst
ttrsy arise tom the performance ofthe Wor! to the exent oftho aegug;ce anributod to scts
or onissione by the ConEactor, subcortraotor or enlonc cmployed directly or indircotly by any of lhem or b! iyone for v&ose acts
any ofrhcm may bo lieble,
16. Property lrsurance, Urlees otherwise provided prior to the saart ofvfdt, tbo Cortactor rhitl, &t its sol€ €xp€{se
Y9.. rry*T *qpTif laurftlly authorized to do business in Idahq procurr and maintaia in force property irsurance on an
"all-
rislc policy form, including builder's risk, iu the amount not less ttan the total value for the entire n6jeit
ori a rsptac€m€nt cost
basis. Such properg ingurance shall be maintainod, ualess otherwiec :greed by the Oumer,
''ntil
fi''"l iayment
bas beea aado. Ihe
Comactor ehall provitle tio Ovner a copy of all polioi€s obtained in compliance
with this Scction. Oc;r ad Coutractor waivc all
prosecute Coltector's work on such terrB and conditions as shall be decrred necessary, and shall deduct the
cost &€reot
including without restri€tion thereto ell charges, expenses, tosses, costs, da:nages, and attomey's fccs, incu.r€d as
a r€sult of
tle Coutsactor's failute to perform, tom atry money tlren due or thereaftor to become duo to tle ConFactor under
thjs
Agcom€nt.
17.3 Ifthe OwE€tr so tErminatest&E €oplolmrcat ofthe Contraotor, the Contactor shall sot be entitled io asy
furticr paym.ents -nder this agrEcment urtil Coltractor;s work has been completed and accepted by the Owner.
lE' Iermi[rtion for Convenl€ncc. The Owner may, at asy time, tcrminar€ this Agresmedt for the
Ownels coov€nieoce
and--wi{tout case' U}on receiPt ofwritten notice fiom the Ovroer ofsuch tsnriEatiol for thi Owneds convenieme, the Cotrtactor
shall (i) cease operations ac diEcted by tto Owncr in the aotice, (ii) tate aotions necessary,
or that the Owner:ray dircct, for the
proteclion 8nd pcs€n'atiotr of the Worl and (iii) exccpt
for worl dircct€d to tro perfomecl prior to the cffeotiw date of t€rrdBtion
st8ted h the rcticg t€iminite alt existing submntacts and purchaee ordem aad enter iato nofuli€r subooltacts and
F11chrso
orders. h case ofsuch t€rmination for the Owqer's corveniencq the CoEtsactor shall be € titled io r€coive p8ymeat for Wod(
prqrerly exeouted aldreaaonable, direct costs ircurred by the Co[tr8otror pursua b rhis Sectiou. The
Coitricror qhert
not be
c'otitled to ovcrhead and profit oa the vro* not executed, lost businffB opportunitics
and unausorbed overhead expeoses.
19. Atiomeyr' Feer. In the ev_ent of all cortroversy, claim or actioa being filed or instihrtcd betweeo the
parties to rhis
agreement to cnforce the tsrms aad corditions of this agreemeot or arising tom the 6rcach of my provision herm! tle
prev'iti"g
party will bc entided !o recoive ffom the otier party all costs,
rl.''*ges, and orpcnses, including ieasonabtc attor:reys' f;, iffurrpd
by the Eevailing party, wtoth€r
or not suah aonbovemy or claim is titigated oipros€outcrr to jirtgnent
Fngrel This Agreef,etrt
Tlstitqgs tle enttu€
Bgreemeal bctqre€n 6e parties, No modifoation sball b€ binding on
theparties udcss it slull be in uniting and signed_by both partiee. Conractor shdl noi
aseign this Agrecment (or any part herif)
without the prior writtcu consent ofowuer. Hcadings h this AgrE€n€Et arc for refercncc
fruposes;ly snd silrlt rot afrbct fte
meaniry or interpretatio! hercof. Neit&er-pafiy's dght to require perfomance of the oErer pariy,s obtgstions ;der fti$ sgtomcat
1t'4I be atreoad by anr
prcvioue waiver, forbeararce, or coume olaeali4. Neitt r party ria[-hold t&i
otner recpotsibte for a
defrult, ilelay, or fiihrB to P€rform
by aote ofG!4 strikca, lockouts, civio unl€8g accldeote or oacr eveou Ucyofr the otler party,s
coolrol. This aSroament nlrll !e gqvemgd !y the laws oflhe
State ofldaho as as agfim€xrt tetwcea resiaend ofthe Stare oildaho
aDd to be pcrforared witldn thc State ofldaho. This Agr€€m€( and each aud everfprovision
thereof, is for &aorctusivc bcnefit of
the Osncr and Conractor aod aot 6r tte beneft ofany third party nor any third party
beneficiary tlereo! except to tre gxrent
expressly provided in lhis Ageemenl
CoNsrRUcrIoN Cotrtractor hitials
AGREEMENT
Page 5 of6
EXMBITA
BIDPROPOSAL
(see attaohed)
Conkactor Lritisls
CoNsTRUcroN AcRmrErr
Page 4of6 6
\r. \, \f*
BID BOCIJMEI{T$ FOR PIPE *
SEHfER, PCITA.BLE WATER, STORIH SEWER,
AIUD PRE$SIJRE IRRIGATloru
FOR.
I$OLA GREEK $UBDIVI$ION NO. T
IUIERIDIAN, IDAHO
May 14,2413
ENGINEERIBSG SOLUTIONS, LLP
1029 Af. Rosart'o Sfi'eet, Sui& fiO
ffiertdian, ldaho 83642
(208) 938 -Ag8o
1144o.O 6ina Qirlr{aa Acrn
Job Number: 121109
ISOLA SUBDIVISION lilo.'t
Sewer and Potable Water
BID PROPOSAT
(UNIT PRICE)
The undersigned hereby certifu that they have personalty examined lhe locations for the
proiect,
lsolA CREEK suBDMlsloN No, 1, and have read and understand the Plans, specifications
and Contrac.t DocumenE goveming the work embraced in thie improvement and the method
by
which payment will be made for said work and hereby propose to undertake and complete the
work embraced in this Projed in accordance with said Plans, Speoifications and Contrac,t
DocumenG and at the following schedule of rates and prices'
NOTE: (Unit prices for all items, extensions and total arnount of bid must be showtt. Show
unit p'rioes in both words and figures. lf confiict occurs, tfte wnt€n or typed words
shaf preveil. tbms of work not listed in fhe Bid Schedule for payment are
mnsidered b be incidentrl iEms, and the cost is to be included under oher items of
work listed on lhe Bid Schedule.)
TO: Coleman Homes. LLC
BID SCHEDULE
Item Approx.
No. ntitu Unit Item
Unit
Price Total Price
1. 3831 L.F. B'Sewer Pipeline, PVC, ASTM D'3034,
lncluding
lailldlrl
Excavation, Backfill & Bedding
Dollars
?rea
L.F. 8" Sewer Pipeline, PVC, AWWA G900,
lncluding
/t rpnt
Exca,ration, Backfill & Bedding
and 2*o
Dollars
Cents
Eact 48" Diameter Standard Sewer Manholes, Complete
/*
and Cents $___!f.a._ E l7,ltf.U
r----/4!- E 76&e
Dollars
and ?-.eea Cents $ Jaw s {qw,o
4. 2 Each Standard I'Traffrc-rated (ISPWC Se506)
Gomplete
and 2:r-to
Dollars
Cents
,l'),l,lflo Diaa tri.l.lM I.r.
g Scr.o S 6&@
2. g2
3. 25
CIeano{
Item
No.
Approx.
Suantlty Unit lfem
Unit
Pric6 Tofal Pflte
5. _.,:00* Each 4" Sewer Services, lncluding Tee, Service Line
fuluasefirlvComplete and_Marker, to 10' Behind Sidewalk, Doliars
6. 1 . Each 6" Sewer Service, lncluding Tee, SeMce Line
and {Completere Marke( ,4aweep to 10'Behind Sidewalk, Dollars
and fuco Cents $ ItaN )r0,e
Cents ,d,D $_2'.:_
and /,:aa Cents $__!!,M t__1,9!!
Connection to Existing Sewer, Complete,
lnduding All Repains b Existing Utilities,
Pavement Cut, and Traffic
Dollars
and kae Cenb &nru $_fiuls_
I'WaterLine, PVC,A1IWVA G900, Chss 150,
Including alt Fitlittgs, Tees, Valves, Blorr-ofts, Etc.,
and Excavation, Thrust Elocking, Bacldill and Bedding
ln N. Ten Mile Road - lnclude Asphalt Pavement Cut and Repair,
Trafiic Control, Complete
and
Dollars
Cents $' eilo lll,37L40
and ?,:epd
7, 150 - L.F, 8' PVC, Sleeve Pipe, At'VlAtA C-900, Class
150,
lncluding 7atEedding Excavation, Backfill and Dollars
I 1 IC
8. 4,476 L.F.
10. 155 L.F, 6" Water Line, FVC, AT JWA C-900, Class 150,
lncluding all Fffings, Tees, Valves, Blotr+fb, Etc.,
and fuultBedding Excavation, Thrust Blocking, - Backfill Dollars and
and Zsta
12. 4_ Each Single Water Service, Complete, wifi Vafues
Excavation and Backfill
Each Fire HydrantAssemblies, Meridian Gity
Standards, Complete, lncluding all Fifrings, Tees,
Valves. Excavation, Backfill and Beddinq
@Dofia,Is
""* $ /l'oo 4iltH
Cents 4fu,a lo,tdo.&
and.Ha
and
Dollam
Cents $
{ ,4 { nO l,i'r6 Qin.l^^ ,{r,.^
Vauft I
li{o6t $_fro.*_
11. 11
unit
13. 25 Eaeh Double Water Service, Complete, wilh Valves
Vau and Backfill
Dollars
Cents $ /,Ju,a $
and 32,lA,A
14. 1 Each 2" Single Water Service, Complete, wftfi Valves
and Vault and Backlill
15. 2 Each
TOTAL AITTOUNT BID
and
2'Single WaGr SeMce, Compleb, with Reduced
Pressure Backflow Preventer and Vault lncluding
Excavation and Bacldll
frtesZ7**v.uo4#r./zaaetaoollap
Dollars
Cents $ 8,/eq lil,4
and Zpl Cents $ r,&t,0 $ 26t0,lo
414 4 fid Diaa air{alaa r{a
Item Approx.
No- Ouantitv tlnit llrlm Prino T.'16l Prit:c
$EUe_
lSOl-A SUBDIVISION l{o. {
Storm Sewer Drainage
EID PROPOSAL
(UN[T PRICE)
TO: Coleman Homes. LLC
The underslgned hereby eertiry that they have personally examined the locations
for the projec{,
ISOLA CREEK SUBDMISIoI{NO. 1, and have ead and understand the Plans, Specrlcations
and Contrrac't Dooumenb goveming the work embraced in this improvement and the method
by
wtricfr payment will be maEe for said work and hereby propose to undertake and complete
the
work eh6raced in this Projed in accordance with said Plans, Specifications and Contnad
Documents and at the follor,ring schedule of rates and priees.
NOTE:
BID SCHEDULE
Item ApproK
(Unit prices forall items, extensions and total amount of bid must be shown' Show
init phces in both words and figure.s. lf oonflic't occurs, the written or typed words
shali pranait. Items of woft not listed in the Bid Schedule fur payment are
consiiereU to be incidental iEms, and the cost is to be induded under other items of
work listed on the Bid Scfiedule.)
Unit
1. 122 L.F. 12'Pipetine, PVC, ASTM D-3034, SDR 35 or
ADS N.tzHP, lncluding Excavation, Bacl<fill and Bedding
/t"n nl Dollars
T
and ?EFo Cer{s /a,w s Jflo.oo
2. 121 . L-F. 12'Pipeline, PVG, A\,WA c-900' Class 150,
lncludlng Excavation, lvsBedding Backfill and
and
and
Dollars
C€nts $__!re_ 3,0,2r4
s--AL $-Jtuoa
3. 30 L.F. tz cMP, I Excavation, Backfill and Bedding
Dollars
Cents
4. 180 L.F. 14'Pipeline, PVC, AWWA C-905'
lncluding
and
Backftll and
DR21
Bedding
Dollars
4'!'l'f r1O Dina aillrlar il+
Cents $--&s- s--ttfut
5. 505 L.F. 15'Pipetine, PVC, ASTM D'3034, SDR 35 or
ADS furvlat'Bedd N-12HP, lnoluding Excavation, Backfill Dollars and
6. 693 L.F.
7. .?82 L.F. 18" Pipeline, PVC, AVVIIfA, C-905, DR 21
Excavation, Bacldill and Bedding
18'Pipeline, PVC, ASTM F{79, PS46 or
ADS fuDollarsand N-12HP, lncluding Excavation, Backfill
and Z-,ata Cents $
ing
Cents dt,d) $JStttco
Bedding
"?TN E /?.wtu
and 7-tDo
and .7End
Dollars
Cents $__-/.1u._ s_lfifrl)U
$___dd,4_ $_f7za^.b
8. 166 L.F. 18;
9. 781
RCP, Class lll, lncluding Excavation, Backfill and Bedding
L.F. 24" Pipeline, PVC, ASTM F679, PS46 or
ADS N-12HP, Including Excavation, Backftlland Bedding
and
Dollars
cents s fru gwe
and
Dollars
Cenb
7a?a
and 7,E20
Dollars
Cents
Each $tandard Storm Drain Manhole, Type B Raised
lnvert, Complete flSPWC SD6lSAwith 2'Sump,
10. 754 L.F. 30" Pheline, PVC, ASTM F679, 46PS or
ADS N-12HP, lncluding Excarration, Baclqfill and Bedding
11. 4
12. 2
Manhob to be 60"
and fu o
13. 12 Each Standard Storm Drain Manhole, Comp
SD411 with 2'
and
Each Standard Storm Drain Manhole, Type E Raised
lnvert, Gomplete 0SPWC SD€13A wifi 4 Sump'
with Snouts on Outlet Pipes
Dollars
Cents iPo'a $-6,du,g-
)
lete
Dollars
Cents
{ 14 '{ nO Diaa tri.{A-^ ,l^^
?.sza /,6io.a $ /ftaa
Item Approx. unit
No, Quantitv Unit ltern Descriotion .- Price TotalEice
$--,tze- $-!r/UL
$ Ate.M $ /l)a,@
s
14. 5 Each Shallow Storm Drain Manhole, Complete
SD,615A $!/hMP with 2' Sump)
ruq s_tw-
l,and 7 ra lot,o E*6,aile-
lneluding Rock, Filter Fabrio, PVC Liner, I
with ito
Dollars
and 7-ett Cents $
15. 3 Each Standard HS-25, 1,ooogallon Storm Drain Sand Traps, Complete
Standards
Dollars
Cents $
16. 1 Each
17. 1 Each Brentwood Storm Tank System No. 1, complete'
a Tzzo
18. 1 Each Brentwood Storm Tank System No.2, Complete,
lncluding Rock, Filter Fabric, PVG Line( lnspec'tion
Ports with Cover, Wells, Filter Sand, Markers, Etc.
nspec'tion
Sand, Markers, Etc.
rs
Cenb $ au/,il
aad.?za Cents /t//4a E H//r.e
$
'19. 1 Each Brentwood Slorm Tank System No. 3' Complete'
lncluding Roc*, Fitter Fabtic, PVC Liner, lnspec{ion
Ports with Wells, Filter Sand, Markers, Etc,
Dollars
and %ilo Cents $ luw 4 hilJ,a0
Brentwood Storm Tank Sptem No' 4, Complete,
21. 1 Each Brentrrrood Storm Tank System No. 5, Complete'
lncluding Rock, Filter Fabric, PVC Liner, Inspection
Filter Sand, Markers, Etc.
Dollars
and $
I 1.1 { Ao Bis AidAaa A*
witfi Cover, We
Gents $-8ruit fllu,dt
Item Approx. Unit
NJ. Qulntitv unit ttem Descriotion Price totat Price
Cover, Frame, Etc.
Cents $ /tfrad 8-Atod
$ f46f/to
2A- 1 Each
lncluding Rock, Filter Fabric, PVG Liner, Inspection
Markers, Etc.
ena Cents s-$tfr,b $-A,7f/'u
A. 13 Each Yard ful&OetailDrains wab' ComDlete. oer attached oottars
Cen{s $--rtaY /P,to
and.%:po
23. 1 L.S. Ri at end of Outlets, Complete
Dollars
and Cents $ //r%a s__449-
24. 1 L.S. Conereb Lining of "Creason Lateral", Complete (as requircd per
and Merid kn:gation Disficl)
and Zaca
Dollars cili E -r;tae $--r!oto
TOTAL AIfrOUNT BID $ 341i#,il
@*) - /0r ooa) '
oo
{ Jtt,rttr ao
lr','lfio Di6a Aialrlnr ;lna
Item Approx. Unit
No. QulnfiV Unit ttem Descriotion Price Totd Pri€
ISOLA SUBDIYISION 5,IO. 2
Pressure hdgation
BID PROPOSAL
(uNrT PRTCE)
TO: Coleman Hom6s. LLC
The undersigned hereby certi& that they have personally exarnined lfre locatt'ons for the
projed,
ISO[A CREEK SUBDIVISION NO. 1, and have read and unders{and the Plans, Specifications
and Contfact Docuirents goveming the work embraced in this imprwement and the method by
whict payment will be made for said work and hereby propose b undertake and complete the
work embraced in lhis Prol:ect in aclordance with said Plans, Speoificafions and Gonhac't
Documenb and at the follorfling schedule of raEs and prices.
NOTE:
E'ID SCHEDULE
Item Approx.
(Unit prices for all items, extensions and totat amount of bid must be shown. Show
unit prices in both words and figures. If conflict occurs, llrc wrilten or typed words
shall prevail. ltems of work not lEted in the Bid Schedule for payment are
consiitered to be incidental iEms, and the cost is to be included under other ibms of
work listed on the Bid Sohedule.)
1. 105
3. 174
LF. 8" Ptessure lnigation Line, Nampa and Meridian lmigation District
and Meddian City Standards, Comptete, Inoluding Single
SeMces, Drains, Tees, Valves, Blow'offu, Etc', and
HIBrThrust
ebcking, eackfill and Bedding
2- 2666 L.F. f Pressure lnigation Line,.Nampa and Meridian lnigation District
and Meridian City Standards' Gomplete, lncluding Single
Services, Drains, Tees, Valves, Blow-0fis, Etc., and
Dollals
and Zsco Cents $--U-s ,dtfllt
, Thrust Blocking, Backfill and Bedding
Dollars
and Cents
L.F. 6" Pressure lnigalion Une, At rWA C-900 Water, Class 150' Pipe'
Complete, lneluding Excavation, Thrust Blocking'
Backfill and Bedding
.fra*t' Dollars
and Cents $
11,, 4 /rC Dina AiJra rlar
f,oo $ /JfrO
Unit
No tJnit Price
$___44_ $!!4t8a
The above prices shall include all labor, material, overhead, prof( insuran@, etc., to cover
fumishing
and performing the Wo* as cafied for and specified. The ahove
prices shall also include all
applicable taxes and fees.
The Bidder understands tfiat quentities listed are approximate and the Owner reserves the right_to
increase or dereaee fndividual items as may be, in ih sole judgmen( b its best inter*t depending
upon conditions encountered or observed dudng the execution of the Wotk.
Respecitully Submitted:
By; Date: /-/r-/3
ature
Name: J*yb
(9ped or prlnEd)
/stzru*rA
(SEAL if Bid is by a corporation)
Attest (for bids by corporations):
By:
or
Aslishnt CorporEtB SecrEhry)
Name:
or printedl
TiUe:
Firm:
Bu8iness Address: Fl6or /tr
Telephone Number: uwt tr4/3/
Public Works Licenee Number /nw-c-
Contractor's representative to contacit regarding this bid:
Date: g-tf'- 13
Title:
lea
'l i 4 'l OO Dizra nl.{,.|,!F .l^/'
v \-/ \/\/
BID EOEUMENTS FOR PIPE *
SEUIfER, POTAEI-E WATER, STORM SEWER,
AND PRESSI.JRE IRRIGATION
FOR
ISOLA CREEK $UBDIVISIOH NO. T
II/IERIDIAN, IDAHO
May 14,2013
ENGINEERING SOLUTION$, LLP
lAZg Af. Rosart'o Sfreet, Suite 100
Meridian, ldaho 83642
(208) 938 -0980
i'r44nO Dina Qirlrlrra Aat
Job Nurnber: 121109
tsol.A suBolvtstoH tto. {
Sewer and Potable Water
BID PROPO-SAL
(uNrT PR'CE)
TO: Coleman Homes. LLQ
The undersigned hereby certify that &ey have personally examined the locations for the project,
ISOLA CREEK SUBDMSION NO. '1, and have read and understand the Plans, Specifications
and Contmct Documents goveming the work embraced in this improvement and the method by
which paynent will be made for said work and hereby propose to undertake and complete the
work embraced in this Projed in aocordance wilh said Plans, Specifications and Contrac,t
Documents and at the following schedule of rates and price*.
NOTE: (Unit prices for all items, extensions and total amount of bid must be shown. Show
unit prices in both words and figures. lf confict occurs, the written or typed words
shall prevail. ltems of work not listed in the Bid Schdule for payment are
mnsidered b be incidental items, and lhe cost is to be included under other items of
work lisbd on the Bid Scfiedule.)
BID SCHEDULE
1. 3831 LF. I'Sewer Pipeline, PVC, ASTM D-3034,
lnduding eLrsriBedding Excavation, Backfill & doflars
and Ttea
2. 32 L.F. 8'Server Pipeline, PVC, AWWA G900,
lncluding
ftrervry /*B
Excavation, Backffll & Bedding
and 2ao
and Z,:eeo
Cents
Dollars
Cents $ J4a $ 76t0
3. 25 Eacft 48' fufup Diameter Standard Sewer Manholes, Dollars Complete
4 2 Each Standad 8" Trafftc-rated (SPWC SD-506)
Cleanout, ffiee/Completeo*orcee Dollars
Centrs $ A6&$ $ fqw.o
and 2,?-po
'i , 4 't nO Di^a Eli.l.la
"l^r'
Gents b 3e,o Cuo
Item Approx. Unat
Ng, Quantfu Unit lbm Descriotion -
Plice Total Price
$ lf,.aa $_t7,!ary
llem Approx.
No. Quantllv Unit Item
Unit
Price Price
Cents $-_-1.0n l,fa,,oo
Cents 4fa,a $ "/otfdt.&
Dollars
cerds $--10tu@
6. 1 Each 6' Sewer Service, lncluding Tee, Service Line
7. J50 L.F. 8" PVC, Sleeve Pipe, AwWA C-900, Clasa 150,
lncluding Excavation, Backfill and Bedding
7a,v Dollars
and_Marker, to l0' Behind Sidewalk, Complete
fficenrsS_,Fre /npBep _ifua Dollars $_2:::_
and ,-za
8. 1_ L.S.
8. 4.47A L.F.
Connection to Existing Sewer, Complete,
lnc{uding All Repairs to Existing Utilities,
Pavement l,Controlatrfzmi5i/Cut, Repair tttt*and .o-Traffic fu yufu oottars
andZaa Cents $ tLLJt:o $ &t?r,ot,
8'Water Line, PVC, AWWA C-900, Class 150,
lncluding all Fifiings, Tees, Valves, Blour-ofts, Etc.,
and Ficavation, Thrust Elocking, Backfill and Bedding
ln N. Ten Mile Road - lnclude Asphaft Pavement Cut and Repair,
And Traffic Gontrol. Comolete
.'Plr/?Y Yr Dollars
and - . CenG
10. 155 L.F. 6" Water Line, H/C, AI JWA C-900, Class 150,
lncluding all Fitings, Tees, Valves, Blovrr+fr, Etc.,
and fuE*xcavatio,tt n, Thrust Blocking, Backfill and Bedding
Dollars
11. 11 Each Fire Hydrant Assemblies, Meridian Gity
Standards, Complete, lncluding all Fifrings, Tees,
Valv_frBedding es, f,*Excavation, zry,*whi,tr Backfill r/l*and uaa riouars
and 7-r-ra
12. 4 Each Single Water Service, Complete, with Valves
Vauft Excavation and Backfill
and -bta
{r4 { nO f,i.rs Eli{alna ,la
$_ly!:_
5. 55 Each 4" Sewer Services, lncluding Tee, Service Line
and_ffiu'/CompleteMarker, aiaaadrrY to 10' Behind Sidewalk, goU''"
dcents $ lfafr $J1,)5ae
and.Ua Cents $___/fol_ $ J,gte_
$____e@ $JU,?ru-4!_
Item Approx.
No. Quantitu Unit Item Descriotion
Unit
Price Total Price
13. 25 Each Double Water SeMce, Complete, with Vafues
Vau and Baddilt
and
Dollarc
Cents
14. 1 Each 2" Single Water Service, Complete, with Valves
and Vauh and Backfill
and
Dollars
Cents
15. 2 Each
/,/il,b il,4e
$ 4?A'a $;,/&U
2" Single Water SEMce, Gompleb, wr'th Reduced
Pressure Backflow Preventer and Vault lncluding
Excavation fiesBacmlt .fu*and ,uz.futtr//attxta o ottars
and ?-r€ea Cenls r,fu'o $ 6/0,lo
IOTAL AISOUNT BID
111'l l\O Diaa air{r{na r{a
$JE_///,fr_
anf
ISOLA SUBDIVISION l{o. I
Storm Sewer Drainage
BID PROPOSAL
(uNrT PRTCE)
TO: Coleman Homeq, LLG
The underslgned hereby certify that they have personally examined the locations for the proje6,t,
ISOLA CREEK SUBDIVISION NO. 't, and have lead and understand the Plans, Specifications
and Contrac't Documents goveming the work embraced in this improvement and the method by
wtrich payment will be made for said work and hereby propee to undertake and complete the
work embraced in this Projed in accordance with said Plans, Specifications and Gontract
Documents and at the following schedule of rates and prices.
NOTE: (Unit prices for all items, e{ensions and total amount of bid must be shown, Show
unit prices in both words and figures. lf oonflict occurs, the witten or typed tvords
shall prevail. lbms of work not listed in the Bid Sc{pdule for payment are
considered to be ineidental ibms, and the cost is to be induded under other itrems of
work list'ed on the Bid Scfiedule.)
BID SCHEDULE
1. 122 L.F. 12" Pipeline, PVC, ASTM D-3034, SDR 35 or
ADS /gt N-ty 12HP, lncluding Excavation, _Dollars Backfill and
Cents $
Bedding
"fll,w s J//o.oa
2. _lgl- L.F. 12'Pipeline,Pvc,AlI/tIAc€00.ch83150,
lncludlng fras*Beddingdvr Excavation, Backfill and Dollarc
and Tsptt
3. 30 L.F.
L.F- 14'Pipelinq FVC, AVVWA C-905, DR 2'l
and ZFo
lncludmg Backftll and Bed
and
Cents 2fP ,0"5e
$__7rL,L
4. 180
ding
Dollars
Cents $ ela E-76bL
't 1't'lAd Eina airlrlan n,u
Item Appror Unit
No. -
Quantitv Unit lbm Descriotion -
Price Total Price
12" CMP, Excava(ion, Bacl<fill and Bedding
and s
Unit
P
5. 505 L.F. 15'Pipeline, PVC, ASTM D-3034, SDR 35 or
AOS fury4Xut,Bedding N-12HP, Including Excavation, Backfill Dollars and
and 7-n2a
and Zzea
7. ?82 L.F. 18'Pipeline, PVC, AI/VWA C-905, DR 21
lncluding Excavalion, Bacldill and Bedding
and -7r/?a
and ?,:sto
'11. 4 Each Shndad Storm Dnain Manhole, Type B Raised
lnvert Complete 0SPWC SDSl3Awith 2'Sump,
12. 2 Eaoh Standard Storm Drain Manhole, Type B Raised
lnvert, Complete (ISPWC SD€13A with 4' Sump,
cents $ dl'e) /ttff,u
Cents $ $-LtW4o-
Dollars
cents $-lJu- /1frl.tl
e RCP, Class tll, lncluding Eroavation, Backfill and Bedding
Dollals
cenb $ &A $ 4/4a
Dollars
Ce66 $_f,4,4_ $_f2740.b
Manhob fufuw.Outletto be ffirr/60" Diameter hwsa with Snouts oouars on
Manhole '-@aolars to be 80' Diamete- r with Snoute on Outlet Pipes.
ffica*s_tw,e $Jl&.e_
6. 693 L.F. 18" Pipeline, PVC, ASTM F479, PS46 or
ADS fil*andt'tYErtr N-12HP, lncluding Excavalion, Backfill Dofiars
Bedding
.fia
8. 166 L.F. 18"
and
10. 754 L.F. 30, Pipeline, ryC, ASTM F679, 46PS or
ADS fr.BeddingN-ry 12HP, lncluding Excaration, Backfill and
and ^fua Cents
Pipes
3,*a,a $_6,/e,g_
13. ;)!- Each Standard Storm Drain Manhole,
Complete
(rSPWC SD$I1 with 2' )
and
Dollars
Cents $
,l ?,t 'l fio Diaa tri.{.{A^,{^^
?aza /,(do.u s /tf44a
Item Approx.
No- Ouantitv lJnit Tofal Price
9. 781 L.F. 24'Pipeline, FVC, ASTM F679. PS46 or
ADS Ucer*.Bedding6rsrv,trflzHP, fto s-lncluding --/ru-Excavation, $-&Eackftll oollag -Uq and
Item Approx.
No. Ouantitv Unit Item Descriotion
Unit
Price Total Price
14. 5 Each Shallow Stonn Drain Manhole, Complete
flSPWC '/tufzttg,SD.w 6
154 2'Sump)
Dollars
and Z-,ea Cents $ lffiu s f.utw
15. 3 Each Standard HS-25, 1,000gallon Storm Drain Sand Traps, Complete
(ACHD Standards
and ./e fua Dollars c.ii s_ l,rue_ $ #u.u
16. 1 Each
21. I Each
.Storm fuymtfuna4wl*Drain Box No. 1, Complete, tprqz lncluding oollars Cover,
Frame, Etc.
and.Zea Cents /twa /f,"raa
17. -1- . Eadr Brentwood Stom lank System No. 1, Complete,
lncluding Rock, Filter Fabriq PVG Uner, Inspection
with Sand, Markers, Etc.
fua Cents rs
Each Brentwood Storm Tank S:ystem No. 2, Complete,
lncluding Rock, Filter Fabric, PVC Liner, lnspection
Ports with Cover, M Wells, Fiher Sand, Markerc, Etc.
and.*ea Cenb $ H,/fia s /y',to.a
1S. Each Brentwood Storm Tank Systom No. 3, Complete,
tncluding Roch Filbr Fabric, PVC Liner, lnspection
1
Port$ .Sandf,*,*with gstttofut Cover, Monitoring Wells, Filter Dollars
and %zo
, Markers, Etc.
Cents $-*lofrN $ fu/r,0t
2A. 1 Each Brer{rflood Storm Tank System No. 4, Complete,
lncluding Rock, Filter Fabric, PVG Liner, lnspection
Po with
and
ito Wel Filter Sand, Markers, Etc.
Dollars
Cents $ 47fi,b $-a7fl,b-
Brentvrood Storm Tank Slpstem No. 5, Complete,
lncluding Rock, Filter Fabric, PVC Liner, lnspection
, Markers, Etc.
{ r 1 '{ nO Ois Air{,{^n .{zr
$_-8rru- $-4!gdo-
't8. 1
I
Cents $*rAru,L $Eza,u
22. 13 Each Yard fffifuNifu)DetailDrains Complete. ;' oer attached Dottars
and.*:to Cenls fi___r,a!_
23. L.S. Complete
ad klo Dollars Cents $ Hea $ ltu@
Namoa and Meridian lrrioation
4iEt*np"57,*btecZa
Diskict)
and fuea tta,w $__r1d0e
I
Dollars
Cents
TOTAL AI{OUNT BID
-
/0, ooo '
(Cu,) oo
{ rrfruF.oo
I Dt 'l A6 Dina Eli.lIaa iaa
ttem Approx. Unit
No. , Quantity Unit ltem Description - . Price Total EIiE
s-l'ffito
24. 1 L.S. Concrete Lining of "Creason Lateral", Gomplete (as requlted per
$_-4!!#e_
Ent
tsolA suBDlvr$loN f,Io. 2
Pressure lrigation
BID PROP-OSAL
(UNIT PRICE)
TO: Coleman Homes. LLC
The undersigned hereby cediry that they have personally e)€mined lhe locations for the project
ISOIA CREEKSUBDIVISION NO. 1, and have read and understand the Plans, Specifications
and Gonfract Docxrfuerds goveming the work embraced in this improvement and the method by
whictr payment will be mada for said work and hereby propose to undertake and ermflete the
work embraced in this Projec't in acrcordance with said Plans, Specifications and Conhac{
Documents and at the following scfiedule of rat€s and pries.
NOTE: (Unit pric€s for all items, e)densions and total amount of bid must be ehown. Show
unit prioes in both words and figures. lf conflict occurs, the witbn or typed wotds
shall prsvail. ltems of work not listed in the Bid Schedule for payment
are
considered b be incidental iEms, and the cost is b be included under other ibms of
work listed on the Bid Sohedule.)
BID SCHEDULE
Item
No.
Approx.
Quantitv Unit Item Descriotion
Unit
Price Total PricE
1. 105 L,F. 8" Pressure lnigation Line, Nampa and Meridian lnigation District
and Meridian City Standards, Gomplete, lnoluding Single
SeMces, Drains, Tees, Vatves, Bloivofts, Etc., and
Thrust Blocking, Backfill and Bedding
and
Dollans
Cen'ts
6' Presaure lnigation Line, Nampa and lVleridian lnigation Distric,t
and Meridian City Standards, Complete, lncludlng Single
SeMceB, Dr6ins, Te€6, Valves, Blow-offs, Etc., and
Thrust Bloc-ldng, Backfill and Bedding
Dollats
and fuo Cenb /1fr $!!gas
Ertrr
and -zzza
t_*fr,!- s 4ffu,oo
2. 2666 LF
3. 174 L.F. d Pressue lnigalion Line, AWWA C€fi) Water, Class 150. Pipe'
Conplete, Including Excavation, Thrust Blocking,
Baddill and Bedding
Dollars
Gents
{ ,) a.l flo Dia,a aid/m ia+
$___ J^a_ /,Jpu
The above prices siull inc{ude all labor, material, overhead, profit, insuran@, etc.,
to cover fumishing
and performing the Work as called br and specified. The above
prices ehall also include all
applicable ta:res and fees.
The Bidder undertands that quantlies listed are approximatra and the Owner reserves the righl to
increase or decrease individual itrems as may be, in its sole judgment, to its best interst depending
upon conditions enoountercd or observed during the exeoution of the Work.
Respecffully Submitted:
By: Date: ,/r-/3
Name: /E
(typ6d or printsd)
6tz*rra
(SEAL if Bid is by a corporation)
Attest ffor bids by corporations
Title:
):
By Date: .f-/5'- /3
or
As6isbnt CorporalB Secrehry)
Name {-rznu,-@orn'inil ^ L-tK;"t
Tftte:
-
Sec'c.l?r,t
BusinessAddess: fl6at /,r5 ,*rxufu* tsa
Telephone Number: t wt .Pf/t#/
Public Works License Number /lw-c-/
Contractor's representative to contact regarding this bid:
f
{ el { nO Oi^6 Ellir{aa r{aa
Firm:
ona
. hl-,
dirv dt nrrenrDrAN, pueuits woExs DEpr.
SUBDIVISION REVIEW & INSPECTTON FEES
BillTo:
Coleman Homes
1859 S. Topaz Way, STE. 200
Meridian, lD 836421
Gomments / Special lnstructions / Project Description:
lsola Subdivision
DATE: May 20,2013
INVOICE # 1414 REMIT TO:
CITY OF MERIDIAN
DEVELOPMENT SERVICES
ATTN TERRI RICKS
33 E BROADWAY, STE 2OO
MERIDIAN ID 83642
PH BB7 -221 1 I FX BB7 -1297
REVIEWED BY # OF REVIEWS TERMS
SJO One Prior to Pre-Con
QUANTITY UNIT DESCRIPTION UNIT PRICE AMOUNT
GENERAL FEES:
EA Water and /or Sewer Modeling (1st Phase Only) $328.00 $
EA PP WS Model lnput (1st Phase Only) $99.00 $
UTILITY PLAN REVIEW:
LF Off Site Water/Sewer (per linear foot) $0.40 $
LF Additional Reviews (per Linear Foot) $0.20 $
48 LOT Subdivision Development ($378.00 + $10.00 per
Bldg lot ) $10.00 $ 858.00
EA Subdivision Development - Additional Reviews $100.00 $
LF Private Street ($300.00 + $.10
per linear foot) $0.1 0 $
LOT HOA Pl Plan and O&M ($125.00 + $5.00 per
Bldg lot ) $5.00 $
LOT Master Grading / Drainage ($2OO + $5.00 per
Bldg lot ) $5.00 $
AC Subdivision Grading / Drainage (Acres) $
EA Sewer Lift Station (Flat Fee) $492.00 $
1 EA Floodplain Review (Flat Fee) $96.00 $ 96.00
EA QLPE Review (per Sheet) $235.00 $
INSPECTION:
31 00 LF Water System lnspection (per linear foot) $0.69 $ 2,139.00
3744 LF Sewer System lnspection (per linear foot) $0.69 $ 2,583.36
EA Pl System lnspection (Based on # of Services) $
EA Sewage Lift Station lnspection (flat rate) $576.00 $
$ 5,676.36
$
$
$
$ 5,676.36
REVIEW/INSPECT FEES
OLPE FEES
Make all checks payable to CITY OF MERIDIAN, referencing the invoice number.
TOTAL
lf you have any questions Fdncernin'flfhis invoice, please call Terri at thEFumberli-sted above
Vrv # rvrenrDrAN, puel)tt'woYxs DEpr.
SUBDIVISION REVIEW & INSPEGTION FEES
DATE: May 13,2013
INVO|CE # 1411
BillTo:
Engineering So/utions
Kathleen M Stroschen
1029 N Rosario St, Ste 100
Meridian, lD 83642
Comments / Special lnstructions / Project Description:
lsola Creek Subdivision #1 (QLPE fee Only)
REMIT TO:
CITY OF MERIDIAN
DEVELOPMENT SERVICES
ATTN TERRI RICKS
33 E BROADWAY, STE 2OO
MERIDIAN ID 83642
PH 887 -221 1 I FX 887 -1297
REVIEWED BY # OF REVIEWS TERMS
S O'Brien
QUANTITY UNIT DESCRIPTION UNIT PRICE AMOUNT
GENERAL FEES
EA Water and /or Sewer Modeling (1st Phase Only) $328.00 $
EA PP W/S Model lnput (1st Phase Only) $
UTILITY PLAN REVIEW:
LF Off Site Water/Sewer (per linear foot) $0.40 $
LF Additional Reviews (per Linear Foot) $0.20 $
LOT Subdivision Development ($378.00 + $10.00 per
Bldg lot ) $10.00 $
EA Subdivision Development - Additional Reviews $100.00 $
LF Private Street ($300.00 + $.10 per
linear foot) $0.1 0 $
LOT HOA Pl Plan and O&M ($125.00 + $5.00 per
Bldg lot ) $s.00 $
LOT Master Grading / Drainage ($200 + $5.00
per Bldg lot ) $5.00 $
AC Subdivision Grading / Drainage (Acres) $
EA Sewer Lift Station (Flat Fee) $492.00 $
EA Floodplain Review (Flat Fee) $96.00 $
4 EA QLPE Review (per Sheet) $235.00 $ 940.00
INSPECTION:
LF Water System lnspection (per linear foot) $0.69 $
LF Sewer System lnspection (per linear foot) $0.69 $
EA Pl System lnspection (Based on # of Services) $
EA Sewage Lift Station lnspection (flat rate) $576.00 $
$
$ 940.00
$
$
$ 940.00
REVIEW/INSPECT FEES
QLPE FEES
TOTAL
Make all checks payable to CITY OF MERIDIAN, referencing the invoice number.
lf you have any questions concerning this invoice, please call Terri at the number listed above.
L D - )au-z o/ 3 -oo 32
$99.00
v\/ V\7
NPDES
FORM
351 0-9 9EPA
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
WASHINGTON, DC 20460
NOTTCE OF TNTENT (NOr) FOR STORMWATER OTSCHARGES
ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER AN
NPDES GENERAL PERMIT
Form Approved.
OMB Nos. 2040{1004
Submission of this Notice of lntent (NOl) constitutes notice that the operator identified in Section ll of this form requests authorization to discharge
pursuant to the
NPDES Construction General Permit (CGP) permit number identified in Section I of this form. Submission of this NOI also constitutes notice that the operator identified
in Section ll of this form meets the eligibility requirements of Parts 1.1 and 1.2 of the CGP for the proiect
identified in Section lll of this form. Permit coverage is
required prior to commencement of construction activity until you are eligible to terminate coverage as detailed in Part 8 of the CGP. To obtain authorization, you
must
submit a complete and accurate NOI form. Discharges are not authorized if your NOI is incomplete or inaccurate or if you were never eligible for permit
coverage.
Refer to the instructions at the end of this form.
Have you been given approval from the Regional Office to use this paper NOI form'? [
ves !
t'to
lf yes, provide the reason you need to use this paper form, the name of th€ EPA Regional
Office staff person who approved your use of this form, and the date of
approval:
Reason for using paper form:
Name of EPA staff person:
Date approval obtained:
* Note: You are required to obtain approval from the appllcable Rogional Office prior
to using this paper NOI form.
Permit Number: 1DR120000 (see Appendix B of the CGP for the list of eligible permit numbers)
Name: lsola Creek LLC
Phone: 208841 4679
Email: rlett@mycolemanhome.com
IRS Employer ldentification Number (ElN): 36-4755884
Point of Contact (First Name, Middle lnitial, Last Name): Rick Lett
Mailing Address:
Street: '1859
S. Topaz Way Sqltg 20q
Fax (Optional):
Zip: 83642
Phone: Fax (Optional):
E-mail: thomas@coleman-communities.com
EPA Fom 3510-9 Stqtu5: Active Poge: I of 4
]itlon:
City: Meridian State: lD
NOI Preparer (Complete if NOI was prepared by someone other than the certifier):
Prepared by (First Name, Middle lnitial, Last Name): thomas m coleman
Organization: COLEMANCOMMUNITIES
V\/ \/ \/
ProjecUSite Name: lsola Creek #1
ProjecUSite Address:
StreevLocation: N/A
City: Meridian State: lD ZiP'. 83642
County or similar government subdivision: Ada
For the projecUsite for which you are seeking pormit coverage, provide the followlng information:
Latitude/Longitude (Use one of three possible formats, and specify method)
Latitude 1._ N(degrees, minutes, seconds) Longitude 1._ W(degrees, minutes, seconds)
2._ N(degrees, minutes, decimal) 2._ W(degrees, minutes, decimal)
3. 43.6395 N(degrees, decimals) 3. 116.4301 W(degrees, decimals)
Latitude/Longitude Data source: !
u.s.e .s topographical map I
eee weo site I ees
[l otter: Google Maps
lf you used a U.S.G.S. topographic map, what was the scale?
Horizontal Reference Datum: !
uno zz ! runo 83 orwGS 84 [ untnown
ts your pqect located in tndian country lands? [ ves
fl No
lf yes, provide the name of the lndian tribe associated with the area of lndian country (including name of lndian reservation, if applicable), or if not in lndian
country, provide the name of the lndian tribe associated with the property:
Are you requesting coverage under this NOI as a 'federal operator' as defined in Appendix A? [ ves
[ ruo
Estimated Project Start Date: 05/20/2013 Estimated Poect Completion Date: 0512012015
Estimated Area to be Disturbed (to the nearest quarter acre): 25.0
Have earth-disturbing activities commenced on your projecvsite? [ ves
fl uo
lf yes, is your project an emergency-related pqect? [
ves fl ruo
Have stormwater discharges from your projecusite been covered previously under an NPDES permit? [
ves fl t'to
lf yes, provide the Tracking Number if you had coverage under EPA'S CGP or the NPDES permit number if you had coverage under an
EPA individual
Permit:
Does your projecvsite discharge stormwater into a Municipal Separate Storm ! ves I No
Sewer System (MS4)?
Are there any surface waters within 50 feet of your project's earth disturbances? [ ves
fl t'to
Recoiving Waters and Wetlands lnformation: (Attach a soParat€ list if necessary)
Source TMDL Name and
Pollutant
Surface3 water(s) to Listed Water PoSlutant(s) Tier 2, 2.5 or
which discharqe
lmpaired Water
BoiseNoExperiience River No Past
Describe the methods you used to complete the above table: Please refer to the Source(s) in the above table.
Will you use polymers, flocculants, or other treatment chemicals at your construction site?
lf yes, will you use cationic treatment chemicals" at your construction site?
lf yes, have you been authorized to use cationic treatment chemicals by your applicable
EPA Regional Office in advance of
filing your NOl"?
I ves
! ves
! ves
Zruo
Eruo
Eruo
EPA Fom 3510-9 Stotus: Aclive
Poge:2 of 4
lf you have b€en authorized to use calionic lreatmenl chemicals by your applicable EPA Regional Ofllce, attach a copy
documentation oI lhe appropriate controls and implementation procedures designed to ensure that your use ofcetionic
violation of waler quality standards.
' Not6: You are ineligible for coverage underthis permit unless you notify
yo!r applicable EPA Regional Office in advance and th6 EPA omce authorizes
covarag€ under lhis permit after you have included appropriate controls and implemBnlalion procedu€s
designed to ensure lhal youa use of cationic treatmenl
ch€micals will not l6ad to a violation ofwater quality standards.
Please indicate the treatment chemicals that you willuse
Fax (Oplional):
Using lhe instructions in Appendix D ofthe CGP, under which criterion listed in Appendix D are you eligible for coverage under this permit (only
check 1 box)?
EoErEcEDE.Et
Provide a brief summary of the basis for criterion selection listed in Appendix D (e.9., communication with U.S. Fish and Wildlife Servico or National Marine Fisheries
Service, specjfic study):Provius development in adjacenl lands
lf you select citerion B, provide the Tracking Number from th6 other operator's nolification
of aulhorization under this permit:
lfyou select crilenon C, you musl attach a copy of your site map (see Part
7 2.6 of th€ p€rmit), and you musl answer th6 following questions
What f6d6rally-lisled species or federally-designated critical habital are located in your'action area'
What is the distanc€ b€twaan your site and the listed species or critical habitat (miles):
lfyou select criterion D, E, or F, attach copies of any letters or other communications between you and lhe U.S. Fish and Wildlif€ Seruic€ or National Marino Fisheries
SeNice.
Writton indication lhal adverse eflecls to historic properties from the installation of stormwater conlrols can be mitigated by agreed upon
actions.
No agreement has been reached regarding measures to miligale effects to historic properties from the installalion of stormwater
controls.
Olher:
ls your proj€cusite located on a proporty of religious or cultural significance to an lndian
tribe?
lf yes, provide the name ofthe lndian tribe associated wilh th€ property:
Are you rnstalling any stormwater controls as d6scrib6d in App6ndix E thal roquire subsurface earth distu.bance? (Appendix E, Step 1) Z
"*
lf yes, have pnor surveys or avaluatrons conducted on lh6 sile have ake:dv detemined historic properti€s
do not exist, or that prior
U yss
di6turbanced have preiluded the oxistence of historic properlres? (App€ndix
E. Step 2)
lf no, havo you determin€d that yo-ur installation of subsurface €arlhiisturbing slormwater controls will have no effect on E
historic propertios? (App€ndix E, Step 3) ,*
lf no, did the SHPO, THPO, or other tribal representative (whichever applies) respond lo you within the 15 calendar
days to indicate whelherlhe su_bsurface earth dislurbances caused by the installation of stormwatar conlrols affect E
histonc proprties? (App€ndix E, Step 4) "*
lfyes, describe lhe nature of their rssponse:
! ve" ! uo
E""
Er"
El ^"
En"
of your authorization lottar and include
treatment chemicals will nol l€ad to a
Has the SWPPP b66n prepared in advance of filing this NOI?
SWPPP Contact lnformation:
First Name, Middle lnitial, Last Name: Rick Lett
Organization: Coleman Homes
Phone: 208{24-0020
E-mair: !9!@Iy99l9!g!!9!9i9I
fl ves I m
Vlll. En&hgsrtd SpccLr Prot c0on
|x Hlrlodc Pr$crvlUon
V 'ay'
I certify under penalty of law that this document and all aftachments were prepared under my direction or supervision in accordance with a system designed to assure
that qualifled personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons
who manage the syslem, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
First Name, Middle lnitial, Last Name: Thomas Coleman
Title:
Signature: Date: Monday, May 6,2013
E-mail: thomas@coleman-communities.com
EPA Fom 3510-9 Slolusr Active Poge:4 of 4
v v
DEPARTMENT OF THE ARMY
WALLA WALLA DISTRICT, CORPS OF ENGINEERS
BOISE REGULATORY OFFICE
10095 WEST EMERALD STREET
BO|SE, TDAHO 8370+9754
REPLY TO
ATTENTION OF
May 2,2013
Regulatory Division
SUBJECT: NWW-2013-224-B03,Isola Creek Subdivision: Minor Utility Work in Fivemile
Creek and Creason Lateral
Mr. Thomas Coleman
Coleman Homes, LLC
1859 South Topaz Way, Suite 200
Meridian,Idaho 83642
Dear Mr. Coleman:
We have determined that your proposed project, Isola Creek Subdivision: Minor Utility
Work in Fivemile Creek and CreasonLateraT, is authorized in accordance with Departmeniof
Army (DA) Nationwide Permit (NWP) No. 18: Minor Discharges and NWP No. 12: Utility
Line Activities. The work in Fivemile Creek is authorized under Nationwide Permit No. l8
Minor Discharges and, the work in the Creason Lateral is authorized under Nationwide Permit
No. 12: Utility Line Activities. This project is located on the east side of Ten Mile Road, within
Section 35 of Township 4 North, Range I West, near latitude 43.3813" N and longitude -
116.2600'W, in Ada County, in the community of Meridian, Idaho. Please refer to File
Number NWW-2013-224-803 in all future corespondence with our office regarding this
project.
Project activities involve a total estimated discharge of 4 cubic yards of angular rock below
the ordinary high water mark of Fivemile Creek and an estimated total discharge of 1l cubic
yards of concrete; 178 cubic yards of dredged material; four (4), 15-inch diameter PVC pipes;
and one (1), PVC pressurized irrigation-rated pipe below the ordinary high water mark of the
Creason Lateral. Fivemile Creek and the Creason Lateral are considered waters of the United
States (U.S.), including wetlands. The work in Fivemile Creek entails constructing an armored
apron for a new storm water outlet (4 cubic yards of angular rock) in which the outlet pipe is
located above the ordinary high watermark. The work in the Creason Lateral includes installing
a storm water system and a pressurized inigation system into the bed of the Creason Lateral, as
well as an irrigation headgate along the bank line of tlre Creason Lateral. The construction of a
storm water system will entail the estimated discharge of 110 cubic yards of dredged material; 10
cubic yards of concrete {60
square yards of concrete}; and4,l5-inch diameter PVC pipes. The
work in the Creason Lateral associated with installing a pressuized inigation system entails the
v \-, v
-2-
estimated discharge of 65 cubic yards of dredged material and 1, PVC pressurized irrigation-
rated pipe, The pressurized irrigation system also involves the discharge of 1 cubic yard of pre-
cast concrete and 3 cubic yards of dredged material below the ordinary high water mark of the
Creason Lateral, associated with the construction of an irrigation headgate. The entire project
will impact less than an estimated 0.02 acres of open channel of Fivemile Creek/Creason Lateral.
The purpose of the project is to accommodate a future residential subdivision, Isola Creek
Subdivision. All work shall be done in accordance to the attached drawings, titled: "Isola Creek
Subdivision, Phase I," dated April22,2073.
DA permit authorization is necessary because your project will involve the discharge of
dredged and/or fill material into Waters of the U.S., including wetlands. This authorization is
outlined in Section 404 of the Clean Water Act (33 U.S.C. 1344).
PERMIT CONDITIONS
You must comply with all regional, general, and special conditions for this verification letter
to remain valid and to avoid possible enforcement actions. The regional and general permit
conditions for NWP No. l8: Minor Discharges are found online at
htrp://www.nww.usace.army.mil/BusinessWithUs/RegulatoryDivisionAtrationwidePermits.aspx.
If you are unable to access this website or would prefer a hard copy of the regional and general
conditions please notify us and we will provide you a copy. In addition you must also comply
with the special conditions listed below.
The following Special Conditions include:
a. Permittee shall perform all in-water work during the ofif-iruigation season (typically
October 3I to March 1) to minimize sediment transport into Fivemile Creek and the
Creason Lateral.
b. Permittee is responsible for all u,ork done by
qny conlractor. Permittee shall ensure any
contractor who performs the work is informed of andfollows all the terms and conditions of
this authorization, including the Special Condition lisled above. Permittee shall also ensure
these terms and conditions are incorporated into engineering plans and contract
specifications.
WATER QUALITY CERTIFICATION
You must also comply with the conditions detailed in the Section 401 Water Quality
Certification (WQC) issued on July 5,2072, by the Idaho Department of Environmental Quality
(IDEQ). A copy of this WQC is available on our Walla Walla Regulatory Division website, at
http://www.nww.usace.army.mil/Portals/28ldocs/regulatoryA',trWPs/401WOC.pdf. If you have
any questions regarding the conditions set forth in the Water Quality Certification,
please contact
IDEQ directly at (208) 373-0564.
,r,n,"Oonfr) Recycled Paper
-.)-
PRELIMINARY JT'RISDICTIONAL DETERMINATION
Attached to this verification are two copies ofthe Preliminary Jurisdictional Delermination
(PJD) form showing that waters ofthe United Slates, including wetlands, which may be located
within your project area. Please sign both copies and return one to the Corps at the address
in the letterhead above. The other copy is for your records.
The Preliminary Jurisdictional Determination is a non-binding action and shall remain in
effect, unless a request for an Approved Jurisdictional Determination or new information
supporting a revision is provided to this office. Please note that since this jurisdictional
determination is preliminary, it is subject to change and therefore is not an appealable action
under the Corps of Engineers Administrative Appeal Procedures (33 CFR 331). Enclosed you
will find a Notification of Administralive Appeal Options and Process and Request for
Appeal
(R-FA) form for further clarification.
COMPLIANCE CERTIFICATION
Further, Nationwide Permit General Condition30 (Compliance Certification) requires that
every permittee who has received NWP verification must submit a signed certification regarding
the completed work and any required mitigation. The enclosed Compliance Certification form is
enclosed for your convenience and must be completed and returned to us.
LIMITATIONS OF THIS VERIFICATION
This letter of authorization does not convey any property rights, or any exclusive privileges
and does not authorize any injury to property or excuse you from compliance with other Federal,
State, or local statutes, ordinances, regulations, or requirements which may affect this work.
us on-line at http://www.nww.u ace.armr,.mi l/BusinessWithus/Regulato rvDivision.aspx.
Please contact me by telephone at (208) 345-2286, by mail at the address in the letterhead, or
"'n'* on @*u*"0 ""-
EXPIRATION OF THIS VERIFICATION
This verification is valid until March 18,2017, unless the NWP is modified, suspended or
revoked. If your project, as permitted under this NWP verification is changed aDd/or modified,
you must contact our office prior to cOmmencing any work activities. In the event you have not
completed construction ofyour project by March 18,2017, please contact us at least 60-days
prior to this date. A new application and verification may be required.
We are interested in your thoughts and opinions conceming the quality of service you
received from the Walla Walla District, Corps of Engineers Regulatory Division. Please visit us
online at http://per2.nwp.usace.army.mil/survey-html and complete an electronic version of our
Customer Service Survey form, which will be aulomatically submitted to us. Altematively, you
may call and request a paper copy ofthe survey, which you may complete and return to us by
mail. For additional information about the Walla Walla District Regulatory ptogram please visit
-4-
via email a1 eric.m.gerke@usace.anny.mil if you have any questions or need additional
information. For informational purposes, a copy of this letter is being sent to the following
individuals: Mr. Lance Holloway with the IDEQ; Mr. Aaron Golart with the Idaho Department
of Water Resources; and, Ms. Kathy Stroschein, P.E. with Engineering Solutions, LLP.
v,
Gcrke
Project Manager, Regulatory Division
Enclosures:
Drawing Sheets titled: "Isola Creek Subdivision Number 1," I through 4, dated Apil22,
2013
Preliminary Jurisdictional Determination Form
Request for Appeal Form
Compliance Certification Form
NWP Transfer Form
",^"0 -
@^".,*o r"o",
\, \,
-5-
TRANSFER OF NATIONWIDE PERMIT
When the structures or work authorized by this Nationwide Permit, NWW-2013-224-B03,Isola
Creek Subdivision: Minor Utility Work in Fivemile Creek and Creason Lateral, are still in
existence at the time the properfy is transferred. The terms and conditions of this Nationwide
Petmit, including any special conditions, will continue to be binding on the new owner(s) of the
property. To validate the transfer of this Nationwide Permit, the associated liabilities and
cornpliance with the terms and conditions the transferee must sign and date below.
Name ofNew Owner:
Street Address:
Mailing Address:
City,State,Zip:
Phone Number:
Si gnat ur e of T RAN S F E RE E DATE
erlr,"Oon(s Recyclod Paper
o MATEL,qLL.
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El Environmental Senrices O Geotechnica I Enqineerinq Q Construction iVlaterials Testlnq O Speci
al Inspections
Ms. Shari Stiles
Engineering Solutions, LLP
1029 North Rosario, Suite 100
Meridian,lD 83642
(208) 938-0980
Re: Geotechnical EngineeringReport
Leonard Huskey ProPertY
North Ten Mile Road
Meridian,ID
Dear Ms. Stiles:
In compliance with your instructions, we have conducted a soils exploration and foundation evaluation for
the
above referenced development. Fieldwork for this investigation was conducted on 28 July 2012.
Data have
been analyzed to evaluate pertinent geotechnical conditions. Results of this investigation, together with our
recommendations, are to bL found in the following report. We have provided three copies for your review
_
and distribution. \ -
Often questions adse concerning soil conditions because of design and construction details that occur on
a
project. MTI would be pleased to continue our role as geotechnical engineers during project implementation.
iaiitlonatty, MTI *o,-,]d be pleased in providing materials testing and special inspection services during
construction of this project. If you will advise us of the appropriate time to discuss these engineering
services, we will be pleased to meet with you at your convenience.
to you and looks forward to working with you in the future
MTi appreciates this opportunity to be of service
Ifyou have questions, please call (208) 376-4748
Respectfully Submitted,
Materials Testing & InsPection,
, P.G
Geotechnical Services Manager Is nr tf)
C/)
Ret,iewed by Monica Saculles, P.E.
Geotechnical Engineer
Copyright O 2012 Materials Testing & Inspection. lnc.
KEV{N L.
SCHROEDER
1T6[ zo
149X9
e N s
-n 4 >
OF r0
2791 South Victory View Way o
Boise, ID 83709 " (208)
376'4748 "
Fax (208) 322-6515
mti@mti-id.com "
www.mti-id.com
l
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A Environmental Serl/ices tr Geotechnical ecial lnspections
Enqineerinq OCor'rsiiuciion illateriais T3sting O Sp
TABLE oF CONTENTS
INIRoDUCTION........
Project Description.
Authorization........-.
Purpose...................
Scope of Investigation.......... . ... ..........
Wananty and Lirniting Conditions
Exclusive Use......,..
Report Recommendation are Limited and Subject to Misinterpretation '.
Environmental Concems ......-.. . ...
SITE DESCRIPTION.,,
Site Access ...........,.
Regional GeologY...
General Site Characteristics...... . .........
Regional Site Climatology and Geochemistry.. . .... . ... .. .
Ceoseismic Setting....,
SorLS EXPLoRATIoN ..........
Exploration and Sampling Procedures. ..'
Laboratory Testing Program.. . ............ ..
Soil and Sediment Profile . .,. . ... .
Volatile Organic Scan..... . ...... . . ......
SITE HYDROLOGY
Groundwater....
Soil Infiltration Rates ..................... .
FoUNDATION, SLAB, AND PAVEMENT DISCUSSION AND RTCOMMENDATIONS
Foundation Design Recommendations....
Crawl Space Recommendations. ..... . ...
Floor, Patio, and Garage Slab-on Grade..,..........." "
Recommended Pavement Sections.. . .. ..
Flexible Pavement Sections......... ..,...
Common Pavement Section Construction lssues.............. " " '
CONSTRUCTION CONSIDERATIONS....,.,,,,.
Eallhwork...............
Dry weather...........
Wet Weather...........
Soft Subgrade Soils.
Frozen Subgrade Soi1s..........,........ .. .
Shuctural Fi11..........
Backfill of Walls.....
Excavations
Groundwater Conffo|.................. .. .. .....
GENERAL CotvtMENTS ..............................
REFERENoES............
APPENDICES.,,,,,.....,
Acronym List..........
Geotechnical General Notes............... ...
Ceotechnical Investigation Tesr Pit Log. . .. ....
R-Value Laboratory Test Data ............. .
Plate l: Vicinity Map.......... .. ...........
Plate 2: Site Map.. ...... .............,
3
3
MTATGU\LL
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Q Errvironmental Serrrices B Geotechnical B Construction iviaterials
Testincl O Special lnspections
InrnooucrloN
This report presents results of a geotechnical investigation and analysis in support of data
utilized in design of
structures as defined in the 2009 International Building Code (IBC). Information in support of
groundwater
and storm water issues pertinent to the practice oi cirit Engineering is included.
observations and
recommendations relevanf to the earthwork phase of the project are also presented. Revisions
in plans or
drawings for the proposed development from those enumerated in this report should be brought
to the
attention of the soils engineer to ditermine whether changes in foundation recommendations
are required'
Deviations from noted sibsurface conditions, if encountered during construction, should also be
brought to
the attention of the soils engineer.
Project DescriPtion
The proposed development is within the northwestern most portion of the City of Meridian,
Ada County, ID,
*a t.."pies much or tn" sw% of section 35, Township 4 North, Range 1 west, Boise
Meridian. This
project wiU consist of construction of an undisclosed number of single family residential homes,
to be
developed on approximately 70 acres. Total settlements are lirnited to 1 inch. Loads of
up to 2,000 pounds
per lineal foot ftr wall footings, and column loads of up to 50,000 pounds were assumed for
settlement
calculations. Additionally, assrimptions have been made for traffic loading of pavements. Retaining
walls are
not anticipated as part of ttre projeit. MTi has not been informed of the proposed
grading plan'
Authorization
Authorization to perform this exploration and analysis was given in the form of
a witten authorization to
proceed from Ms. Becky McKay of Engineering Solutions, LLP to Kevin L. Schroeder of Materials Testing
and Inspection, Inc. (MTI), on ZO June 2012. Said authorization is subject to terms, conditions,
and
limitations described in the'Professional Services Contract entered into between Engirieering Solutions,
LLP
and MTI. our scope of services for the proposed development has been provided in our proposal dated
19
June 2012 and rePeated below.
Furpose
The purpose of this Geotechnical Engineering Report is to determine various soil prolile components
and
their engineering characteristics for use by either design engineers or architects in:
. Preparing or verifying suitability of foundation design and placement
. Preparing site dlainage designs
o Indicating issues perlaining to earthwork construction
o Preparing residential pavement section design requirements
Copy'right O 20 l2 lvlaterials Testing & lnspection, Inc.
279'1 South Victory View Way "
TMATGLALL
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fl Eu,rii-onrnen tal Setrzices O Geotech nical Fnqineetinq fl Construction
iViateri als Testinq tr Special Inspections
Scope of Investigation
The scope of this investigation included review of geologic literature and existing available
geotechnical
studies of the area, visual ,it" ,..o.-aissance of the immediate site, subsurface exploration of the site,
field
and laboratory testing of materials collected, and engineering analysis and evaluation of foundation materials.
The scope of work did not include design recommendations specific to individual residences.
Warranty and Limiting Conditions
MTI wanants that findings and conclusions contained herein have been formulated in accordance
with
generally accepted profess:i,onal engineering practice in the fields of foundation engineering, soil mechanics,
Ind
"ngin"ering
geology only for ihe site and project described in this report. These engineering methods
have bien oeveloped iL prouide the client with information regarding apparent or potential engineering
conditions relating to the iite within the scope cited above and are necessarily limited to conditions
observed
at the time of the site visit and research. Ai a result of ongoing irrigation activities, the locations of
test pits
were limited to areas not currently flooded. Field observations and research reported herein are considered
sufficient in detail and scope to form a reasonable basis for the purposes cited above'
Exclusive {-lse
This report was prepared for exclusive use of the pnoperty owner(s), at the tirne of the report, and their
retained design consuttants ("Client"). Conclusions and recommendations presented in this report
are
based on the igreed-upon ,.op" of work outlined in this report together with the Contract for
Professional
Services betwein the ilient and Materials Testing and Inspection, Inc. ("Consultant"). Use or
misuse of this
report, or reliance upon findings hereof, by parties other than the Client is at their own risk' Neither
Client
nor Consultant make ,.pr.r.ntution of warranty to such other parties as to accuracy or completeness
of this
report or suitability of iis use by such other parties for purposes whatsoever, known or unknown' to Client or
Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for
losses incured by actual or purported use or misuse of this repcrt. No other warranties are implied or
expressed.
Report Recommendation are Limited and Subiect to Misinterpnetation
There is a distinct possibility that conditions may exist that could not be identified within the scope of the
investigation or thai were not apparent during our site investigation. Findings of this report are limited to data
collected from noted expiorations advanced and do not account for unidentified fill zones, unsuitable soil
types or conditions, and variability in soil moisture and groundwater conditions. To avoid possible
misinterpretations of findings, conciusions, and implications of this report, MTI should be retained to explain
the report contents to other design professionals as well as construction professionals.
Since actual subsurface conditions on the site can only be verified by earthwork, note that construction
recommendations are based on general assumptions from selective observations and selective field
exploratory sampling. Upon comrnencement of construction, such conditions may be identified that required
comective actions, and these required corrective actions may impact the project budget. Therefore,
construction recommendations in this report shouid be considered preliminary, and I\4TI should be retained to
observe actual subsurface conditions during earthwork construction activities to provide additional
construction recon'Lmendations as needed'
copyright @ 20 12 Materiars Testing & rnspecrion. Inc.
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E Enrrironmental Senrices 0 Geotechnical Enqineerirrq ul Construction Nlaterials Testir.rg tr Special lnsl:ectiotrs
Since geotechnical reports are subject to misinterpretation, do not separate the soil logs from the report.
Rather, provide a copy, or authorize for their use, of the complete report to other design professional or
contractors.
This report is also limited to information available at the time it was prepared. In the event additional
informaiion is provided to MTI following publication of our repofi, it will be forwarded to the client for
evaluation in the form received.
Environmental Concerns
Comments in this report concerning either onsite conditions or observations, including soil appearances and
odors, are provided as general information. These comments are not intended to describe, quantify, or
evaluate environmental concerns or situations. Since personnel, skills, procedures, standards, and equipment
differ, a geotechnical investigation report is not intended to substitute for a geoenvironmental investigation or
a phase IyIII Environmental Site Assessment.
If the potential for petroleum or hazardous materials
contamination or other environmental hazards relating to the site exists, MTI must be informed prior to the
commencement of the geotechnical investigation. if environmental services are needed, MTI can provide, via
a separate contract, those personnel who are trained to investigate and delineate soil and water contamination'
Slq'p DescRlPTIotl
Site Access
Access to the site may be gained via Interstate 84 to the Meridian Road exit. Proceed north on Meridian Road
approximately 2.75 miles to its intersection with Ustick Road. From this intersection, proceed west 2 miles to
ten Vtile Road. Tum north and travel roughly 0,2 mile. The site occupies the area to the north and east of
this location. Presently the site exists as planted beet crop, and lirnited vacant land. The location is depicted
in site map plates included in the Appendix-
Regional Geology
The project site is located within the western Snake River Plain of southwesteri Idaho and eastern Oregon.
The plain is a northwest trending rift basin, about 45 miles wide and 200 miies long, that developed about l4
million years ago (Ma) and has since been occupied sporadically by large inland lakes. Geologic materials
found within and along the plain's margins reflect volcanic and fluvial/lacustrine sedimentary processes that
have led to an accumulation of approximately I to 2 km of interbedded volcanic and sedimentary deposits
within the plain. Along the margins of the plain, strearns that drained the highlands to the north and south
provided coarse to fine-grained sediments eroded from granitic and volcanic rocks, respectively. About 2
million years ago the last of the lakes ..r'as drained and since that time fluvial erosion
and deposition has
dominated the evolution of the landscape. The project site is underlain by tlie "Gravel of Whitney Tenace" as
mapped by Othberg and Stanford (1993). Sediments of the Whitney terrace coirsist of sandy pebble and
cobble gravel. The Whitney terrace is the second terrace above modern Boise fuver tloodplain, is thickest
toward its eastem extent, and is mantled with2-6 feet of loess.
Copyright @ 20 I 2 lvlaterials Tcsting & Inspcctiorr, lnc.
2791 South Victory View Way ' Boise, lD 83709 "
(208) 376-4748 " Fax
(208) 322 6515
mti@mti-id.com " www.mti-id.com
MATGI,-.\[-9_
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I En,/ironrnerlial Senlices El Geotechnical E.g ineerinQ O Corsi|uclion ivlaterlals Testinq tr Special lnspecilons
Soils on sire are classed as Site Class D in accordance with Chapter 16 of the 2009 edition of the IBC.
Structures constructed on this site should be designed per IBC requirements for such a seismic classification
Our investigation did not reveal hazards resulting from potential eafihquake motions including: slope
instability, liquefaction, and surface rupture caused by faulting or lateral spreading. Incidence and anticipated
acceleration of seismic activity in the area is low.
Sorr-s E>oronq,rroN
Copyright O 20ll Materials Tening & Irspectiorr, lne
General Site Characteristics
This proposed development consists of approximately 70 acres ofrelatively flat and level terrain. Throughout
the majoiity of the siti, surficial soils consist of fine-grained clay-silt mixtures, that have been mixed through
the years under cultivation. Vegetation primarily consists of the current beet crop, but portions of
the
soutlem edge have not been worked fol[owing abandonment and removal ofthe larm buildings.
Rather significant inigation systems supply much of the property with water. The Creason Lateral and
Fivemile breek pass t[ough rhe southernmost portion of the site. The land has been
graded to slope down to
the west, with corrugates running east to west through the majority of the property'
Regional drainage is to the north and west. Storm water drainage for the site is achieved predominately by
periolation throigh surficial soils. Only minor off-site storm water will enter the area from the east. Storm
water drainage collection and retention systems, other than shallow roadside swales, are not in place on the
project site and do not currently exist within the immediate vicinity ofthe project site.
Regional Site Climatology and Geochemistry
According to the Westem Regional Climate Center, the average precipitation for Treasure Valley is on the
order of i0 to 12 inches per year, with an annual snowfall of approximately 20 inches and a range from 3 to
49 inches. The monthly mean daity temperatures range from 21" F to 95" F with daily extremes ranging from
-25" F to 111" F. Winds are generally from the northwest or southeast with an anriual average wind speed of
approximately 9 miles per hour (mph) with a maximum of 62 mph. Soils and sediments in the area
are
pri.*ity derived from iili."ou, maierials and exhibit low electro-chemical potential for corrosion of metals
Lr concietes. Local aggregates are generally appropriate for Portland cement and lime cernenl miKtures.
Surface waters, groundwaters, and soils in the region typically have pH levels ranging from 7 .2 lo 8.2.
Geoseismic Setting
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Exploration and Sarnpling Procedures
Field exploration conducted to determine engineering characteristics of subsurface materials included a
reconnaissance of the project site and investigation by test pit. Test pit sites were located in the field by
means of visual approximation from on-site features or known locations and are presumed to be accurate to
within a few feet. Upon completion of investigation, each test pit was backfilled with Ioose excavated
materials. Re-excavation and compaction of these test pit areas are required prior to construction ofoverlying
structures.
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Copyright O 20 I 2 vlaterials Testing & lnspection. Inc
In addition, samples were obtained from representative soil strata encountered. Samples obtained
have been
visually classified in the field by professional staff, identified according to test pit number
and depth, placed
in sealed containers, and transportia to our laboratory for additional testing. Subsurface materials
have been
described in detail on logs p.orid"d in the Appendix. Results of field and laboratory tests are
also presented
on these logs. MTI recoirmends that these logs not be used to estimate fill material
quantities.
Labo ratory Testing Pro gram
Along with our field investigation, a supplemental laborato-ry testing program was conducted to
determine
additi=onal pertinent engineeiing characieristics of subsurface materials necess€lly in an analysis
of the
anticipatedbehavior of ifre prop-osed structures. Laboratory tests were conducted in accordance
with current
applicable American Society foi Testing and Materials (ASTM) specifications,
and. results of these tests are to
be found on the u..o*purying logs located in the Appendix. The laboratory testing program for
this report
included: Anerberg Limits'Teits - ASTM D 4318, Grain Size Analysis - ASTM c llTlC
136, and Resistance
Value (R-Value) und E*purtion Pressure of Compacted Soils -
Idaho T-8.
Soil and Sediment Profile
The profile below represents a generalized interpretation for the project site. Note that on site soils
strata,
encountered between test pit locitions, may ru.yt o- the individual soil profiles presented
in the logs, which
can be found in the APPendix.
The materials encountered during exploration were quite typical for the geologic area
mapped as Gravel of
Whitney Terrace. Surficial soils were predominately lean clays; however, these have been
disturbed by
grading, plowing, and development of the existing corrugates. Clays were often brown to light brown
in
folo., leneraily-exhibited -oirtur"
contents of moist to wet - most likely a result of ongoing inigation
activitils, and Lad consistencies commonly ranging from stiff to hard. A second clay horizon
was noted in
test pit 3, below the silt layer. Silt, beneath the clays, were bror.vn, slightly moist to wet,
and hard' These silts
typically exhibited weak calcic cementation. Strong cementation was noted in test pit
5.
Underlying the silts or clays we encountered the more granular silty sand to poorly
graded gravel sediments.
The siity sands were usually brovm, ranged from slightly moist to saturated, and had relative densities of
mediurn dense to dense. getow
the silty sands we reached silty to poorly graded gravels that wete broum,
usually saturated, and mediurm dense to dense. The upper most few inches of the gravel fotmation often
contained some amount of silt. Gravel clasts ranged in size from 2 to 6 inches, were subrounded
to rounded,
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D Environmental Services Q Geotechn ical Enqirreeririq E Corrstructiorr i\.4ateriais Testinq tr Special lnspections
Volatile Organic Scan
No environmental concerns were identified prior to corrmencement of the investigation. Therefore, soils
obtained during on-site activities were not assessed for volatile organic compounds by portable
photoionization detector. Samples obtained during our exploration activities exhibited no odors or
discoloration typically associated with this type contamination. Groundwater encountered did not exhibit
obvious signs of contamination.
Strr [XvoRoLoGY
Existing surface drainage conditions are defined in the General Site Characteristics section. Information
provide-d in this section is limited to observations made at the time of the investigation. Either regional or
iocal ordinances may require information beyond the scope of this report.
Gnoundwater
During this field investigation, groundwater was encountered in test pits at depths ranging from roughly four
to 5% feet bgs. Actual groundwater elevations may have varied as a result of surface grading, but also as a
result of ongoing irrigati,on. Soil moistures varied generally from slightly moist to wet within surficial soils.
Within the ;ilry;andi and poorly-graded gravels, soil moistures graded from moist to saturated
as the water
table was approached and penetrated.
In the project site vicinity, groundwater levels are controlled in large part by residential and commercial
irrigation activity and by canal leakage in the local area. Maximum groundwater elevations likely occur
during the later portion of tt. irrigation season. Additionally, during a previous investigation
performed in
Septeinber 2006 approximately %-mile to the southeast of the project site, groundwater was noted at depths
ranging fiom 9.g to t t.O feet bgs within numelous test pits that were advanced. Furthermore, according to
uscs monitoring well data within approximately %-mile of the project site, groundwater was
measured at
depths ranging between 1.0 and 6.0 feet bgs'
Therefore, based on evidence of this investigation and background knowledge of the area, ivlTl estimates that
groundwater depths will remain below approximately 3.5 feet bgs throughout the year. However, as lands
iransition from agricultural use to residential use, local groundwater ievels tend to decline' Actual
groundwater elevatiols should be confirmed by periodic groundwater monitoring. MTI has installed
piezometers in test pits 1, 3, and 4 for long term monitoring'
Soil Infiltration R.ates
Soil permeability, which is a measure of the abiiity of a soil to transmit a fluid, was not tested
in the field.
Given the absence of direct measurements, for this report an estimation of infiltration is presented using
generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile
Ior this study, lean clay and silt soils generally oflfer little permeability, with typical hydraulic infiltration
rates
of less than 2 inches per hour; though calcium carbonate cementation may reduce this value to near
zero.
Sandy silt soils will commonly exhibit infiltration rates from Z to 4 inches per hour. Silty
sand soils usually
display rates of 4 to g
inches per hour. Poorly-graded gravel sediments typically exhibit infiltration values in
Copyright @ l0l I iVlaterials
-l'estin-e
& Inspection' lnc.
2791 South Victory View way , Boise, lD 83709 "
(208) 376-4748 " Fax (208)
322'6515
mti@mti-id.com' www.mti-id.com
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O Enrrironmental Serriices Q Geotechrricai Enqineerinq tr Consiruction Vlateiials Tesiinq tr I nsDeclrons
excess of 12 inches per hour. lnfiltration testing is generally not required within these sediments because of
their free-draining nature.
It is recommended that infiltration facilities constructed on the site be extended into native silty sand to sandy
gravel sediments. Excavation depths of approximately 3 to 4 feet bgs should be anticipated to expose these
sediments. Because of the modeiate to high soil permeability, ASTM C 33 f,rlter sand, or equivalent, should
be incorporated into design of infiltration facilities. An infiltration rate of 4 inches per hour should be used
for silty sands and 8 inches per hour should be used for sandy gravels in design. Actual infiltration rates
should be confirmed at the time of construction.
FomrpATroN, Sr,AB, AND PavrvmNT D ISCIJSSIoN AND R r c onnvrpND ATIONS
Various foundation types have been considered for support of the proposed structures. Two requirements
must be met in the design of foundations. First, the applied bearing stress must be less than the ultimate
bearing capaciry of foundation soils to maintain stability. Second, total and differential settlement must not
exceed an amount that will produce an adverse behavior of the superstructure. Allowable settlement is
usually exceeded before bearing capacity considerations become important; thus, allowable bearing pressure
is normally controlled by settlement considerations.
Considering subsurface conditions and the proposed construction, it is recommended that the structures be
founded upon conventional spread footings and continuous wall footings. Total settlements should not
exceed 1 inch if the following design and construction recommendations are observed. Presently, we have
not been made aware of the number of lots being considered. The following recommendations are not
ihc
development.
F oundation Design Recommendations
Based on data obtained from the site and test results from various laboratory tests performed, MTI
recommends following guidelines for the net allowable soils bearing capacity:
Soil
suitability lor each structure at the time of construction'
Copyright @ 20 I 2 lvlaterials lesting & Inspection. Inc.
a
1,500lbs/ft2
A li:
increase is allowable
lor short-term loading,
which is defined by seismic
events or designed wind
Not Required for
Native Soil
95oh for Structural Fill
Footings must bear on competent, undisturbed
native, silt soils or compacted structural fill'
Existing lean ciay soils and filI materials (plow
zone materials) must be comp-letely removed fi'om
below foundation elements.lj2 Excavation depths
ranging from l% to 3 feet bgs should be
anticipated to expose proper bearing soils.
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Boise, lD 83709 "
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Ll tnvilonmenial serulces B Geotechnical Enqineerinci Q Consti'uctiotl Viarer-ials Testinq D Inspections
2Additional discussion and/or exploration will
be necessary in order to provide foundation recommendations
in areas where no native soils are encountered (vicinitv of
test pit 6).
Footings should be proportioned to meet either the stated soil bearing capacity or the 2009 IBC minimum
requirelments. Total settl"*.rt should be limited to approximately I inch, and differential settlement should
be limited to approximately % inch. Objectionable soil types encountered at the bottom of footing
excavations shoutd be removed and replaced with structural fill. Excessively loose or soft areas that are
encountered in the footing subgrade will require over-excavation and backfilling with structural fill. To
minimize the effects of siight differential movement that may occur because of variations in character of
supporting soils and s"usonal moisture content, MTI recommends continuous footings be suitably reinforced
to -rk. th".
ur rigid as possible. For frost protection. the bottom of external footings should
be 24 inches
below finished erade.
Crawl Space R.ecomrrendations
Considering the presence of shallow groundwater and shallow cemented soils across the site, all residences
constructed withirawl spaces should be designed in a manner that will inhibit water in the crawl spaces. MTI
recommends that roof drains carry storm water at least 5 feet away from each residence. Grades should be
greater than Soh for a distance of 10 feet away from all residences. In addition, rain gutters should be placed
around all sides of r-esidences, and backfill around stem walls should be placed and compacted in a controlled
manner.
Floor, Patio, and Garage Slab-on Grade
Native clay soils are moderately plastic and will be susceptible to shrinlCswell movements associated with
moisture changes. Areas of the site within the proposed structures should be excavated to sufficient depths to
expose lean clay. The clay soils should be scarified to a depth of 6 inches and re-compacted between 92
p.i..nt and 98 percent of the maximum density as determined by ASTM D 698. The moisture content should
iange from 1 to4 percentage points above optimum. Structural filI should be placed as soon as possible after
re-compaction of ilay soils in order to limit moisture loss within the upper clays. Ground surfaces should be
sloped away from structures at a minimum of 5 percent for a distance of l0 feet to provide positive drainage
of surface water away from buildings. Grading must be provided and maintained following construction.
ent to
A
excavation to identif.v these materials.
Organic, loose, or obviously compressive materials must be removed prior to placement of concrete floors or
floor-supporting fill. In addition, the remaining subgrade should be treated in accordance with guidelines
presented in the Earthwork section. Areas of excessive yielding should be excavated and backfilled with
itructural fill. Fill used to increase the elevation of the tloor slab should meet requirements detailed in the
Structunal Fill section. Fill materials must be compacted to a minimum 95 percent of maximum density as
determined by ASTM D 1557.
Copyright O 20 I I lvkrterials Testing & lnspection. lnc
2791 South Victory View way o
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com "
www.mti-id.com
IMATGUAL\-
TESTING &
INISPCCTIOTV b I 20627g_geotech.docx
El trnriironmerrtal Seruices tr Geotechnical Engineering tr Construction tr Speciai !nspectror.ts
ililaierials Testing
A free-draining granular mat (drainage fill course) should be provided below slabs-on-grade. This should be
a minimum of 4 inches in thickness and properly compacted. The mat should consist of a sand and gravel
mixture, complying with Idaho Standards for Public Works Construction (ISPWC) specifications for
3/a-inch
(Type 1) crushed aggregate. A moisture-retarder should be placed beneath floor slabs to minimize potential
ground moisture effects on moisture-sensitive floor coverings. The moisture-retarder should be at least l5-mil
in thickness and have a perrneance of less than 0.01 US perms as determined by ASTM E 96. Placement of
the moisture-retarder will require special consideration with regard to effects on the slab-on-grade. The
granular mat should be compacted to no less than 95 percent of maximum density as determined by ASTM D
1557. Upon request, MTI can provide further consultation regarding installation.
Recommended Pavement Sections
As required by Ada County Highway District, MTI has used a traffic index of 6 to determine the necessary
pavement cross-sections for the site. MTI has made assumptions for traffic loading variables based on the
character of the proposed construction. The Client should review these assumptions to make sure they reflect
intended use and loadins of pavements both now and in the future. MTI collected a sample of near-surface
soils for Resistance Value (R-value) testing representative of soils to depths of I to 3 feet bgs. This sample,
consisting of lean clay soils collected from test pit 4, yielded a R-value of 8. The following are minimum
thickness requirements for assured pavement function. Depending on site conditions, additional work, e.g.
soil preparation, may be required to support construction equipment. These have been listed within the Soft
Subgrade Soils subsection. Results of the test are graphically depicted in the Appendix.
Flexible Pavement Sections
The Gravel Equivalent Method, as defined in Section 500 of the State of ldaho Department of Transportation
(ITD) Materials Manual, was used to develop the pavement section. Ada County Highway District (ACHD)
parameters for traffic index and substitution ratios, which were obtained from the ACHD Development Policy
Manual, were also used in the design. Calculation sheets provided in the Appendix indicate the soils
constant, traffic loading, traffic projections, and material constants used to calculate the pavement sections.
MTI recommends that materials used in the construction of asphaltic concrete pavements meet the
requirements of the Idaho Standards for Public Works Construction (ISPWC) specifications. Construction of
the pavement section should be in accordance with these specifications and should adhere to guidelines
recommended in the section on Construction Considerations.
Gravel uivalent Method Flexible Favement S cifications
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Page# 11 of28
AsphalticInches Concrete 3.0
CrushedInches Aggregate Base 4.0
StructuralInches Subbase 12.0
CompactedRequired Subgrade Not
at the
Copyright @ 20 l2 iVlaterials Testing & lnspection, Inc.
time of construction.
2791 South Victory View Way "
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El Enrrironmental Seryices
Asphaltic Concrete:
Aggregate Base:
Structural Subbase:
tr Geotechnical t'l O Construction ltrlaiei-ials tr
Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III plant mix.
Materials shallbe placed in accordance with ISPWC Standard Specifications for Highway
Construction.
Material complying with ISPWC Standards for Crushed Aggregate Materials.
Material complying with requirements for granular struclural fill (uncrushed) as defined in
ISPWC.
Common Pavement Section Construction Issues
The subgrade upon which above pavement sections are to be constructed must be properly stripped,
inspecte{ and pioof-rolled. proof
rolling of subgrade soils should be accomplished using a heavy rubber-
tired, fuliy loaded, tandem-axle dump truck or equivalent. Verification of subgrade competence by
a
qualified geotechnical engineer o,
"rgin..ring
technician at the time of construction is recommended. Fill
materials on the site musi demonstrate the indicated compaction prior to placing material in support of the
pavement section. MTI anticipates that pavement areas will be subjected to moderate traffic. Subgrade clays
and silts near and above optimum moisture contents may tend to pump. Pumping or soft areas must
be
removed and replaced with structural fill.
Fill material and aggregates in support of the pavement section must be compacted to no less than 95
percent
of the maximum ai/aensitv as deiermined by ASTM D 698 for flexible pavements and by ASTM D
1557 for
rigid pavements. Ii a mateiial placed as a pavement section component cannot be tested by usual compaction
t"itirrg methods, then compaciion of that material must be approved by observed proof rolling. Minor
deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid
pavement support courses should not be visually detectable'
CoNsrRucrIoN CoxsmenauoNs
Recommendations in this report are based upon sffuctural elements of the project being founded on
competent
undisturbed native silt soilsor compacted itructural fill. Structural areas should be stripped to an elevation
that exposes these soil tYPes.
Eanthwork
Excessively organic soils, deleterious materials, or disturbed soils generally undergo high volume
changes
when subjecteJ to loads, which is detrimental to subgrade behavior in the area of pavements, floor
slabs'
structural fills, and foundations. Matiu'e trees, brush, and thick grasses with associated root
systems were
noted at the time of our investigation. It is recommended that organic or disturbed soils, if
encountered, be
removed to depths of I foot (m'inimum), and wasted or stockpited lor later use. Stripping
depths should be
adjusted in the field to assure that the entire root zone or disturbed zone (plow depths) or
topsoil are removed
prior to placement and compaction of structural fill materials. Exact removal depths should be
determined
during grading op"ru,ion, bi a qualified geotechnical representative,
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B Fn'rironmeirtal Seiriices tr Geoiechnical
=nq,neerinq E Construciion Viateiials
Testinq D Special lnspectiotrs
developed as the result of such removal must be backfilled with structural fill materials as defined in
the
Structural F iltr section.
MTI should oversee subgrade conditions (i.e., moisture content) as well as placement and compactionof new
fill (if required) after native soils are excavated to design grade. Recommendations for structural fill
presented ln this report can be used to minimize volume changes and differential settlements that are
detrimental to the behavior of footings, pavements, and floor slabs. Sufficient density tests should
be
performed to properly monitor compaction. For structural fiII beneath building structures, one in-place
iersity test pei lift fo; every 5,000 ,q,rur" feet is recommended. In parking and driveway areas,
this can be
decreased to one test per Iift for every 10,000 square feet.
Dry Weather
If construction is to be conducted during dry seasonal conditions, many problems associated with soft soils
may be avoided. However, some rutting of subgrade soils may be induced by shallow groundwater
conditions related to springlime runoff or irrlgation activities during late summer through early fall. Solutions
to problems associatei wi-th soft subgrade soilr *. outlined in the Soft Subgrade Soils section. Problems
may also arise because of lack of moiiture in native and fill soils at time of placement. This will
require the
addition of water to achieve near-optimum moisture levels. Low-cohesion soils exposed in excavations may
become friable, increasing chances of sloughing or caving. Measures to control excessive dust should
be
considered as part of the overall health and safety management plan.
Wet Weathen
If construction is to be conducted during wet seasonal conditions (commonly from mid-November through
May), problems associated with soft soils must be considered as parl of the construction plan. During
this
timl'oi year, fine-grained soils such as silts and clays will become unstable with increased
moisture content,
and erentually deform or rut. Additionally, constant low temperatures reduce the possibility of drying soils to
near optimum conditions.
Soft Subgnade Soitrs
Shallow fine-grained subgrade soils that are high in moisture content should be expected to pump
and rut
under construction trafficl During periods of wet weather, construction may become very diftjcult if not
impossible. The following recommendations and options have been included for dealing with soft subgrade
conditions:
o Track-mounted vehicles should be used to strip the subgrade of root mafier and other deleterious
debris. Heavy rubber-tired equipment should be prohibited fi'om operating directly on the native
subgrade and areas in which structural fill matelials have been placed. Construction traffic should
be
restricted to designated roadways that do not cross, or cross on a limited basis, proposed roadway or
parking areas.
Construction roadways on soft subgrade soils should consist of a minimum 2-foot thickness of large
cobbles of 4 to 6 inches in diameter with sufficient sand and fines to fill voids. Construction entrances
should consist of a 6-inch thickness of clean, 2-inch minimum, angular drain-rocl< and must be
a
Copyright @ 2012 Materials Testing & lnspeotion. Inc.
o
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i-l Environmental Senrices B Geotechnical t--nqineerinq
Q Constructio n iVlateiials Testiirq tr Speci al Inspections
minimum of 10 feet wide and 30 to 50 feet long. During the construction process, top dressing of the
entrance may be required for maintenance.
Scarification and aeration of subgrade soils can be employed to reduce the moisture content of wet
subgrade soils. After stripping is complete, the exposed subgrade should be ripped or disked to a
depth of l% feet and allowed to air dry for 2 to 4 weeks. Furlher disking should be performed on a
weekly basis to aid the aeration process.
Alternative soil stabilization methods include use of geotextiles, lime, and cetnent stabilization. MTI
is available to provide recommendations and guidelines at your request.
Frozen Subgrade Soils
prior to placement of structural fill materials or foundation elements, frozen subgrade soils must
either be
allowed io thaw or be stripped to depths that expose non-frozen soils and wasted or stockpiled for later use.
Stockpiled materials must be allowed to thaw and return to near-optimal conditions prior to use as structural
fi11.
Structural Fill
Soils recornmended for use as structural fill are those classified as GW, GP, SW, and SP in accordance with
the Unified Soil Classification System (USCS) (ASTM D 2487). Use of silty soils (USCS designation of
GM, SM, and ML) as structural fill may be acceptable. However. use of siltv soils (GM.
SM. and ML) as
structural fill below footin&s is prohibited. These materials require very high moisture contents for
."1np*t'*, *d require a long time to dry out if natural moisture contents are too high and may also be
susciptible to frost h"uu. under certain conditions. Therefore these materials can be quite difficult to w-ork
with is moisture content, lift thickness, and compactive effort becomes difficult to control. If silty soil is used
for structural fill, lift thicknesses should not exceed 6 inches (loose), and fill material moisture must be
closely monitored at both the working elevation and the elevations of materials already placed. Following
placement, silty soils must be protected from degradation resulting from construction traffic or subsequent
construction.
Recommended granular structural fill materials, those classified as GW, GP, SW, and SP, should consist of a
6-inch minus select, clean, granular soil with no more than 50 percent oversize (greater than %-inch) material
and no more than 12 percent fines (passing No. 200 sieve). These fill materials should be placed in layers not
to exceed 12 inches in loose thickness. Prior to placement of structural t'ill materials, surfaces must be
prepared as outlined in the Construction Considerations section. Structural fiIl material should be moisture-
conditioned to achieve optimum moisture content prior to compaction. For structural fill below tbotings,
areas of compacted backfill must extend outside the perimeter of the footing for a distance equal to the
thickness of fill between the bottom of foundation and underlying soils, or 5 feet, whichever is less.
Each layer of structural fill must be compacted, as outlined below:
n Below Structures and Rigid Pavements: A minimum of 95 percent of the maximum dry density as
detennined by ASTM D 1557.
" Below Flexible Pavements: A minimum of
92 percent of the rnaximum dry density as determined by
ASTM D 1557 or 95 percent of the maximum dry density as detetmined by ASTM D 698.
Copyright @ 20 I 2 Ivlaterials Testing & Inspcction. Inc.
o
o
2791 South Victory View Way "
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(208) 376'4748 "
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lMA"['€LAL'\_
TGs-fl[VG t,
INIsP€CTIO[\I
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0 trn,rironntenial tr Special lnspections
Seivices tr Geoiechnicai Errqineerirrq O Construction iVlaterials Testing
The ASTM D lS57 test method must be used for samples containing up to 40 percent oversize (greater than
%-inch) particles. If material contains more than 40 percent but less than 50 percent oversize particles,
compacti,on of fill must be confirmed by proof rolling each lift with a lO-ton vibratory roller (or equivalent)
untif the maximum density has been achieved. Density testing must be performed after each proof rolling
pass until the in-place density test results indicate a drop (or no increase) in the dry density, det-rned as the
maximum density or "break over" point. The number of required passes should be used as the requirement on
the remainder of fi11 placement. Material should contain sufficient fines to fill void spaces, and must not
contain more than 50 percent oversize particles.
Backfi[ of Waltrs
Backfill materials must conform to the requirements of structural fill, as defined in this report. For wall
heights greater than 2,5 feet, the maximum material size should not exceed 4 inches in diameter. Placing
oue-,sir.i material against rigid surfaces interferes with proper compaction, and can induce excessive point
loads on walls. gaclfiil shall
not commence until the wail has gained sufficient strenglh to resist placement
and compaction forces. Further, retaining walls above 2.5 feet in height shall be backfilled in a manner that
will limiithe potential for damage from compaction methods and/or equipment. It is recommended that only
small hald-operated compaction equipment be used for compaction of backfill within a horizontal distance
equal to the height of the wall, measured from the back face of the wall.
Backfill should be compacted in accordance with the specifications for strucfural fill, except in those areas
where it is determined that future settlement is not a concern, such as planter areas- In nonstructural areas,
backfill must be compacted to a firm and unyielding condition.
Excavations
Shallow excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching
vertical. Below this depth, it is recommended that slopes be constructed in accordance with Occupational
Safety and Health Aclministration (OSHA) regulations, section 1926, subpart P. Based on these regulations,
on-siie soils are classified as type "C" soil, and as such, excavations within these soils should be constructed
at a maximum slope of l% foot horizontal to I foot vertical (l%H:lV) for excavations up to 20 feet in height.
Excavations in excess of 20 feet will require additional analysis, Note that these slope angles are considered
and
During our subsurface exploration, test pit sidewalls generally exhibited little indication of collapse; hor,vever.
sloughlng of fill materials and native granular sediments from test pit sidewalls was observed, particularly
aft"ipen.tration of the water table. For deep excavations, native granular sediments cannot be expected to
,.,,,uin in position. These materials are prone to failure and may collapse, thereby, undermining upper soils
layers. This is especially true when excavations approach depths near the water table. Care must be taken to
.nrur. that excavitions are properly backfilled in accordance with procedures outlined in this report.
Shallow soil cementation (caliche) was observed throughout much of the site and may cause difficulties
during foundation development and utility placement. Cemented soils should be anticipated throughout the
site aidepths ofjust less than one foot to roughly 4% feetbgs'
Copyright @ 20 l2 Matcrials Tcsting & Ittspection. lnc
2791 South Victory Viewway ' Boise,lD 83709
" (208) 376-4748 ' Fax (208)322-6515
mti@mti-id.com' www.mti-id.com
MATE(/.\LL.
TESTINIG f'
INISP€CTION
\/ \/ 19 July 2012
Page # 16 of28
b1206279 geotech.docx
Ilnspections Errvironmeniai al
Seniicas O Geotechnica I Enqineerir.rq O Ccnstruciion tulaterials Testing Q SPeci
Groundwater Control
Groundwater was encountered during the investigation but is anticipated to be below the depth of most
construction. If recommended, excavations below the water table will require a dewatering program.
Dewatering will be required prior to placement of fill materials. Placement of concrete can be accomplished
through *ut", by the use of a-treme. It may be possible to discharge dewatering effluent to remote portions of
the site, to a sump, or to a pit. This will essentially recycle effluent, thus eliminating the need to enter
into
agreements with local drainage authorities. Shouldthe scope of theproposedproject change, MTI should
be
contacted to provide more detailed groundwater control measures.
Special precautions may be required for control of surface runoff and subsurface seepage. It is recommended
that runoff be directed away horn op", excavations. Silty or clayey soils may become soft and pump if
subjected to excessive traffrc duringiime of surface runoff. Ponded water in construction areas
should be
drained through methods such as trenching, sloping, crowning grades, nightly smooth drum roliing, or
installing a F-rench drain system. Additionally, temporary or permanent driveway sections should
be
constructed if extended wet weather is forecasted.
GnNrnat ConnvreNrs
When plans and specifications are complete, or if significant changes are made in the character or location
of
the proposed development, consultation with MTI should be ananged as supplementary
recommendations
may be required. It is recommended that suitability of subgrade soils and compaction of structural
fill
materials be verihed prior to placement of structural elements. Additionally, monitoring arid testing
should
be performed to verify that iuitable materials are used for structural fill and that proper
placement and
compaction techniques are utilized.
Copyright @ 20 I 2 Nlaterials Testing & lnspection' lnc.
2791 south victoryviewway o
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-icl.com " www.mti-id.com
TMATCLAL',v
TGSTING T,
INISF'€CTION
\/ \/ 19 luJy 2012
Page# 17 of28
b I 20627g_geotech.docx
E Enrrironmental Seruices El Geotechnical Enqineerincl EI Corrstrr-rctiori i\rlaierials Tesiirrq tr Speci al Inspections
RrranpNcps
American Society for Testing and Materials (ASTM) (2004). Standard Test Method for Materials Finer than 75-pm [No.
200) Sieve
in Mineral Aegreeates bv Washins: ASTM C I l7 -
04. West Conshohocken, PA: ASTM'
American Society for Testing and Materials (ASTM) (2006). Standard Test Method for Sieve Analysis of
Fine and Coarse
Aeeregates: ASTM C 136 - 06. West Conshohocken, PA: ASTM'
American Sociery for Testing and Materials (ASTM) (2007). standard Test Methods for Laboratory compaction
characteristics of
Soil Using Standard Effort D 698-07e1. West Conshohocken, PA: ASTM'
American Society for Testing and Materials (ASTM) (2009). Standard Test Methods tbr Laboratorv
Compaction Characteristics of
Soil Usins Modified Effort D 1557-09. West Conshohocken, PA: ASTM'
American Society for Testing and Materials (ASTM) (2007). Standard Test Methods for Resistance Value
(R-Value) and
Expansion Piessure of Compacted Soils. ASTM D 2844-07e I . West Conshohocken, PA: ASTM.
American Society for Testing and Materials (ASTM) (2011). Standard Practice
for Classification of Soils for Engineering PurPoses
(Unified soii classification Svstem) D2487-l l. west conshohocken, PA: ASTM.
American Society for Testing and Materials (ASTM) (2010). Standard Test Methods for Liquid Limit.
Plastic Limit. and PlasticiN
Index of Soils; ASTM D 43 I 8 - 10. West Conshohocken, PA: ASTM'
American Society of State Highway and Transportation officials (AASHTo) (1993). AASHTo Guide for
Design of Pavement
Stmctures 1993. Washington, D. C.: AASHTO'
Collett, R. A., U. S. Department of Agriculrure, Soil Conservation Service. (1980). Soil
Survey of Ada Countv Area. Idaho.
Washington, DC: U. S. Government Printing Office'
Desert Research l,stitute. western Regional Climate center. fonline]
Available: <hnp://www.wrcc.dri.edr-r/> (20 l2).
lnternational Building Code Council (2009). International Buildins Code. 2009. Country Club Hills, IL: Author.
LocalHighway TechnicalAssistance Council(LHTAC) (2010), Idaho Standards for Pubtic Works Construction.20l0.
Boise, ID:
Author.
Othberg, K. L. and Stanford, L. A., ldaho Geologic Sociery (1992). Geoloeic Mapof the Boise Vallev
and Adjoinins. Area. Western
Snike River plain.
Idaho. (scale 1:100.000). Boise, Idaho: Joslyn and Morris.
State of Idaho, Department of Health and welfare, Department of Environmental Quality.
(July 201l). Technical Guidance Manual
For Individuai and Subsurface sewage Disposal Systems. Boise, Idaho: Author.
U. S. Department of Agriculrure, Natural Resource Conservation Service. Web Soil Survey' [Online]
Available:
<http://websoilsurvey.nrcs.usda.gov/app/> (20 12).
U. S. Dept. of Labor, Occupational Safefy and Health Administration. "CFR 29. Part 1926. subpart P: Safer.v and Health
Reeulations for Construction. Excavations. (1986)".
[Online] Available: < www.osha.gov>
(20 l2).
U. S. Geological Survey. (201I). National Water Information System: Web Interface.
[Online] Available:
<htfp://waterdata.us gs. gov/nwis> (20 I 2).
Copyright @ 2012 lvlaterials Testing & lnspection. lnc.
IVIATG: v\AL'/
TCSTING Ft
INISP€CTIONT
v v 19 luly 2012
Page # 18 of28
b120627g seotech.docx
D Er-rrlirorrmental Seniices f,l Geotechnical Enqineerinq El Construction B Soecial lnspections
i\ilater-ials Testinq
AASHTO:
ACCP:
ACHD:
ASTM:
AU:
bgs:
CB:
CBR:
D:
DB:
DM:
GS:
IBC:
ISPWC:
ITD:
LL:
M:
MSL:
N:
NP:
PCCP:
PERM:
PT:
PID:
PVC:
Qc:
Qp:
Qu:
SPT:
SS:
ST:
USCS:
USDA:
UST:
V:
WT:
Apprx-orcns
AcnoNvna Lrsr
American Association of State Highway and Transportation Officials
Asphalt Cement Concrete Pavement
Ada Counry Highway District
American Society for Testing and Materials
Auger sample
below ground surface
Carbide bit
Cal ifomia Bearing Ratio
natural dry unit weight, pcf
diamond bit
Dames & Moore sampling tube
grab sample
International Building Code
Idaho Standards for Public Works Construction
& [MAT€U\[-v
T'ESTI[\IG &
INSPECTIONU
19 luly 2012
Page# 19 of 28
b I 20627g_geotech.docx
trl En'zironmenial Serrrices E Geotechrrical Enqineerinq 0 Construction
iVlaterials l-estinq trS a I Insi:eciions
GeorncuNrcAl GENERAL NorES
SPT Blow Counts SPT Blow Counts (N)
Coanse-Grained Soils (N) Fine-Grained Soils
Verv Loose: <4 Very Soft:
Loose 4-10 Soft: 2-4
Medium Dense 1 0-30 Medium Stiff: 4-8
Dense 30-50 sriff:58-r
Very Dense >50 Very Stiff: r5-30
Hard: >30
DescriptionTest Field
Crumbles or breaks with handling or
slight finge1a1ggqure
Weakly
Crumbles or beaks with considerable
finger pressure
Moderately
Will not crumble or break with finger
Strongly
pressure
DescriptionTest Field
Dry Absence of moisture, dusty, dry to touch
Moist Damp but not visible moisture
Visible free water, usually soil is below
water table
Wet
Coarse-mmGrained Sand: 5mm to 0.6 Silts: 0.075 to 0.005
Boulders >12 in.
0.6 to 0.2 mm Clays: <0.005 mm
Cobbles: 12to3in Medium-Grained Sand:
Gravel 3in.to5mm Fine-Grained Sand: 0.2 to 0.075 mm
GW Well-finesgraded ls; gravel/sand mixtures with little or no
GP Poorly-graded gravels; gravel/sand mixtures with Iittle or no fines
GM Silty grave ls; poorly-graded gravel/sandlsilt mixtures
GC Clayey gravels; poorly-graded gravel/sand/clay mixtures
Gravel & Gravelly
Soils
<5j%o
coarse fraction
passes No.4 sieve
SW Well-graded sands; gravelly sands with little or no fines
SP Poorly-graded sands; gravelly sands with little or no fines
SIVImixtures Silry sands; poorly-graded sand/gravel/silt
Clayey sands; poorly-graded sand/graveVclay mixtures
Sand & Sandy
Soils
>5jYo
coarse fraction
passes No.4 sieve
Coarse-Grained
Soils
<5lYo
passes No.200
& EMATCL^Lv
T€STIIUG T,
INSP€CTIOTT
vv 19 luly 20lZ
Page # 20 of28
b I 20627s_seotech.docx
D Environmentai ecial lns;:ections
Seryices fl Geotechnical ingitreerirrg El Construciion i\zlaierials Testing D SP
GBorncuuICAL INvEsTIGATIoN Tesr Ftr Loc
Test pit Log #: TF-l Date Advanced: 5 Juty 20tr2 Logged by: Kevin tr . Schroeder, P.G
Excavated by: Struckman's Backhoe Service Location: See Site Map Flates
Depth to Water Table: 4.5 feet bgs Total Depth: 6.0 Feet bgs
Notes: Piezometer installed to 6.0 feet bgs.
Copyright @ 20 I 2. lvlaterials Testing & lnspection. lnc
Depth Field Description and
USCS Soil and Sediment Classification
Sample
Tvpe
Sample Depth
(Feet bss)
Qp
Lab
Test ID
0.0-2.9
Lean Clay (CL): Brown, slightly moist to wet,
stiff to very stiff.
--Organic material through the upper
"foot.
--Plow zone extends to I%
t.5-2.5
Silt (ML): Brotvn, moist to utet, hard.
-Weak calcitm carbonate cementatton
thro oLtt
4.5+
4.3-5.0
Silty Sand (SM): Brown, u'et to saturated, and
medium dense to dense.
5.0-6.0
Silty Grading to Poorly-Graded Sandy Gravel
(GM-GP) Brown, sahtrated, medittm dense to
dense.
--Si/rs extended through the upper several
inches.
--Gravel clasts are subrotmded to rounded
minns 4 inch cobbles, of predominately
2791 South Victory View \A/ay o
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com o www.mti'id.com
2.9-4.3
sranitic origin.
& IMATCI\-.,\LL
TESTINIG T,
IN5PECTIONI
vv 19 July 2012
Page # 2l of28
b I 20627 g_geotech.docx
D Environmental Services tr Geotechnical Enoineerincl O Construction i\iiaierials iestinq DS al I n$pecllolls
GsorsclrNICAL INvESTIGATIoN Tusr Ptr Loc
Test Pit Log #: TP-2 Date Advanced: 5 Jutry 2012 Logged by: Kevin I-. Schroeder, F.G.
Excavated by: Struckman's Backhoe Service Location: See Site Map Flafes
Depth to Water Table: 5.7 feet bgs Total Depth: 6.5 Feet bgs
Cop-vright @ 20 I 2 lvlatcrials Testtng & lnspection. Inc.
Depth
(Feet bgs)
Field Description and
USCS Soil and Sediment Classification
Samptre
Type
Sample Depth
(Feet bgs) Qp
Lab
Test ID
0.0- 1.0 1.5-3.0
1.0-4.2
Lean Clay (CL): Brown to light brown, dry to
wet, stiffto verY stiff
-Organtc material through the upper half
foot.
--Plow zone (/ill) extends to roughlY I foot.
4.5+
Silt (ML): Brown, moist to
-Weak calcium carbonate
wet, hard.
cementation from
1.2 to 4.0
4.2-5.5
Silty Sand (SM): Brown, wet to satltrated,
medium dense to dense,
5.5-6.5
Silty Grading to Poorly-Graded Sandy Gravel
(GM-GP): Brown, wet to satltrated, medittm
dense to dense.
--Gravel clasts are subrormded to rounded
minus 4 inch cobbles, of predominately
granitic
2791 South Victory View Way o
Boise. lD 83709 . (208) 376-4748 " Fax (208)
322'6515
mti@mti-id.com " www.mti-id.com
& MIAT€E\-AL;
TCSTIIVG Er
INSPCCTIONI
\-/ v 19 luJy 2A12
Page # 22 of28
b I 20627g_geotech.docx
chnical Enqirreerinq B Construction tr/aterials Testing tr Special lnspeciions
f -n\/rror'rmerlial Setvlces Q Geote
GnoTBcRNICAL INvESTIGATIoN Tnst Ptr Loc
Test pit Log #: TP-3
Date Advanced: 5 .Iurly 20tr2 Logged by: Kevin L. Schroeder, P'G'
Excavated by: struckman's Backhoe service Location: see Site Map Flates
Depth to water Table: 5.5 feet bgs TotalDepth: 6.3 Feet bgs
Notes: Piezometer installed to 6'3 feet bgs'
Copyright @ 20 l2 iVlaterials Testing & lnspection' lnc.
Depth
(Feet bgs)
Field Description and Sample
USCS Soil and Sediment Classifi cation
Sample Depth
(Feet bgs)
Qp
Lab
Test [D
0.0-0.8
Lean Clay (CL): Brown to light brown,
slightly moist to v'et, stiff to hard.
-Organic material through the
upper
foot.
--Plow zone extends to ro t%
0.8-2.0
Silt (ML) : Brown, moist to vtet, hard.
--Weak calctum carbonate cementation
t
2.0-3.6
Lean Clay (CL) Ltght brou,n, slightlY moist,
to hard.
3.6-4.3
4.3-6.3
Silt Grading to SiltY Sand (ML-SM): Brown,
slightly moist to wet, and medium dense to
dense.
--Weak calciwn carbonate cementation
thro
Poorly-Graded
wet to saturated,
Sandy Gravel (GP): Brotvn,
medium dense to dense.
--Gravel clasts are subrotmded to rounded
ntinus 6 inch cobbles, of predominately
granitic
2791 South Victory View Way o
Boise, lD 83709 ' (208) 376-4748 ' Fax (208) 322'6515
mti@mti-id.com " www.mti-id.com
& MIATCL-,\[-:.-
T€STINIG €,
ITUSPECTIOIT
\-/ V 19 luly 2012
Page# 23 of28
b120627s, geotech.docx
tl Environmenial Senrices lnsDections
tr Geotech nical Enqineei'inq Q Construction i\iiaterrals Testing Q Special
GeorEcsNICAL INvESTIGATIoN Tasr Ptr Loc
Test Pit Log #: TP-4 Date Advanced: 5 .truly 2012
Excavated by: Struckman's Backhoe Service
Depth to Water Table: 4.5 feet bgs
Notes: Piezometer installed to 6.1 feet bgs.
Logged by: Kevin L. Schroeder, P.G.
Location: See Site Map Flates
TotalDepth: 6.1 Feet bgs
Copy-right @ 20 | I ivlaterials 'lesting
& Inspection, Inc.
Depth
(Feet bgs)
Field Description and
USCS Soil and Sediment Classification
Sample
Type
Sample Depth
fFeet bgs)
Qp
Lab Test
ID
0.0-1.0
Road Fill (Fill SM): Somewhat variable silty
sand fills with minor vels
L0-2.0
Lean Clay (CL): Brown, slightly moist to wet,
to hard.
Bulk r.0-2.0
4.0-
4.5+
A
R-Value=8
2.0-4.0
Silt (ML): Brown to light broY'n, slightly
moist to moist, hard.
-Weak calcium carbonate cementation
4.5+
4.0-6.1
Silty Grading to Poorly-Graded Sandy Gravel
(GM-GP): Brown, saturated, medium dense to
dense.
--Si/rs extended throttgh the upper halffoot.
--Gravel clasts are subrottnded to rounded
miru.ts 4 inch cobbles, of predontinately
granitic origin.
Lab Test ID M Ll- PI Sieve
% #4 #10 #40 #100 #200
A 2t.5 JJ l2 99 99 94 9l 87.0
2791 South Victory View Vl/ay . Boise, lD 83709 "
(208) 376-4748 o Fax (208)
322-6515
mtl@mti-id.com " www.mti-id.com
MATCi\-ALi-,
T€STING t'
It$5PCCT!ONI
\JV 19 July 2012
Page# 24of28
b I 20627g_geotech.docx
E En,rironmental Seryices tr Geoiech nical Enoirreerincl tr ConstrLrctio n i\llaterials Testinq E Special lnspections
GBoTncRNICAL INVESTIcATIoN Tssr Ptr Loc
Test Pit Log #: TP-5 Date Advanced: 5 July 2012
Excavated by: Struckman's Backhoe Service
Depth to Water Table: 3.9 feet bgs
Logged by: Kevin L. Schroeder, P.G.
Location: See Site Map Flates
Total Depth: 7.2 Feet bgs
Depth
(Feet bgs)
Field Description and
USCS Soil and Sediment Classification
Sample
Type
Sample Depth
(Feet bgs)
Qp
Lab
Test ID
0.0-0.9
0.9-3.2
Lean Clay (CL): Brou)n, drY to sltghtly moist,
stiff to very stiff,
-Organic material through the upper half
foor
*Plow zone (fill) extends to roughly 1.fug!.
Silt (ML): Brov,n, moist to wet,
-LVeak calcium carbonate
cem
hard.
entation to 2.0
and below
3.2-3.9
Silty Sand (SM): Brown, slig
medium dense to dense.
htly moist to wet,
3.9-7 .2
Silty Grading to Poorly-Graded Sandy Gravel
(GM-GP): Brotvn, saturated, medium dense to
dense.
--Gravel clasts are subrounded to rounded
minus 2 inch gravels, of predominately
granitic origin.
Test Pit Log #: TP-6 Date Advanced: 5 July 2012
Excavated by: Struckman's Backhoe Service
Depth to Water Table: 6.3 feet bgs
Logged by: Kevin L. Schroeder, P.G.
Location: See Site Map Plates
Total Depth: 6.5 Feet bgs
Depth
(Feet bes)
Field Description and
USCS Soil and Sediment Classification
Sample Sarnple Depth
& IMAT€N3[-rz
T€STING T,
INISPCCTIONI
\-/ \r' 19 luly 2012
Page # 25 of28
b l206271geotech.docx
Q Enrrironmental Services tr Geotechnical Enqineerirrq El Consti"uction
i\rlaterials Testinq O Speci al lnspections
PNvemcnt Section Design Location: Proposed Huskey Properry Subdivision, Truck Access
Average Daily Traffic Couht:
Design Life:
Traffic lndex:
20
6.00
All Lanes & Both Directions
Years
Climatc Factor:
Subgrade CllR Value:
I
4
R-Value of Subgrade:
Subgrade IVIr:
8.00
6,000
R-Valuc of Aggregate Base:
R-Value of Granular Borrorv:
Subgrade R'Value:
Expansion Pressure of Subgradc:
Unit Weight of Base IVlaterials:
80
60
8
0.85
r30
Total Design Life 18 kiP ESAL's:
ASPHALTIC CONCRETE:
Gravel Equivalent, Calcuhted:
Thickness:
Gravel Equivllent' ACTUAL:
CRUSI'IED T\GGREGATE BASE:
Gravcl Equivalent (Brllast):
Thickncss:
Gravel Equivalent' ACTU.{L:
GR{NULAR BORROW:
Gravel Equivalcnt (B:lllast):
Thickness:
Gravel Equiv:rlent' ACTU'{L:
33,131
0.381
0.t96923077
0.49
0.768 (if only aggregate
0.255
0.854
base is to be considered Bl4 to Bl
1.766
0.91 2
r.851
TOTAL Thicl<ness:
Thickness Requircd by Exp. Pressure:
& TMATCT\.,ALL,
TCSTINIG ET
ITVSP€CTIOhI
\J V 19 JuIy 2012
Page # 26 of28
b I 20627g_geotech.docx
fllrrspections Errrrironrnental Seryices al
El Geoteclrnical Enqineerinq E Construction tulaterials Testing tr SPeci
R-Vu.un LanonaroRY TEST Darn
R-Value @200 psi Exudation
Pressune = 8
Source and DescriPtion: TP-4, 1.0'-3.0' -
Lean Clay
Date Obtained: July 9,2012
Sample ID: l2-7303
Sampling and
Freparation:
ASTM D75: AASHTO T2: X
ASTM
D42l:
AASHTO
T87:
X
Test Standard:
ASTM
D2844:
AASHTO
T190:
Idaho T8 x
Sample A B C
Dry Density Qb/ry) 92.2
90.4 88.1
Moisture Content (%) 16.3 18.2 20.0
Expansion Pfg$glglPg1l 1.20 0.93 0.69
Exudation Pressure (psi) 401 252 t20
R-Value 11 9 7
R-Value @ Exudation Pressure
12.0
I 10.0
6
E,
8.0
60
450 400 350 300 250
Exudation Pressure (Psi)
200 150 100
Cop),right @ 20 I 2 lvlaterials Tcsting & lnspccrion, Inc.
2791 South Victory View Way "
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com . www.mti-id.com
Vicin1 Map Plate
Location
,..1'
JJ ET
E
l-1.:+.11i1-ia.i-l i r rrHi-l.rt.r-j{,it-i.r.l-ti1.i.hhi{
w EBaNKLlrlllit
: ,|,
[['
."
t
55
I
')
f
t
. Sortrta . ,
. , , ,1..__r
i
t-
I
/
& MnreRnus
Tesrue e,
lruspecrloru
2791 S. Victory View Way Phone: 208 376'4748
Boise, lD 83709-2835 Fax: 208 322-6515
E-mail: mfi@mti-id.@m
MAP NOTES:
" Delorme Skeet
" Not to Scale
Atlas
LEGEND
Approximate
Location
North Ten
Meridian, lD
Modifiod from DeLorme by: EB
18 July 2012
Drawing: 81206279
(
(
(
.t.
i- -.
I
I
''
i-*-*r*
" Not to Scale
LEGEND
Approximate Site
Boundary
Approximate MTI Test
Pit Location
Approximate MTI Test
Pit Location with
Piezometer
North Ten Mile Road
Meridian, lD
Modified by: EB
1B luly 2012
Drawing: 81206279
E
(
(
Site2 Ma Plate
{ r
\
l! ,q",
r{-
!,il,d
l_r
I
)
Y.
(
4
::u Ed
K
!@
3 *",
I m,:,
& MRreRnus
TCsTING f,
lruspecront
2791 S. Victory View Way Phone: 208 376-4748
Boise, lD 83709-2835 Fax: 208 322-6515
E-mail: mti@mti-id.cm
z.
-m -t
z.
-m
7
o
I
t)
F:=_:_
735
l,-
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I
i
t
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t
I
I
I
& MIATCI\#\LI-.
TESTING Er
INSP€CTION
J V
Inspections Enrrironmentai Seryices 0 Geoteclrnical Enqineerinq Q Construction i\iiateriais Tesiinq tr I
GeorecxNtcAL €ruqrueeRlNG RePoRr
of
Leonard Huskeg ProPertg
Norttr Ten Mile Road
Meridian. lD
Prepaned for:
€nglneerfmg SolqJtions" LLP
rceg hlorth Rosario, Stltte iOO
IMerldiam" lD 8364e
M-l'! File Nlurnber tslPO6P7E
2791 South Victory View Way "
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com "
www.mti-id.com
E Environmental Services tr Geotechnical
fvrATqJA\_-
T€STING T,
IN5PECTION
.J ,v 9 August 2012
Page# I ofl
grv letter 8-9-12
Enqineerinq E Construction I\liaterials Testinq tr SPecial lnspections
Mr. Thomas Coleman
Coleman Homes
1859 South Topaz W"Y, Suite 200
Meridiann lD 83642
208-424-0020
Re: Groundwater Levels
Oaks and Iluskey Property Well Monitoring
Ten Mile & Ustick and McMillian & McDermott
Meridian,ID
Dear Mr. Coleman:
This letter is to veriff seasonal high groundwater as determined through regular monitoring unavailable at the
time of the previously issued-M1l Geotechnical Engineering Reports (B1109909 and 81206279).
Description, oi g.n.rul site characteristics and the proposed projects are available in the previous reports'
Untess otherwise noted in this letter, all initial recommendations, limitations, and warranties expressed in the
previous reports must be adhered to.
The following tables represents groundwater data collected for each site. It should be noted that these levels
will fluctuate from year to year, and are limited to the data collected.
McMillan Subdivision
MTI will continue to monitor these wells on a bi-weekly basis. MTI appreciates this opporrunify to be of
service to you and looks forward to working with you in the future. If you have questions,
please call (208)
376-4748.
Respectfully Submitted,
Materials Testing & Inspection, Inc.
tE^LilB*.*
Elizabeth Brown- P.E.
Geotechnical Engineer
Reviewed by
Geotechnical Services Manager
Copyright @ 201 2 Mate rials ltsting & lnspcction. Inc.
TP-4 TP.6
November 9,2011 9.6 5.0 6.5
August 8,2012 6.25 3.25 3.4
5,2012 4.5
tP-4
4.5 5.5
August 3,2012 3.22 3.63 3.81
2791 South Victory View Way ' Boise, lD 83709 ' (208) 376-4748 ' Fax (208) 322-6515
mti@mti-id.com . www.mti-id.com
TP.1
TP.1
t.
Date MoniJored
v v \-/ \-/
# iffi;*' .rr* Sara M. Baker, President
lohn S. Franden, Vice President
Rebecca W. Arnold, Commissioner
Mitchell A. Jaurena, Commissioner
eoffido *2.;o. Jim D. Hansen, Commissioner
May 14,2013
Engineering Solutions, LLP
Attn: Kathy Stroschein, P.E.
Sent via e-mail: es-kathv@qwest.net
RE: lsola Creek Subdivision No. 1
PLAN REVIEW ACCEPT
The District has reviewed the plans for the above referenced project, and they are accepted for public
street construction once the following items are completed:
1. Provide a specification for the monitoring wells. E-mail correspondence with Engineer
indicated change was going to be made.
2. No Parking signs shall be oriented at a 45" to the street.
3. Plan approval is only for those facilities and improvements constructed with this plat.
4. Comply with all Standard Requirements of approval.
By stamping and signing the improvement plans, the Registered Engineer ensures the District that the
plans conform to all District policies and standards. Variances or waivers must be specifically and
previously approved by the District in writing. Acceptance of the improvement plans by the District
does not relieve the Registered Engineer of these responsibilities.
The fees and surety amount are shown on the attached checklist. Please provide original drawings to
be stamped and signed.
Required Pre-Construction Submittals:
1. Provide one-oriqinal set of civil plans for ACHD stamp and approval. lf after 9O-days the
original drawings are not received for ACHD stamp and signature, or if construction has
not commenced within six months, the acceptance will no longer be recognized. The Civil
plans will need to be re-reviewed and the additional review of $125 will be required.
of the stamped plans
to ACHD Development Review prior to scheduling a Pre-Construction Conference. The
ACHD lnspection Division will not schedule a Pre-Construction Conference or issue a permit for
work in the rightof-way until this is complete.
2. 48
. Submit signed lnspection Agreement
. Pay lnspection Fee Deposit
. Provide approved copy of plans
1
Ada County Highway District . 3775
Adams Street ' Garden City, ID '83714 ' PH 208 387-6100 . FX 345-7650. www.achdidaho.org
3. The owner applicant must submit a Sediment and Erosion Control/Construction Site
Discharge Control Narrative and Map prepared by a Certified Plan Designer to ACHD
lnspectlon Servlces for approval prior to scheduling a Pre-Construction Conference. Provide
the ACHD Inspection Division one copv of the Erosion & Sediment Control Plan for offsife
utilitv work i.e. the tvDewritten narrative & associated map for ACHD stamp and
approval. Note: this must be separate from what has been submitted for the subdivision work
Please go to the attached link for submittal requirements:
htto://www. achdidaho. oro/Dep artments/TechServices/Docs/Drainaoe/PlanGenReouire. pdf
4 Contact ACHD Development Review at 387-6284 to reouest the Pre-Construction
Conference. (lf the proiect
ls ln Merldlan. contact Dennv Cline at 489-0363 to schedule the
meetino) The Proconstruc{ion Conference will not be scheduled until all the above
condltlons are met
5. Provide additional sets of ACHD approved/signed construction plans for each contractor at time
of Pre-Con.
One Week prior to schedulinq signature of the final
plat the District will require the following
items to be completed. Note: All items required must be s u bm itted/com p leted and approved by
ACHD by 4:30 p,m. the Thursday before the scheduled commission meeting, in order to get the
plat on the agenda. A lqldlqglq of one week must be allowed for
ACHD to review submittals:
Letters of credit must be issued by an FDIC insured financial institution with a local branch in
Ada Countv. The letter of credit shall be for a term not less than six months and shall allow
ACHD to present documents to draw
po lhe letter of cre![tal]thqlecal branqh. ACHD shall be
the sole beneficiary of the financial surety (Attached is a description identifying surety
requirements).
4. Provide I %" x 11" vicinity map
5. Provide final plat mylar signed by the owner and notarized
6. Provide original signed License Agreement for landscaping within the parkway strips and within
the ACHD storm drain easement. Allow 3 weeks for processing.
7. Provide original signed permanent easement for the sidewalk. Allow 30 days for processing
after plans acceptance. Materials provided to ACHD for processing.
8. Provide temporary easement for the connection to Bridgetower Subdivision. Allow 30 days for
processing after plans acceptance. Materials provided to ACHD for processing.
1. Please note the new deadline for plat submittals. ALL items required prior to
plat approval
must be in by 4:30 p.m. the Thursday before the scheduled Commission meeting. Notice:
Because of additional time constraints, Development Review Staff will be hansitioning to a new
deadline of 4:30 p.m. the Wednesday before the scheduled Commission meeting.
2. All fees paid (plat, surety). Developer must provide a financial surety for the amount shown on
the attached surety calculation sheet. Acceptable forms of surety include cash, bank certificate
of deposit in ACHD's name, or irrevocable letter of credit. Note: Bonds are not an acceptable
surety.
3. Provide an exact I %" x 11" reduction of all sheets of the final plat mylar. Note, plat reduction
must be signed and stamped by the PLS.
The following submittals are required after
street improvements within the subdivision
or to District acce nce of the ublic
9. Provide original signed Master Storm Drain Confirmation Agreement
10. Submit to ldaho Department of Water Resources a Shallow lnlection Well -
Notice of
Construction / lnventory Form. Provide a copy of the form to the District prior to scheduling the
final plat for signature.
11. lf no surety has been provided for plat approval, ACHD Development Review Staff must
complete an exit review of the project. Please notify ACHD Staff prior to submittal of the final
plat, if this is the option that will be pursued. Please allow 2 weeks for completion of the exit
review. Note: Review of the Record Drawings must be completed during this process.
Required Post Construction Submittals:
Record Drawings, Engineer's Storm Drainage lnspection Certificate
construction and
of the
As-Built Conshuction Drawings
describing the change.
ldentify all changes and provide corresponding note
The District cannot accept the street and drainage improvements for public maintenance or release the
developer's financial surety until these requirements have been met.
Developer - Sent by Engineer
Project File
T
1. (1) 11x17 reduced copy, a CD with and the CAD files
Reouired Prior to ACHD Acceotance of the Streets for Maintenance:
1. Subdivision plat must be recorded; prior to ACHD accepting the streets for maintenance
ACHD Surety Requirements
Procedure Adopted February 21 ,2008
Minimum Suretv Amount
. For plat signature, the minimum surety requirement is the amount calculated at plans
acceptance or any subsequent increase in project scope.
Developer may request an inspection for surety reduction if construction is partially complete
meeting the following minimum:
o All concrete work must be complete per plans and ACHD standards and signed off
by lnspector by requesting a "Concrete Final" inspection. Once concrete is deemed
complete, only the estimated value for the concrete will be reduced from the surety.
o OR All storm drain and paving is complete per plans and ACHD standards and
signed off by Inspector, storm drain is only included in the reduction if paving is
complete.
To obtain plat signature with surety reduction punch list, Development Review may calculate
a reduced surety amount upon request.
For subdivisions with roadside swales that are incomplete, the mtnimum will not be less than
two times the swale deposit, plus any other punch list items. For subdivisions with required
bridge work that is incomplete, the minimum will not be less than tlvo times the cost estimate
for the bridge work, plus any other punch list items.
Suretv .Expiration For Letters of Credit, ACHD will attempt to send a written notice of expiration within 45-days
of expiration. lt is the developer and bank's responsibility to keep the surety current with
ACHD.
Letter of Credit extensions must be for minimum 90-davs
For plat signature with minimal punch list items (as
surety is $10,000.
determined by ACHD), the minimum
Construction final inspections must be scheduled l0-davs or more prior to demand
date
of the Letter of Credit. lf the work is not verified complete or final inspection scheduled
before 1O-days of the demand date, the Letter of Credit must be extended a minimum of 90-
days or ACHD will file demand on the Letter of Credit.
A minimum surety of $10,000 must be held until the ACHD Acceptance for Maintenance
letter is released.
FNOINEERINO
- laOlnninO and engineering communites lor lhe luture
DOIUTIONS..=
Mr. Steve O'Brien
Meridian Building Department
33 East Broadway
Meridian, ID 83642
HTprxff 1029 N. Rosario Street, Suite 100
Meridian,lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
LETTER OF TRANSMITTAL
To: Date:
Project Name:
Project Number:
2ltu20l4
Isola Creek Subdivision No. 1
121109
We are sendi
These are transmitted as indicated below:
Remarks
Copy to: File Signed:
5
Copies Dated Description
1 Record Drawinqs
x As Requested Approved as Submitted Submit for Distribution
For Review and
Comment/Signature
Price Final Plat Surety
J
1029 N. Rosario Street, Suite 100
Meridian,ID 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-kathys@qwestoffice.net
h FNOINEERINO 1; ptanning and engineering connunities for the tuture
Iot,ufl0rus,,
January 21,2014
Mr. Steve O'Brien
Meridian Public Works Department
33 E. Broadway Avenue
Meridian, lD 83642
Re: Isola Creek Subdivision No. I
Dear Steve:
Please find enclosed the following:
Two electronic copies on CD of the record drawings (An AutoCAD
drawing and pdf drawings).
Two hard copies of the record drawings.
Please let me know if you need any additional information.
Sincerely,
Engineering Solutions, LLP
:ft^€c
I
2
Kathy S
Partner
Enclosures
P.E.
C:\2012\l2l l09Jsola Creek No-l\Correspondence\Out-Going\Obrien-Mer-City'doc
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ptnnlns eN engilnering cunnuaita lw the tuture
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1029 N. Rosario Street, Suite 100
Meridian,lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-beckym@qwestoffice.net
April 1,2013
Mayor and City Council
City of Meridian
33 East tdaho
Meridian,ID 83642
Re: Isola Creek Subdivision No. I Final Plat
File No. FP-13-0ll
Dear Mayor and Council:
We have reviewed staff comments for the Meridian City Council meeting of April 2,2013,and
have the following responses:
SITE SPECIFIC CONDITTONS
1. The applicant will comPlY.
2. Understood.
3. The applicant will comPlY.
4. The notes will be revised as requested.
5. Noted.
6. The applicant willcomPlY.
7. The applicant willcomPlY.
8. Understood.
9. Understood.
10. The applicant willcomPlY.
I l. The applicant will comPlY.
12. The applicant will comPlY.
C:\Users\Shari\Documentsu0l2\l2ll09 lsolaCrcek Sub No'
l\RecsRaponse'doc
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\/ \/
Mayor and City Council
April 1,2013
Page2
GENERAL REOUIREMENTS
1. The applicant will comply.
2. The applicant will comply.
3. The applicant will comply.
4. The applicant will comply.
5. The applicant willcomply.
6. The applicant will comply.
7. The applicant will comply.
8. The applicant will comply.
9. The applicant will comply.
10. Understood.
I l. The applicant will comply.
12. The applicant will comply.
13. The applicant will comply.
14. The applicant will comply.
15. The applicant will comply.
16. The applicant will comply.
17. The applicant will comply.
18. The applicant has complied.
19. The applicant will complY.
20. The applicant will complY.
\,' V
ClUsers\Shari\Docurnents\2012\l2l t09 lsola Creek Sub No' 1\RecsResponse
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Mayor and City Council
April 1,2013
Page 3
We appreciate stalf s review of this project and ask that the project be approved as requested.
Thank you!
Sincerely,
E Solutions, LLP
Becky
Planner
BM:ss
cc: Coleman Homes LLC
ClUserslShari\Documens\20l 2\l2 l 109 lsola Creek Sub No l\RecsResponse'doc
1029 N. Rosario Street, Suite 100
Meridian, lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
LETTER OF TRANSMITTAL
f FNOINEERINO ff planning and engineering clnmunilir,s lor the lutwe
SollrTlous..=
To Mr. Bruce Freckleton
Meridian Building Depaftment
33 East Broadway
Meridian, ID 83642
We are sendi
These are transmitted as indicated below:
Remarks:
Date:
Project Name:
Project Number:
t012912013
Isola Creek Subdivision No. 1
121109
Copies Dated Description
1 Development Surety Agreement Siqned by Developer
X For Approval Approved as Submitted Submit for Distribution
x For Review and
Comment/Signature
Price Final Plat Surety
Bruce:
I forgot to drop this off with the surety and final plat mylar. THIS should complete our requirements to get the
final plat signed. Please schedule Warren Stewart and Jaycee Holman to sign as soon as possible and let me
know when the plat is available. If you need additional information or documents, please let me know. Thank
you!
Copy to: File Signed:
Shari Stiles
ENGINEERIIIO
h 1S plnning nd engineering commuttties lor the [uture
u0[uTl0us.,"
v
1029 N. Rosario Street, Suite 100
Meridian, lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
LETTER OF TRANSMITTAL
To Mr. Bruce Freckleton
Meridian Building Department
33 East Broadway
Meridian, ID 83642
We are sendi u
These are transmitted as indicated below:
Remarks
Date:
Project Name:
Project Number:
t0l28l20t3
Isola Creek Subdivision No. 1
121109
Copies Dated Description
t0lzgl13 Irrevocable Standby Letter of Credit No. 24625 in the Amount of
$1,t4s,794.47
1
12 Mylar of Final Plat - Sheet 2 of
X For Approval Approved as Submitted Submit for Distribution
X For Review and
Comment/Siqnature
Price x Final Plat Surety
Bruce
This should complete our requirements to get the final plat signed. Please schedule Warren Stewart and Jaycee
Holman to sign as soon as possible and let me know when the plat is available. If you
need additional information
or documents, please let me know. Thank you!
Copy to: File Signed: &/.
Stiles
\/V
FNOINEERINO
-
1S \lnning and enEneering comnunities lor the future
u0[uTl0us..=
1029 N. Rosario Street, Suite 100
Meridian, lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
LETTER OF TRANSMITTAL
To Mr. Bruce Freckleton
Meridian Building Department
33 East Broadway
Meridian, ID 83642
We are sendin
These are transmitted as indicated below:
Remarks
Date:
Project Name:
Project Number:
911312013
Isola Creek Subdivision No. 1
121109
Copies Dated Description
2 Bond Copy of Final Plat - Sheets L-2 of 2
1 8-U2"xlt" Reduction of Final Plat
1 B-ll2'xlL" Vicinity Map
1 Bids for Remaining Work
1 Bonding Spreadsheet
1 7l24lt3 City of Meridian Sanitary Sewer and Water Main Easement (Instrument
No. 113083666)
1 7l24lt3 Central District Health Depaftment Approval Letter
1 7l\BlL3 Meridian Post Office Mailbox Location Approval
1 sl30lL3 ACHD Sidewalk Easement (Instrument No. 113059371)
1 sl30lt3 ACHD Temporary Easement (Street -
Instrument No. 113059370)
1 sl30lL3 ACHD License Agreement (Instrument No. 113059372)
1 sl24lt3 Ltgqlqe Agreement with NMID (Instrument No.
113056908)
1 slt7l13 City of Meridian "Will Serye" Letter
1 slt6l13 Centra QLPE Review Letter
1 slL4lL3 ACHD Plan Review Acceptance
1 sl6lL3 EPA Notice of Intent
1 slzlt3 USCE Permit
1 4ltglL3 Meridian City Council Final Plat Approval
1 4lt6tt3 Order of Conditional Approval of Final Plat
1 9lt3lL2 Ada County Street Name Evaluation "Final" Acceptance
X For Approval Approved as Submitted Submit for Distribution
X For Review and
CommenflSignature
Price
The plat is currently being reviewed by Ada County. Please review the attached bids and confirm our surety
amount for the remaining work. I will bring over the mylar sheet of the plat when Warren Stewart is ready to
sign. If you need additional information or documents, please let me know. Thank youl
Copy to: File Signed:
Shari Stiles
Bruce:
v \-/
A FNGiIfrEEHilG I0illTl0lls,tuture11 plaming and englhnemg mnrunitbs br the .
1029 N. Rosario Street, Suite 100
Meridian,lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-kathys@qwestoffi ce.net
June 21,2013
Mr. Steve O'Brien
City of Meridian Public Works
33 E. Broadway Avenue, Suite 102
Meridian, lD 83642
Re: Isola Creek Subdivision No. I
MPP- I 2-00 4 IMAZ- 12-00 8
Dear Steve:
I just received a telephone call from Superior Construction,
the contractor who is installing the
sewer main al Isola Creek Subdivision No. l. The contractor shot the top of water in the existing
manhole SSMH#04. The elevation of the water is approximately 0.4' above the sewer inven for
the new 8" line. (We used the elevation for that invert that was given to us by Meridian City.)
In order to solve this problem, we would like to raise the inven in the manhole from elevation
2544.1to elevation 2544.5. We would also like to make the manholes a 0.05' difference instead
of 0.1' until the difference is made up. (This will take 8 manholes in all directions.) This will
need to be done in future phases also, especialty for the area south of W. Tesino Drive. (The
sewer gets shallow in that area.)
Please let me know if this is acceptable.
Please call me if you have any questions or require additional information.
Si
LLP
ATPROVI
C Ndi:fii
T !:T}H f;fii]$J"AtjCTIGN
i-l.j'\1 . ; '\.,,;.r:.ii,- .,
i'.i..)i"<-
APP ED t]'f b
Kathy Stroschein, P.E.
Enclosures
Cc: Murray Jones
Patrick Cotton
Bruce Rolfe
C*20 I 2\ t I \ I2 I I 09\Corespondeoce\Our-going\OBrien2-Mer-Cry.doc
\-/ Y
FNGINEERING
h lSOlnning and engineering conmunilies lor lhe tuture
UOIUTIONS.,,
To: Mr. Steve O'Brien
Meridian Public Works DePartment
33 E. Broadway
Meridian, lD 83642
1029 N. Rosario Street, Suite 100
Meridian, ID 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-sharis@qwestoffice.net
LETTER OF TRANSMITTAL
Date: May 21, 20L3
Project Name: Isola Creek Sub. No. 1
Project Number: 121109
We are sending you:
These are transmitted as indicated below:
Remarks
Steve:
please schedule the attached easement for approval by the Meridian City
Council and provide a copy of the
recorded document when it is available. Please let me know if you need anything else. As always, thanks for
your help!
Copy to:
Shari Stiles
Copies Dated Description
1 4l23lL3 Check No. 13293 in the Amount of 5.00
1 slzut3 Check No. 13729 in the Amount of $5,641.36
5 sl20lt3 Construction Plans
1 sl20lL3 of Construction Plans and DWGs
1 Sanita Sewer and Water Main Easement Executed Owner
For Approval Approved as Submitted Submit for Distribution
For Your Information Aooroved as Noted Return Corrected Prints
x As Requested Returned for Corrections X For Pre-Construction
For Review and Comment Price Siqnatures Required
For Bids Due: Resubmit for Approval
FNOIITEERIIIO
-
lSolnning and engineering communilies lor ke fulure
DoLUTl0,lls,,.
1029 N. Rosario Street, Suite 100
Meridian,lD 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-kathys@qwestoffice.net
April26,2013
Mr. Steve O'Brien
City of Meridian Public Works
33 E. Broadway Avenue, Suite 102
Meridian, ID 83642
Isola Creek Subdivision No. I
MPP- I 2-00 4 IMAZ- 12-008
Dear Steve:
Please find enclosed the following:
1. Four sets of the revised construction drawings for Isola Creek Subdivision No. I
2. Check in the amount of $940 for QLPE Review.
Please note that I added the "redundancy" waterline per Bruce Freckleton.
The following addresses the "mark need items" of the plan review checklist:
1. The assessment will be provided at the time of final plat.
2. Was marked okay.
The easements will be provided. The developer does own all of the land that the water
and sewer extensions are on, so we will submit them as soon as they are completed.
I am not sure where this is required. Please let me know so that we can get the needed
documents.
5. Was checked okay.
6-9. Will provide prior to the pre-con.
10. Please give me the Public Works Review and Inspection Fee, and QLPE
review fee so
that the fees can be paid.
ll-17. Were checked okay.
18. We have gravel roads over the sewer and water extensions. We extended the permanent
road construction for W. Teano Drive to tie into Bridgetower Crossing.
19. The four sets are enclosed. (Sorry about losing the red-line set. I still have not found it.)
C:V0 l2\l I \l 2 I I 09\Correspondence\Out-going\Obrien-Mer-Cty.doc
Re
J1
4.
Mr. Steve O'Brie"-, \,. ! .r
April26,2013
Page 2
20-53. Were checked okay.
54. All five sewer services crossing the storm tank system now have sleeves. (We had to
revise the storm tank system per ACHD, so now there are more crossings.)
55-63. Were checked okay.
64. The pressure irrigation system will belong to NMID. The back-up source is a connection
to Meridian City water.
65-74. Were checked okay.
7 5. A 404 Joint Application Permit was submitted to the Army Corps of Engineers and the
IDWR. I am giving David Miles a copy of it.
76. The SWPPP will be prepared and the NOI will be filed.
Please call me if you have any questions or require additional information.
Sincerely,
Engineering Solutions, LLP
P.E.
Enclosures
Cc: Thomas Coleman
C:V0 12\l l\12 1 I 09\Correspondence\Out-going\Obrien-Mer-Cty.doc
FNOINEERINO
-Sot
uTto,us=
1029 N. Rosario Street, Suite 100
Meridian, ID 83642
Phone: (208) 938-0980
Fax: (208) 938-0941
E-mail: es-beckym@qwestoffi ce.net
October 31,2012
Planning & Zoning Commission
City of Meridian
33 East Idaho
Meridian, ID 83642
Isola Creek Preliminary Plat
Files Nos. AZ-12-008 and PP-12-004
Dear Planning & Zoning Commission:
We have reviewed staff comments for the Planning & ZoningCommission meeting of
November 1,2012, and have the following responses:
I. PLANNING DEPARTMENT
l.l DevelopmentAgreement
I .1.1 rhe applicant will comply with the following modifications.
l. The applicant will comply.
2. Modify the reference to .,clubhouse,,
to read ,.pool
facility',.
'3. The applicant agrees with the Parks Department's modifications to this
condition, as follows: Concurrent with recording the final plat for the phase
of the development that includes any portion of Lots 13, 14 and 15 in Block 5
as shown on the preliminary plat, Developer has agreed to donate and convey
Lot 12, Block 5 as shown on the preliminary plat to the City for use as a
Neighborhood Park. A portion of the donated parcel has been used in the
calculation of the 10 percent open space UDC requirements of the
development.
A. Prior to conveyance of the neighborhood park lot, Developer will coordinate
with Parks Department staff to develop a set of park design and construction
plans. Developer and the City wilt each be responsible for 507o of the costs
of plan preparation. Since the City is paying for the park improvements, the
City also has the final say in the amenities to be included in the park.
-.t Applicant and Parks agreed to delete this condition.
C:\Users\bparsons\AppData\Local\Microsoft\windows\Temporary Intemet Files\Content.OutlookW2BXWAGJ\lsolaCreekRecsResponse
(2 ).docx
Re
Meridian Plannir;,rt Zoning Commission
October 37,2012
Page 2
/r
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( f'
,y
( ,{
Applicant and Parks agreed to delete this condition.
Noted.
The applicant will comply.
Applicant and Parks agreed to delete this condition.
It is necessary to include ACHD storm drainage within the Park Lot.
champion Park and Bear creek Park are two examples of park sites
containing storm drainage. Bear Creek included storm drainage overflow
pipes, seepage beds and some 6-inch recessed areas. we respectfulty request
that the condition as written be replaced with the following:
'6The Developer reserves the right to install Ada County Highway
District storm drainage facilities on or across the Park Lot. The
Developer shall coordinate the storm drainage design with the parks
Department staff. The design shall include subsurface facilities and
not compromise the functionality or aesthetics of the Park.,,
By consolidating the open space to accommodate a neighborhood
park, very little private open space is available for storm drainage
facilities. storm drainage pipes to discharge the pre-development flow
into Five Mile Creek will be required.
12.
Delete this condition. -
Delete this condition. -"
The applicant will comply.
1.2 Site Specific Conditions of Approval _-
1.2.'Five 1 Mile Modify Creek condition per the as City follows: specifications The applicant and coordinate shall construct with the the pathway Parks Department. along
Additionally, the applicant shall construct a lO-foot-wide pathway along the east
boundary of the future park and within Lot ll, Block 5, to provide connectivity to
the Bridgetower Subdivision. r
1.2.2 The applicant will comply
1.2.y'The applicant will comply, with the word "clubhouse" modified
to read .,pool
facility".
1.2.4 The applicant will comply.
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Meridian Plannin e*. Zoning Commission
October 31,2012
Page 3
tz.,
4
5 Delete this condition.
1.3.3 The applicant will comply
1.3.5
The applicant respectfully requests that this condition by waived by the Meridian
City Council per UDC 11-3A-6.a.3.b.; only a portion of the Creason Lateral will be
piped.
The applicant will comply
1.3.6 The
1..3
1.3.1
1.3.2
1.3.7
1.3.8
General Conditions of Approval
The applicant will comply.
The applicant will comply.
San
The applicant will comply.
The applicant will comply.
The applicant will comply.
applicant would like to discuss the additional micropath requirement between
Remo and Teano.
L
I 3.9
1.3.10 The Ordinance requires a 30-foot buffer on Ten Mile. The preliminary plat
delineates a 40-foot landscape buffer with dedication of 40 feet of right-of-way.
' ACHD has required 50 feet of right-of-way, which will reduce the buffer by l0 feet.
Please modify arterial buffer width to 30 feet as required in the UDC.
1.3.1 I The applicant will comply.
1.3.12 The applicant will comply.
1.3.13 The applicant will comply.
1.3.14 The applicant will comply.
1.3.15 The applicant will comply.
1.4 Ongoins Conditions of Approval
1.4.1 The applicant will comply
1.4.2 The applicant will comply.
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Meridian Plannin g-. Zoning Commission
October 31,2012
Page 4
1.4.3 Noted.
1.4.4 Noted.
1.4.5 Noted.
1.4.6 Noted.
1.5 Process Conditions of Approval
1.5.1 The applicant will comply.
1.5.2 The applicant will comply.
1.5.3 Noted.
1.5.4 The applicant will comply.
1.5.5 Noted.
1.5.6 The applicant will comply.
2. PUBLIC WORKS DEPARTMENT
2.1 The applicant will comply.
2.2 The applicant will comply.
2.3 The applicant will comply.
2.4 The applicant will comply.
2.5 The applicant will comply.
2.6 The applicant respectfutly requests that, for a portion of the Creason Lateral" fhis
condition by waived by the Meridian City Council per UDC ll-3A -6.a.3.b./
2.7 The applicant will comply.
2.8 The applicant will comply.
2.9 The applicant will comply.
2.10 The applicant will comply.
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Meridian Plannin g- Zoning Commission
October 3l,2Ol2
Page 5
2.ll The applicant will comply.
2.12 The applicant will comply.
2.13 The applicant will comply.
2.I4 Noted.
2.15 The applicant will comply.
2.16 Noted.
2.17 The applicant will comply.
2.18 The applicant's engineer will comply.
2.19 The applicant's design engineer will comply.
2.20 The applicant will comply.
2.21 The applicant will comply.
2.22 The applicant will comply.
2.23 The applicant will comply.
3. POLICE DEPARTMENT
3.1 The Police Department has no concerns.
4. FIRE DEPARTMENT
4.1 The applicant will comply.
4.2 Noted.
4.3 The applicant will comply.
4.4 The applicant will comply.
4.5 The applicant will comply.
4.6 Noted.
4.7 The applicant will comply.
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Meridian Plannin g- Zoning Commission
October 31,2012
Page 6
4.8
5.
5.1
6.
6.1
6.2
7.
7.1
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.10
7.2
7.2.1
7.2.2
7.2.3
7.2.4
The applicant will comply.
REPUBLIC SERVICES
Republic Services had no comments on this application.
PARKS DEPARTMENT
The applicant will comply.
The applicant will comply.
ADA COUNTY HIGHWAY DISTRICT
Site Specific Conditions of Approval
The applicant will comply.
The applicant will comply.
The applicant will comply.
The applicant will comply.
The applicant will comply.
The applicant will comply.
The applicant will comply.
The applicant will comply.
Noted.
The applicant will comply.
Standard Conditions of Approval
The applicant will comply.
Noted.
The applicant will comply.
The applicant will comply.
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Meridian Planning.-z Zoning Commission
October 31,2012
PageT
7.2.5 The applicant will comply.
7.2.6 Noted.
7.2.7 The applicant will comply.
7.2.8 The applicant will comply.
7.2.9 Noted.
7.2.10 The applicant will comply.
7.2.11 Noted.
7.2.12 Noted.
Thank you for your review of this project. Please feel free to call me if you have additional
comments or questions.
Sincerely,
Engineering Solutions, LLP
Becky McKay
Planner
BM:ss
cc: Coleman Homes LLC
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RAKOW
CONSTRUCTION SERVICES, INC.
101 W. Pine
Meridian, ldaho
83642
Materlals Testing
(208) 888-9646
Res. 888458'1
Superior Construction & Excavating, lnc.
PO Box 455
Meridian, ldaho 83680
PAGE:
rNvotcE No:
ACCOUNT NO:
1ol4
3386
026
PROJECT: lsola Creek - (13-034) DATE: July 29, 2013
From June 27 to July 29, 2013 our personnel provided fleld density services for the above referenced
poect.
As requested, we p€rformed nuclear in-place density testing in general accordance with the applicable
AASHTO Standards.
The test results are summarized on the attached data sheets
kow, CET
Rakow Construction Services, lnc.
PROJECT: lsola Creek - (13-034)
CLIENT: Superior Construction & Excavating, lnc
IN-PLACE DENSITY
Test Date
& Lab No. Location
6-27 -13
3334
Tesino. SS
3-1
Elev.
4BSG 129.2 8.4
3BSG 117.4 '15.0
2BSG 13.1
SG 127.4
l BSG 117 .2 11 .4
SG 111 .0 15.4
PAGEi 2ol 4
INVOICE: 3386
ACCOUNT: 026
DATE: June 27, 2013
ln-place
Ilroisture,
6,27-13
3335
Thames, SS
2-1
San Remo, SS
24-1
San Remo, SSv
10-2
Rotaldo, SS
9-2
Rotaldo, SS
7-2
Tesino, SS
23-1
Tesino, SS
22-1
Ten Mile, SS
at Tesino, 20'E
Ten Mile, SS
at Tesino, 25'E
Tesino, SS
22-1
Tesino, SS
z-,)
Tesino, SS
'14
Teano, SS
') -'1,
ln-place
Oensity,
PCF
lrlax. Lab
Density,
PCF
tJz_ |
123.1
127.1
132.1
PROJECT: lsola Creek - (13-034)
CLIENT: Superior Construction & Excavating, lnc.
IN.PLACE DENSITY
Test Date
& Lab No. Location
PAGE: 3 of4
INVOICE:3386
ACCOUNT: 026
DATE: July 1, 2013
ln-place
Molsture,
7-1-13
3354
7-12-13
3372
Rotaldo, SSv
20-1
7-3-13
3355
Tesino, SS
1-5
7-10-13
3364
San Remo, SS
7-10-13
3365
San Remo. SSv
7-10-13
3366
Pampas, SS
7-1
7-10-13
JJO /
Tenuta, SS
11-1
7-10-13
3368
Teano, SS
Elev.
SG 111.6 14.4
l BSG 118.0 9.2
l BSG 1 1 '1.6 13.7
SG 113.7 14.4
l BSG 102.6 19.1
l BSG 102.0 17 .9
l BSG 117.6 12.8
100.3 15.4
112.0 1 3.5
117.7 14.6
110.5 14.7
101.3 19.1
101 .5 18.6
vl.o 18.4
101 .8 19.4
7-10-13
3370
Teeno. SS
7-3
7-10-13
7-10-13
v \-,
PROJECT: lsola Creek - (13-034)
CLIENT: Superior Construction & Excavating, lnc.
IN-PLACE DENSITY
PAGE:4of4
INVOIGE: 3386
ACGOUNT: 026
DATE: July 16,2013
ln-place
Moisture,
ot lo
Test Date
& Lab No. Location
Tesino, H2O
2-3
Teano, H2O
3-3
Teano, H2O
5-3
Teano, H2O
9-3
San Remo, H2O
12-2
Rotaldo, H2O
19-1
Tenuta, H2O
13-1
Pampas, H2O
14-2
ln-place
Density,
PCF
Max. Lab
Density,
PCF
o/offiax.
Density
Elev. ObtaineO
7-16-13 SG
3395
106.6 16.2
't 1 0.5 14.2
106.7 16.6
101.2 18.6
104.0 16.4
95.3 19.3
105.4 15.4
98.6 't8.9
108.3 98.4
116.0 95.2
108.3 98.5
105.0 96.4
108.3 96.0
'100.1 95.2
108.3 96.5
100.1 98.5
7-16-13
3396
7-16-13
3397
*Butre
Fence, lnc. '' --Sales Order
2049E. Wilson Lane
Meridian, lD 83642
Customer No.: COLEMAN
Order No.: 33931
Phone (208) 884-0203
Fax (208) 884-8e2e
BillTo: Coleman Communities, lnc.
1859 S. Topaz, Ste.200
Meridian, lD 83642
Phone
Fax
Ship To: Coleman Communities,lnc.
1859 S. Topaz, Ste.200
Meridian, lD 83642
Date Shlp Via Terms
F.O.B.
09t't3l'13 Payable Upon Receipt
ISOLA GREEK 09t13t13 Jared Bell 33931
Purchase Order Number Requrred Date Sales Person Our Order Number
Required Shippecl B.O.
Description Unit Price Amount
Quantity
440
3736
Customer Signatu
6'TallT&G w/ Lattice Fence
SAND COLOR
4' Tall T&G Mlattice Fence
SAND COLOR
21.85
17,50
81631.60
7700.00
89331.60
89331.60
This bid is based upon approximate footage' The linal cost nay vary according
to the ectuat produit used and labor required to complete iob,
Permits, sprinkpr
lines and 6ther unmarted fines are the cusaomers responsibility. Had soil &
digging conditions may incres,se the pdce of labot Any changes on the proiect
must be approved by the customerl signature
Date
)
a
Built Right, Bailt to Last
Itenr Nunrber
a BuEe FenG€, lnc.
\./ -'Sales Order
2049 E. Wilson Lane
Meridian, lD 83642
Built Right, Built to Lasl
Customer No.: COLEMAN
Order No.: 33931
Phone G08) 884-0203
Fax (208) 884-8929
BillTo: Goleman Communitles, lnc.
1859 S. Iopaz, Ste.200
Meridian, lD 83642
Phone
Fax
Ship To: Coleman Gommunities, lnc.
1859 S. Topaz, Ste. 200
Meridian, lD 83642
Date Ship Via F.O,B Terms
09t13113 Payable Upon Receipt
Purchase Order Number I Requirecl Date Sales Person Our Order Number
ISOLA CREEK 09t13t13 Jared Bell 33931
I Snippect I ao I
Item Nunrber Description Unit Price Amount
Quantity
3736 6'TallT&G w/ Laftice Fence
SAND COLOR
4' Tall T&G Wlattice Fence
SAND COLOR
This bid is based upon approximate footaga. The frnal cost may vary according
to lhe actual product used and labor regulrcd to complete job. Permlts, sprlnkler
lines and other unmarted fines are the customers responslbllity. Hard soll &
digging condltions may increase the pdca of labor. Any changes on lhe project
must be approved by the cusfiomefs slgnature
21.85
17.50
81631.60
7700.00
89331.60
89331.60
440
Customer Signature Date
Am coulliY REC()R[)EB chrlshpner I). Rhn AMout'lT .00 28
BoISE IDAXo 05/0U13 01:37 PtU
HE8HL|T fl',,"gl'#l'p lll llllilllllllilllllllllilllll
io-i-ciir'[ Htiimi Di;iicr I 13ases72
Propeny Management No.-z<9 I -ZE!--OEI3-
lsola Creek Subdivision No. 1
T4N,R1W,S35
TEMPORARY LICENSE AGREEMENT
(space reserved 2s for recording)y,-,ya
corporate of the state of ldaho, ("ACHD").
WITNESSETH:
For good and valuable consideration, the receipt and sufficiancy of which is
acknowledged by the padies:
SECTION 1. RECITALS,
1.1 Licensee owns the real property adiacent to the public right-of-way looated
in Ada County, ldaho, municipally described as lsola Creek Subdivision No. 1, and
more particularly described on Exhibit "A" attached hereto ("Licensee's Property'').
1.2 ACHD owns and has exclusive jurisdiction over the publio right-of-way
adjacent to Licensee's Properly, located in Ada County, ldaho, municipally described as
N. Ten Mile Road, W. Tesino Drive, W. Teano Drive, N. Thames Avenue, W. San Remo
Street, N. Rotaldo Avenue, W. Tenuta Street and N. Pampas Avenue more particularly
described and/or depicted on Exhibit "B" attached hereto (the "Right-of-Way'').
1.3 Licensee desires a license to use the Right-of-Way lor 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 Lioensee.
THIS TEMPOFARY LICENSE AGREEMENT (the 'Agreement") is made and
enter€d into this dfidn day ot Muaz' , 201i, by aid between lsola Creek,
LLc ('Licensee'):ano tne'aoA-t@-rury glenwAy
DtSTRtcT, a body potitic and
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 Bight-of-Way for the following uses
and purposes ("Authorized Use") and no olhers:
MASTEB LICENSE AGFEEMENT - Page 1
(11/13/08)
Licensee is to cons|/|uct, install and maintain features consisting of trees,
grass, shtubs, perennials, and landscap irrigation system per *hibit C and the
ACHD approved clvll dnwings located within ACHD RlW along W. Tesino Dr., W,
Teano Dr., W. Tenuta St, N. Rotaldo Ave., N, Pampas Ave., W. San Remo St., N.
Thames Ave., and N. Ten Mile Bd. Additionally, landscape wlll be located within
ACHD Storm Draln Easement recorded as tnstrument # 109$3259 May 8, 2009.
@@ Trees are fuing allowed within the lO-foot perimeter on W, Teslno Dr. only.
Trees on this portion of the roadway can be within &feet of the stom drain pipe
with the inshllation of root barrier. Final grading ol landscaped areas shall slope
away from Bight ot Way "hardscape" improvements including the edge ol
pavement, cutbing and sidewalk. ln general, licensee to insE,lt landscaping and
sprinklers in a manner to eliminate irrigation flows and/or ponding of inigation
water within the ACHD Right of Way, Licensee to construct and maintain borrow
ditch along N, Ten Mile Road per ISPWC SD 802 requirements, Licensee will not
install landscaping or irrigalion lines between edga of pavement and flow line of
ditch. Any perennial trees or plants that will ertend roots deeper than 18 inches
shall be prohibited over ACHD underground seepage beds, infiltration facilities or
piping systems, Unless otherwise approved with this license agreement; trees
shall be otfs,et from the seepage beds a minlmum of 10 feet to altow for future
root pruning, if necessary, and maintenance access for heavy equipment over
beds. lntiltration areas shall not be covered with sod or non-free draining
materials/soil. Acceos to inlets and ou ets of ACHD Drainage Areas shall not be
planted wlth trees, shrubs or any landscaping that would impede heavy
equipment vehicle access. Licensee to observe the 40' sight triangle within the
subdivision and will not plant any shrubs or trees wlthin the area or over any
utility lines. All trees in the public Right ol Way to he maintained by Licensee for
clearance of 14' over all roadways measured at gutter plate and 8' over all
sidewalks.
Licengee to contact Digline lnc., prtor b start of conatruction, LicenseF- is
tocontact Construction Servlces at 387$280 to verily if a construction permlt is
tequired.
2.2 This Agreement does not e)dend 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. lf the Right-of-
Way has been opened as a public Highway (as used in the Agreement the term
"Highwa/ is as defined in ldaho Code g 40-109(5)) Licensee,s Authorized Use is
subject to lhe rights of the public to use the Righlof-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
MASTEF LICENSE AGFEEMENT - Page 2
(11/13/08)
I
I
I
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. IN T VEME Any
repairs or maintenance, of lhe Licensee's improvements currently located in the Flight-
ol-Way or the installation or construction of improvements by Licensee in the Right-of-
Way as permitted by the Aulhorized Use, (the 'lmprovements"), 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. ln approving such plans and specifications, ACHD assumes no responsibility
for any deficiencies or inadequacies in the design or construction of the lmprovements,
and the responsibility therefore shall be and remain in Licensee.
SECTION 4.W AIVER AND ESTOPPEL STATEME 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 lmprovements, and
Licensee hereby waives and estops itself from asserting any claim that the license is in
any way irevocable because Licensee has expended funds on the lmprovements and
the Agreement has not been in effect for a period sutficient for Licensee to realize the
economic benefit from such expenditures.
,,rn5.1 The term of this Agreement will commence on the
d day ol
Y yl.CF.? .,
2013, and will continue until terminated by ACHD, with or without cause,
which ler6lnation shall be effective following THIRTY (90) DAys advance written notice
of termination given to Licensee. Upon expiration of the THIBry (OO) DAYS, ACHD
shall record a Revocation of Master License Agreement in the official Real property
Becords of Ada County, ldaho.
SECTION 5. TERM.
5.2 lf 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 hereunder at any time, effective at the end of rHlRTy (30) diys following the
date AOHD shall provide written notice of termination lo Licensee, which notice ihall
specify such default(s). Licensee shall have such THIRTy (30) day period to correct
and cure the specified defaults, and if so conected and cured, toihe satislaction of
AoHD, this Agreement shall not be terminated but shall continue in full force and effect.
MASTEB LICENSE AGBEEMENT - page g
0 1/1U08)
SECTION 6. FEE. There is no annual fee for the Licensee's Authorized Use of the
Right-of-Way under this Agieement.
MAINTENANCE: FAILURE TO MAINTAIN: RELOCATION OF UTtLtTtES.
7.1 At its sole cost and expense, Licensee shall maintain the lmprovements 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 Righl-oFWay for the purposes of accomplishing such repair and
maintenance.
(i) the pedormance by Licensee of the maintenance required by section 7, or
the failure or neglect to pedorm such maintenance; and/or
(i0 Licensee's design, installation or use of the lmprovements, regardless of
cause;
at its sole cost and expense Licensee shall lorthwith correct such deficiency and restore
the Highway and the surface ot the Righlof-way to the same condition ii 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 lor the costs ahci €xpenses
thereof, including, without limitation, reasonable compensation for the use of staff and
equipment of ACHD.
lf the Highway on and/or adjacent to the Rightof-Way is damaged as a
sEcTtoN 8. CATI IM ENT
7.2
result of:
Agreement ACHD requires, in its sole discretion, at any
lhe Highway on and/or adjacent to the Bight-of
. 7.3 Nolwithstanding the provisions of section 7.2, should an emergency exist
related to the Licensee's use of this license which lhreatens the stability or funciion of
the Highway on or adjacent to the Hight-of-way or the safety of the public use thereof,
ACHD shall have the right to immediately perform, on behalf of, ind at the cost ot
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 airy constr-uction or
installation of lmprovements by Licensee in the Right-of-Way.
. lf during the term of this
time, and from time to time, that
be widened and/or realigned,
MASTEB LICENSE AGBEEMENT - page
4
(11/13/08)
-way
SECTION 7.
l
I
l
I
\-/ g
redesigned, improved and/or reconstruct€d, Licensee hereby accepts responsibility for
all costs for relocaling, modifuing or otherwise adapling the lmprovements to such
realignment and/or relocation and/or r€conslruction 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 lmprovements 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 lmprovements.
SECTION 9. PERMIT. It the proposed construction and installation of the
lmprovements, or any reconstruction, relocation or maintenance thereof requires
Licensee to obtain a permit under ACHD policies, Licensee shall first obtain such permil
from ACHD (Construction Services Division) belore commencing such work, and pay
the required fees and olherwise comply with the conditions s€t forth therein.
SECTION 10. NO TITLE lN LICENSEE. Except as expressly provided herein, the
terms and conditions of this Agreement shall not create any type of property right, title
or intoresl in Licensee in or to lhe RighFof-Way olher than the right to temporarily use
the same pursuant to lhe terms of this Agreement.
SECTION I 1 . 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
lmprovements thereon, or the repair and maintenance thereof, or the relocation of
lmprovements or utilities thereon, or the restoration thereol at the termination of this
Agreement, shall be at the sole cost and expense ol Licensee.
SECTION 12. TAXES AND ASSESSMENTS. Licensee agrees to pay all speciat
assessments and personal property taxes that may be levied and assessed on the
lmprovements during lhe term ot this Agreement.
SECTION 13. RESTOBATION N TERMINATION. Upon tsrmination of this
Agreement, Licensee will promptly remove all lmprovements and reslore the Hight-of-
Way to at least its present condition. Should Licensee fail or neglect to promp y
remove the lmprovements and restore the Right-of-Way, ACHD may do so, and assess
Licensee ,or the costs thereof. Provided, ACHD and Licensee may agree in writing that
some or all of such lmprovements are to remain on the Righfof-Way following
terminalion, and by entering into such an agreement Licensee thereby disclaims ail
right, title and interesl in and to th€ same, and hereby grants such lmprovements 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 thL irrigalion and
maintenance thereof, and the general purpose government with jurisdiction his
adopted
MASTEB LICENSE AGFEEMENT - Page s
(11/13/08)
i
l
i
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i
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ordinances, rules and regulations governing the landscaping and maintenance of such
righLotway by owners of the adiacent property, lo the extent such owners are obligated
to maintain and inigate the landscaping Licensee need not remove the same from the
Right-of-Way.
SECTI oN 14. INDEMNIFICATION. Licensee hereby indemnifies and holds 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 property and reasonably make
Authorized Use of the Right-of-Way or properly construct, install, plant, repair or
maintain the lmprovements thereon, or lhat otherwise result from the use and
occupation of the Right-of-Way by Licensee, and including any attomey fees and costs
that may be incuned by ACHD in defense o, such claims or actions indemnified against
by Licensee hereunder. For claims or actions arising out of failures or neglect occurring
during the term of this Agreement, Licensee's obligations pursuant to this section shall
survive the termination of this Agreement.
COMPLIANCE WITH LAW: WASTE AND NUISANCES PROHIBITED.
ln conneclion 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, those relating to traffic and pedestrian safety, the Clean
Water Act and/or to the presence, use, generalion, release, discharge, storage or
disposal in, on or under the Righl-ot-way of any Hazardous Materials (defined as any
substance or material defined or designated as hazardous or toxic waste, material or
substance, or olher 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
govemment; and (iii) commit no waste or allow any nuisance on the Right-ot-Way.
Licensee covenants and agrees to indemnify and hold ACHD harmless from and
againsl any and all claims, demands, damages, liens, liabililies and expenses (including
without limitation, reasonable attomeys'fees), arising directly or indirectly from or in any
way connected with the breach of the foregoing covenant. These covenants shall
survive lhe termination of this Agreement.
sEcTroN
.l6.
ASSIGNMENT. Licensee, upon the prior writton consent of ACHD, may
sell, assign or otherwise transfer this Agreement. Upon execution of the Assignment,
the assignee assumes all obligations, warranties, cov€nants and agreements of
Licensee herein contained.
MASTER LICENSE AGREEMENT - Page 6
(11i13/08)
SECTION 15.
vv vv
SECTION 17. ATTORNEYS' FEES. ln any suit, action or appeal theretrom to enforce
or interyret this Agreoment, the prevailing party shall be entitled to recover its costs
incurred therein, including reasonable attomeys' 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 seruice (so long as such service provides written conlirmation
of delivery), or by facsimile verilied by electronic confirmation. All notices shall be
addressed to the pafi at the addr€ss set forlh below or at such other addresses as the
parlies 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
ovemight courier, or (d) the day facsimile delivery is electronically confirmed.
lf to ACHD: Ada County Highway District
3775 Adams Street
Garden City, ldaho 8371 4
Attn: Right oI Way Division
lf to Licensee: lsola Creek, LLC
1859 S. Topaz Way, Ste. 200
Meridian, ldaho 83642
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 panies hereto and their successors and, if consented to by
ACHD under section 16, Licensee's assigns.
SECTION 20. EXHIBITS. All exhibits attached hereto and lhe 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, ldaho.
SECTION 22. Warranlv of Authoritv to Execule.
22.1 The person executing this Agreement on behalf of ACHD represents and
warrants due authorization to do so on behall of ACHD, and thal upon execution of this
Agreement on behalf of ACHD, the same is binding upon, and shall inure to the benefit
of, ACHD.
MASTEB LICENSE AGBEEMENT - Page 7
(1 1/13/08)
SECTION 19.
vv 'J \-,
222 lf Licensee is not a natura! person, the percon 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.
lN WITNESS WHEREOF, the undersigned have caused this Agreement to be
executed the day, month and year first set torth above.
LICENSEE: lsola By: M Creek, LLC
Its:
Thomas M.
Manager
, Jr.
STATE OF |DAHO )
) ss.
County of Ada )
on this ffi", ot Mgr-t-l , zo1g, before me, personatly
appeared Thomas M. Coleman, Jr. on#ehalf of lsola Creek, LLC, known or identified
to me to be the person who executed this instrument, and acknowledged to me he or
she executed the same.
lN WITNESS WHEREOF, I have hereunto set my hand and affixed my official
sealthe day and year in this certificate first above written.
Public for the of tdaho
Residing at ?t-rise :Hl..\
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MASTEB LICENSE AGHEEMENT - Page 8
(1 1/1 3/08)
v \_/ \lv
ADA COUNTY HIGHWAY DISTRICT
By: P. Nicholson, P.E.
Its: Development Review Supenrisor
STATE OF IDAHO
County of Ada
day a Notary of Public and for 2013, the State before of ldaho, tn€,
rsonally appeared, Timothy P. Nicholson known or identified to me to be the
Development Review Supervisor for the Ada County Highway District, the person who
executed this instrument on behalf of said District, and acknowledged to me that the
Ada County Highway District executed the same,
lN WITNESS WHEREOF, I have my hand and altlxed my official seal
Public
Residing at:
My commrssion expires: 7nB
EXHIBITS
Exhibit A - Description of Licensee's Properly
Exhibit B - Depiction of ACHD's Right-of-Way
Exhibit C - Authorized Use of Right-of-Way
MASTEB LICENSE AGBEEMENT - Page g
(1 1i13i0B)
ss.
M
BREANN SHEABER
NOTARY PUBI.IC
STATE OF IDAHO
May 8,2013
DESCRIPTION FOR ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENTS
PROPOSED ISOLA CREEK SUBDIVISION NO. I
commencing at rhe w % comer ofsaid Section 35, tiom which the sw comer ofsaid section
35 bears South 00053'07" West, 2643.59 feet; thence South 64056,49" Easr, 1943.96 feet to rhe
BEGINNING POINT of said easement line;
Thence North 89'13'35" West, 460.01 feet to a poinr ofcurvature;
Thence 261,84 feet along the arc ofa curve to the left. said curve having a radius of 431 .00
feet, a delta angle of 34"48'30", and a long chord bearing south 73"22' 10" west, 257.g3 feet ro the
DNDING POINT of said easemenl line.
Easements located in rhe southwesr % of Section 35, T. 4 N., R 1 W., B.M., City of Meridian,
Ada County, Idaho, being more particularly descr.ibed as follows:
EASEMENTA
An easement 6.00 feet in width, Ieft ofand adjacent to the following described easement line:
EASEMENT C
An easerlent 18.00 feet in width. Ieft ofand ad.iacent to ahe lollowing described easement line:
Comrnencing at tire w % corner ofsaid Sectior: 35, fiom which the sw comer of said section
35 bears Soudr 00'53'07" wesr, 2643.59 feer; thence along lhe west boundary ofsaid Section 15 south
EXHIBIT A
EASEMENT B
An easement 6.00 feet in width, right ofand adjacen! to the following described easement line:
commencing at the w % comer ofsaid secrion 35, fiom which the sw comer ofsaid Section
35 bears South 00'53'07" West,2643.59 feet; thence South 64.56,49" East, 1843.96 feet; thence
South 00"46'25" West,62.00 feet to rhe BEGINNING POINT of said easernent line;
Thence North 89o13'35" Wesr, 460.01 feet to a point of curvarure;
Thence 221.50 feel along rhe arc ofa curve to the lefi, said curve having a radius of369.00
feet, a deha angle of34o23'35", and a long chord bearing south 73"34'37" west, 2l g.l9
feet to a point
oftangency;
Thence South 5622'50" West, 8.04 feet;
Thence South I l"l3'17'Wesr, 11.24 feet:
Thence South 33o37'10" East, 92.45 feer:
Thence South 56022'50" West, 62.00 feet;
Tlrence North 33037'10" West, 92.42 feet;
Thence Nonh 78'37' 10" Wesr, I I .j I feet:
Thence sourh 56o22'50" west, r 7.03 fee o rhe ENDING poINT
of said easement Iine.
l2l 109-swlkease.docx
00"53'07" West, 845.43 feet; thence South 89"06'53" East,68.00 feet to the BEGINNING POINT of
said easement line;
Thence North 00'53'07" East, 147.80 feet the ENDING POINT ofsaid easement line.
EASEMENT D
An easement of varying width, left ofand adjacent to the following described easement line:
Commencing at the W % corner ofsaid Section 35, fronr which the SW comer ofsaid Secrion
35 bears South 00o53'07" West,2643.59 fbet; thence along the west boundary ofsaid Section 35 South
00"53'07" West, 710.63 feet; thence South 89'06'53" East, 55.00 feet ro the BEGINMNG POINT of
said easement line;
Said easement being t 5.00 feet ir width:
Thence South 89o06'53" East,208.94 feet;
Thence No h 83'41'55" East,71.94 feetl
Thence South 89'06'53" Easq 168.54 feet to a point ofcurvature;
Thence 205.83 feet along the arc of a curve to the right, said cun e having a radius of560,00
feet, a delta angle of21"03'33", and a long chord bearing South 78'35'O7"East, 204.67 feet to a poinr
of compound curvaturel
Thence 40.64 f'eet along the arc ofa curve to the righi, said curve having a radius of 128.00
feet; a delta angle of l80 I l'34", and a long chord bearing South 58"57'33" East, 40.47 feer to a point
of reverse curvature;
Thence 24.76 feet along the arc ofa curve to the lefl, said curve having a radius of 124.00 feet,
a delta angle of I lo26'26", and a long chord bearing South 55'35'00" East,24.72 feet to a point of
reverse curuature;
Thence I 80.36 feet along the arc of a curve to the ght, said curve having a radius of452.00
feet, a delta angle of 22o51'44", and a long chord beadng South 49'52'21" East, 179.16 feet;
Said easement becoming 6.00 feet in width:
Thence South 5622'50" West,6.43 feet the DNDING POINT of said easement line.
I2l 1o9-swlkease.docx
EASEMENT E
An easement ofvarying width, right ol'and adjacent to the following described easement line:
comnrencing at the w % corner ofsaid Section 35, from which the sw comer ofsaid section
35 bears South 00"53'07'West,2643.59 feet; thence along the west boundary ofsaid Section 35 South
00"53'07" West, 602.63 feet; thence South 89o06'53" East, 53.00 feet to the BEGINNING pOINT
of
said easenlent linel
Said easement being 17.00 feet in rvidth:
Thence continuing South 89"06'53" Easl, 76.90 feet;
Thence South 85'30'52" East, t41.45 feet;
Thence South 8lo55'41" East,64.89 fret:
Thence South 89006'53"East, 94.51 feet:
Said easement beconring 0.00 feet in width:
Thence South 8952'22- East, 55.37 feel to a poin( on a curve;
Said easement becoming 18.00 feet in width:
Thence 257.98 feet along the arc ofa non-tangent curve to the right, said curve having a radius
of 643.00 feet, a delta angle 0f22"59' 16", and a long chord bearing South 79.16'23,' East, 256.25 feer;
Said easenrent becoming 8.00 fbet in width:
Thence Nonh 32'20'24" East, I9.42 feer;
Said easement becoming 0.00 feel in width:
Thence South 57o42'21" East,65.40 feet;
Said easement becoming 7.00 feet in width:
Thence South 32o20'24" West, 7.22 Get to a point on a curve;
Said easement becorning 14.00 fleet in widrh:
Thence 233.74 feet along the arc ofa non-tangent curve to the riglrt, said cunve having a radius
of 547.00 feet, a delta angle of 24'29'0 1", and a long chord bearing South 49o39.l 8', Easr, 2j 1.97 feer
to the ENDING POINT of said easenrent line.
EASEMENT F
An easement 16.00 feet in width, right ofand adjacent to tl:e following described easement
Iine:
Commencing at the W % comer of said Section 35, fronr which the SW comer of said Section
35 bears South 00"53'07" wesr, 2643.59 feer; thence along rhe nonh boundary ofthe sw % ofsaid
section 35 south 89"l l'20" East,66.00 fber ro rhe BEGINNING poINT
ofsaid easemenr line;
Thence South 00'53'07" Wesr,615.71 feer ro the ENDING pOINT
ofsaid easement line.
EASEMENTG
An easement 6.00 feet in rvidth, left ofand adjacent to the fo)lowing descl.ibed easenent line:
Commencing at the W % conter ofsaid Sectiou 35, fron which the SW comer ofsaid Sectiou
35 bears Soulh 00'53'07" Wesr, 2643.59 feet; rhence Soulh 57"21,52" East,352.73 feet to the
BEGINNING POINT of said easement )ine;
Thence South 89'l l'20* Easr. 374.87 feet to a poinr ofcurvalure;
Thence 69.12 feet alonB lhe arc ofa curle to tire right, said curve having a radius of44.00 feet.
a delta angle of90'00'00", and a lo,g chord bearing Sourh 44"1 l '20" Easr, 62.23 feet to a point of
tangency;
Thence South 00o48'40" West, 147.50 feel to a poiut ofcun,atur€;
'Ihence 69.I7 feet along tlte arc of a curve to the right, said
curve having a radius of44.00 feer.
a delta angle of 90"04'27", and a long chord bearing Sourh 45o50'54" West, 62.27 t'eer to a poinr of
tangency:
l2l I 09-s$ikease.docx
Thence North 89006'53" West, 375.06 feet to a point ofcurvature;
Thence 69.12 feet along the arc ofa curve to the righl, said curve having a radius of44.00 feet,
a delta angle of90000'00", and a long chord bearing Norrh 44"06'53" west, 62.23 feet to a point of
tangency;
Thence North 00o53'07" East, 147.02 feer 10 rhe ENDING poINT
ofsaid easemenl line.
l2ll09-swlkease.docx
EASEMENT H
An easernent 6.00 tbet in width, right ofand adjacent to the following described easement lile:
CoDrmencing at the W % conrer ofsaid Section 35, from which the SW comer ofsaid Section
35 bea$ south 00"53'07" wesr,2643.59 feet; thence South i3'33'26" East,754.9s feet to rhe
BEGINNING POINT of said easement line;
Thence North 00o48' I 8" East, 132.00 feer:
Thence North 44"09'18" West, I I .28 tber:
Thence North 89o06'53" West, I 18.81 feet to a point ofcuruature;
- Thence I 66.50 feel along the arc of a cuNe to the righr, said curve having a radius ol. 106.00
feer, a delta angle of90'00'00", and a long chord bearing North 44006'53,,wesi I49.91 feet to
a point
of tangency;
Thence Nortl 00"53'07" East, 147.02 feet to a point ofcurvature;
^ Thence 166.37 feet along the arc of a curve to the right, said curve having a radius of 106.00
feet, a delra angle of89'ss'33", and a long chord bear.ing North 45.50's4,'East:l49.gt r""ito
a foinr
oftangency;
Thence South 89ot I '20" East, 374.87 feet to a poir.rr ol curvarure;
- Thence 166.50 feet along the a'c ofa curve ro the right, said cuwe having a radius of 106.00
reel, a delta angle of90'00'00", and a long chor.rl bearirrg South 44.11,20- East,-I49.91 r"et
to a poinr
oftangency;
Thence South 00.48'40- West. 147.50 feet to a poinr ofcurvarure;
- Thence 166.64 feet along the arc of a curue to the right, said curve having a radius of
.106.00
fe-et, a delra angle of 9004'27", and a long chord bear.ing South 45o50'54" vesi tso.o0 feet to
a foint
oflarrgency;
Thence North 89006'53" Wesr, I 78.26 feet;
Thence South 45"48'17" Wesr, I L33 feer;
Thence South 00'48'18" wesr, I3 L76 feer ro rhe DNDING poINT
ofsaid easemen( line.
May l, 2013
DESCRIPTION FOR TEMPORARY EASEMENT
PROPOSDD ISOLA CRIEI( SUBDIVISION NO. 1
An easement located in the southwest % of Section 35, T. 4 N., R I W., 8.M., City of Meridian,
Ada County, Idaho, being more particularly described as flollows:
Comrnencing at the W % comer of said Section 35, from which the SW corner of said Section
35 bears South 00o53'07" West, 2643.59 feet; thence South 64'56'49" East, 1843.96 feet 10 the
POINT OF BEGINNINC;
Thence Soulh 89" l3'35" Eas(, 23.18 feet to a poillt of curvatule;
Thence 98.22 feet along the arc ofa curve to the left, said curye having a mdius 0f969.00 feet,
a delta angle of 05o48'27", and a long chord bearing North ST'52'12" East, 98.17 feet to a point of
revelse cutvature;
Thence 100.52 feet along the arc ofa curve to the dglrt, said ct u:ve luving a radius of l03t.00
feet, a delta angle of 05"35'1 1", ar:d a loug chord bearing North 87o45'34" East, 100.48 feet to a point
of targencyi
Thence South 8926'51" East,67.66 feeti
Ther:ce South 00'33'09" Wes! 62.00 feet;
Thence North 89'26'51" Wesl. 67.66 feet to a point of curyottrre;
Thence 64.42 feet along the arc ofa cuwe to the left, said curve having a radius of 969.00 feet,
a delta angle of03o48'32", and a long chord bearing South 88"38'53" West,64.4l feet;
Thence Soutl:09o25'22" Wcst, 12.81 feet;
Thence North 89o26'51" West, 62.00 feet;
Thence North 33"51'41" West, 8.65 feet to a point on a cutve;
Thence 65.47 feet along the arc of a non-tangellt curve to the right, said curve having a radius
of l03l .00 feet, a delta angle of 03o38' 19", alrd a long chord bearing South 88'57''16" West, 65.46 feet
to a point oftaigency;
Thence Norlh 89'13'35" West, 23.18 feet;
Thence North 00"46'25" East,62.00 feet to the POINT OF BEGINNING. Contaiuiug 18,608
SF, more or less.
l2l I 09-rowease.docx
EXEilIBTT A
lsola Crsek Subdivision No. 1
Parcel No.: S0435325610
T4N, B1W, S 35
A0A C0UITY RECoRDER Cfi]isloph
80lSE II,AHo 05/30i13 01:37 PM
I)EPIJIY Eonnie 0betillig
NEC()NDED-REOUEST OF
Ada Counly Higll{ay Dhtid
er I). Rich lMoUl{T .00 6
lll lll[il[|ililIillllilil1ll MI
I 139593?E
(Rosorvad for Ada County FlecorUer)
TEMPORABY EASEMENT
EASEMENT (the "Easement'), is made and entered into
thi 2013, by and belween lsola Creek, LLC,
he
body politic and corporate of the State of ldaho, hereinafter referred to as "ACHD.'
WITNESSETH:
FOR GOOD AND SUFFICIENT CONSIDERATION, IT IS AGREED:
SECTION 1. Recitals.
1 .1 GRANTOF owns the real property located in Ada County, ldaho 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 Temporarv Ease 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 ldaho Code, section
40-117);
Temporary Easement - 1
(7125t121
of
referred to 'GRANTOB," and ADA COUNTY HIGHWAY DISTRICT, a
(b) conskuction, reconstruction, operation, maintenance and placement of a
Highway (as defined in ldaho Code, section 40-109) and any other lacilities or
structures incidental to the preseruation or improvement of the Highway;
(c) slatutory rights of ACHD, utilities and irrigation districts to use the Highway
and/or Public Right-otWay.
SECTION 3. Term.
This Easement shall be for a term commencing on the date of the GRANTOR's
execution of this lndenture and terminating on the relocation the Highway and any other
facilities or structures incidental to the preservation or improvement of the Highway from
the Seruient 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,
ldaho.
SECTION 4. Covenants Run with the Land.
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 requir€ments
of applicable laws, the policies of AGHD and sound engineering practices. The repair
and maintenance of the physical integrity ot the Easement shall be at the sole cost and
expense of ACHD; provided if the damage to lhe physical integrity of the Easement is
as a result of the activities of GRANTOB, GRANTOR'S guests, invitees, contractors or
agents, the repair shall be at the sole cost and expense ol GRANTOR. This Section
shall not release GRANTOB'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
(7125112)
During the term, the covenanls 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 GHANTOR, and Grantofs successors and assigns to the Servient
Estate.
SECTION 5. Appurtenant.
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 al least as good a condition as
existing on the date of this lndenture.
SECTION 8. Bindinq 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 resp€clive
interests in the Dominant and Servient Estates.
SECTION 9. lndemnification.
ACHD shall indemnify, save and hold GRANTOR harmless from and against any
and all claims foI loss, injury, death or damage, and reasonable attorney's fees and
costs that may be incuned by GRANTOR in defending such claims, caused by or
arising out of ACHD'S construction, use and maintenance of the Easement on the
Seruient Estate.
SECTION 10. Becordation.
This Easement shall be recorded in the Official Real Property Records of Ada
County, ldaho.
TO HAVE AND TO HOLD this Easement unto the ACHD until the expiration of
the term hereof.
GRANTOR covenants to ACHD that ACHD shall enioy the quiet and peaceful
possession of the Servient Estate; and, GBANTOR warrants to ACHD that GRANTOR
is laurfully seized and possessed of the Servient Estate and has the right and authority
to grant this Easement to ACHD.
lN WITNESS WHEBEOF, the undersigned has caused this Easement to be
executed the day, month and year lirst set forth above.
GRANTOR
Notary block on following page
Temporary Easement - 3
(7125112)
A'")''4
on this d dayof lhe year 2013, before me,
a Notary Publ ic in and for the Stale of ldaho,
ally appeared Thomas M. Coleman, Jr., Manager, known or identilied to me (or proved
lo me on the oalh of ) to be a Member or d€signated
agent oI lsola creek, LLc, the limited liability company lhat executed this inslrument and the
Members or designated agents who executed this instrument on behalf of said limited liability
company, and acknowledged to me lhat such limited liability company execuled lhe same.
lN WITNESS WHEREOF, I havB hereunto set my hand and atfixed my ofticial seal the
day and year in this certilicate lirst above writlen.
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the Stale of ldaho
ldaho
My Commission expires
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OF
Temporary Easement - 4
(7125112)
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lsola Craek Subdivision No. 1
Parcel No.: S0435325610
T4N, B1W, S 35
ADA CoUi{IY RECoRDEB Chrislopi0r 0. Bhh AM0UI{T .00 11
80lSE IDAH() 05/$113 01:37 Pll
PEi,Tl'B'rfll',t"3iot'l' lll I lllllt ll lllllI lll I lllll ll lil lll
Ada C0unly Highnay Disfict 113859f,71
ffi THIS PER NENT EASEMENT
(Reserved for Ada County Hecdlder)
PERMANENT EASEMENT
(the "Easement"), is made and entered into this
2013, by and between lsola Creek, LLG,
and ADA COUNTY HIGHWAY DISTRICT, a
day of
hereinafter relerred S ,GRANTOR,"
body politic and corporate of lhe State of ldaho, hereinafter referred to as 'ACHD."
WITNESSETH:
FOR GOOD AND SUFFICIENT CONSIDERATION, IT IS AGREED:
SECT toN l. Recitals.
1,1 GRANTOR owns the real property located in Ada County, ldaho more
padicularly described on Exhibit "A" altached hereto and by lhis reference incorporated
herein (hereinafl er "Seruient 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').
SECfION 2. Granl of Easement nd 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 ldaho Code, section
40-117);
(b) construction, reconstruction, operation, maintenance and placement of a
Highway (as defined in ldaho Code, section 40-109) and any other facilities or
structures incidental to the preservation or improvement of the Highway;
Permanent Easement - I
(slel12)
1.3 ACHD desires lo oblain an easement on, over and across the SeMent
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,
\./ v V \-/
(c) statutory rights of ACHD, utilities and irrigation dlstricts 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 Seruient 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 GRANTOB, and GrantoCs successors and assigns to the Servient
Estate.
SECTION 4. Appuftenant
The Easement herein granted is appurtenant to the Dominant Estate and a
burden on the Seruient Estate.
SEqTION 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 physica! 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 Seruient Estate.
SECTION 6. lndemnification.
ACHD shall indemnify, save and hold GRANTOR harmless from and against any
and all claims for loss, iniury, death or damage, and reasonable attomey's fees and
costs that may be incurred by GRANTOR in defending such claims, caused by or
arising out of ACHD'S construction, use and maintenance of the Easement on the
Servient Estate.
SECTION 7. Recordation,
This Easement shall be recorded in the Official Real Property Flecords of Ada
County, ldaho.
TO HAVE AND TO HOLD this Easement unto the ACHD forever.
Permanent Easement - 2
(slel12)
I
GRANTOR covenants to ACHD that ACHD shatl enjoy the quiet and peaceful
poss€ssion of the SeMent Estate; and, GRANTOR warrants to ACHD that GRANTOR
is lawfully seized and possessed of the Seruient Estate and has the right and authority
to grant this Easement to ACHD.
lN WITNESS WHEREOF, the undersigned have caused this Easement to be
executed the day, month and year first set forth above.
GRANTOR
State ol ldaho )
) ss.
County of J.,^
n this of n the year 2013, before me,
pe ally appeared Thomas M. Coleman,
, a Notary Public in and lor the State of ldaho,
Jr., Manager, known or identilied to me (or proved
to me on the oath of _) to be a MBmber or designated
agent of lsola Creek, LLC, the limitsd liability company that executed this instrument and the
Members or designated agents who executed this instrument on behalf of said limited liability
company, and acknowledged lo me that such limitBd liability company exeouted the same.
lN WITNESS WHEREOF, I have h€reunto set my hand and afflxed my ofliciat seal the
day and year in this certiticate lirst above written.
Public the State of ldaho
Hes gat
My Commission expl
ldaho
Permanent Easement - S
(5tet12)
TA4 t
{blrn u1
!4
*
u.J
OF
v
CENTR.A[.
DIST'R.ICT
DEP"ART'1\4ENT
ITAH-T
@s
V\J
MA|N OFFICE . 707 N. ARMSTRoNG PL. . Bo|SE, lD 83704-0825 .
(20S) 375-s2 | I ' FAX 127 3s0C
"To intprove the heullh af our t'ammunities b-t,it[eiltil),!ug sustuittablc solulio,ts lo c'ountunity hcaltlt ts.slies,
1 3-0905
luly 24,2013
Christopher D. fuch
Ada County Recorder
200 West Front Street
Boise, ID 83702
RE: Isola Creek Subdivision No. I
Dear Mr. Rich:
Central District Health Department has reviewed and does approve the final plat for this
subdivision for central water and central sewer facilities. Final approval was given
Jr;ly 23,2013.
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based
on a review by a Qualified Licensed Professional Engineer (QLPE)
representing the City of
Meridian and the QLPE approval of the design plans and
specifications and the conditions
imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is
cautioned that at the time of this approval, no drinking water extensions or sewer extensions
were constructed. Building construction can be allowed with appropriate building permits if
drinking water extensions or sewer extensions have since been constructed or if the developer
is simultaneously constructing those facilities. If the developer fails to construct facilities then
sanitary restrictions may be reimposed, in accordance with Section 50-l326,Idaho Code, by
the issuance of a certificate of disapproval, and no construction of any building or shelter
requiring drinking water or sewer/septic facilities shall be allowed.
Servt;tg E/alle3;, Elntore, Boise, and,4tla Counlies
Ada / Boise County 0ffice
707 N. Armstrong Pl.
Boise, lD 83704
Envko, Health; 327 -7 499
Beproductlve Health: 127-7400
lmmunizations: 327 -7 450
Senior Nutrition: 327 -7 450
Y,llC:327-7488
FAX:327-8500
Elmore County Otfice
520 E. 8th St. North
Mountain Home, lD 83647
Enviro. Health: 587 -9225
Family llealth: 587 -4407
WC: 587-4409
FAX: 587-352 1
Valley County 0ilice
703 ll. lst St.
McCall. lD 83613
Ph. 534-1 194
FAX: 634-2114
\-, \-' V \-/
If you have any questions, please call327-8517
Sincerely
?*{_:
Lori Badigian, R.E.H.S.
Senior Environmental Health Specialist
cc: Department of Housing and Urban Developn-rent
Coleman Homes, LLC
Enginering Solutions, LLP
City of Meridian
LB:bm
i,,NdL.i
\7 \-/ lsola Greek,
LLC
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Proiect:
Total Contract Amount:
Through Change Order:
0000000006
lsola Creek Phase #1
Landscaping
1000000000 Land Development
$205,767.00
Contractor:
Vendor Numbor: 260350
Power Enterprises lnc
16131 N Franklin Blvd.
Nampa lD 83687'
(208) 461-4670
Work Comp'd Thru:
lnvoiced Date:
Memo:
Paymenl Request #:
09t11t2013
l_- CoNTRACT TOTALS l-- pRtoR B|LL|NG
-_!
l__- oURRENT BILLING --l l-
ToTAL BILLING -l
. LINE/CO DESCRIPTION C.CODE OUANTITY U/M %
QUANTITY
BILLED
001.000 Common Area 080-01 1
Totat Contract and Change Orders:
Pre-Liens:
Supplier
205767.00 205767.00
205,767.00
Amount
0 0.00 0
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
0.00 0 0.00 0
0.00
0.00
0.00
0.00
0.00
Satisfied
Thru Date
Joint
Check Amt
Wed, Sep 11 2013 03:38 PM
'@Lr*r,r,r,,
\-, \+ lsola Creek, LLC
\^/
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Project:
Total Contract Amount:
Through Change Order:
Contractor:
Vendor Number: 290550
Superior Const & Excav
P O Box 455
(Meridian ) lD 83680-
0000000001
Phase 1 Bellano -
Sewer/Potable/lrrigation
1D00000000 Land Development
$1,486,998.98
Work Comp'd Thru:
lnvoiced Date:
Memo:
Payment Request #:
09t1112013
l-- CoNTRACT TOTALS
--l
l--- pRtOR B|LLING -----l l----- CURRENT BILLING
-l
l-- ToTAL BILLING -l
| .]-r
':" .. i, l
TOTAL
BILLING
LINE/DATECO DESCRIPTION C:CODE QUANTITY U/M TO
UNIT TOTAL
PRICE ,CONTRACT
QUANTITY PRIOR
BILLED BILLING
OUANTIry
% BILLED %
001.000
002.000
003.000
004.000
005.000
006.000
007.000
Sanitary Sew
Potable Wate
Storm Sewer
Pressure lrr
07/'15 lnvoic
07/15 lnvoic
07/15 lnvoic
055-01
065-01
060-02
@e 'r- *" lsola Creek, LLC v
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
'1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Project:
Total Contract Amount:
Through Change Order:
0000000003
BellanPhasel-Street
Lights
LD00000000 Land Development
$54,300.00
Contractor:
Vendor Number: 290179
Southern ldaho Electric
PO Box 182
Melba lD 83641
(208) 495-2773
Work Comp'd Thru:
Invoiced Date:
Memo:
Payment Request #:
09t1112013
l----- CoNTRACT TOTALS
---l
l---. pRtoR BTLL|NG.-----l l-- CURRENT BILL|NG
-l
l- ToTAL BILLING -l
001.000 Street Light 075-06 1
Total Contract and Change Orders:
Pre-Liens:
Supplier
54300.00 54300.00
54,300.00
Amount
%
0.00 0
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
.:
QUANrrry cuRFENr
BILLED BILLING Yo
0 0.00 0 0.00 0
0.00
0.00
0.00
0.00
0.00
Satisfled
Thru Date
Joint
Check Amt
Wed, Sep 11 2013 03:35 PM ,:f#,l
@a'+ \/ \-7
lsola Creek, LLC
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Project:
Total Contract Amount:
Through Change Order:
0000000006
lsola Creek Phase #1
Landscaping
LD00000000 Land Development
$205,767.00
Contractor:
Vendor Number: 260350
Power Enterprises lnc
16131 N Franklin Blvd.
Nampa lD 83687-
(208) 461-4670
Work Comp'd Thru: 09t1112013
lnvoiced Date:
Memo:
Payment Request #:
l__--- CoNTRACT TOTALS l---- PRIoR BTLLTNG -----l l---- CURRENT BTLLTNG ----l l-TOTAL BTLLTNG -l
UNIT
LINE/CO DESCRIPTION C.CODE QUANTITY U/M PRICE
TOTAL QUANTITY
CONTRACT BILLED
PRIOR
BILLING
QUANTITY
YO BILLED
CURRENT
BILLING o/o
TOTAL
BILLING
TO DATE TO
001.000 Common Area 080-01 1
Total Contract and Change Orders:
Pre-Liens:
Supplier
205767.00 205767.00
205,767.00
Amount
0 0.00 0
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
0 0.00 0 0.00 0
0.00
0.00
0.00
0.00
0.00
@rye, v \-/ lsola Creek, LLC
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Project:
Total Contract Amount:
Through Change Order:
0000000003
BellanPhasel-Street
Lights
LD00000000 Land Development
$54,s00.00
Contractor:
Vendor Number: 290179
Southern ldaho Electric
PO Box 182
Melba ID 83641-
(208) 495-2773
Work Comp'd Thru:
lnvoiced Date:
Memo:
Payment Request #:
0911112013
l---_ CoNTRACT TOTALS --_--l
l_.-. PRTOR B|LL|NG ----l
l-- CURRENT B|LL|NG
-.l
l- TOTAL B|LL|NG -l
UNIT
DESCRIPTION C-CODE QUANTITY UiM PRICE
TOTAL OUANTITY PRIOR
BILLING
OUANTITY
% BILLED
TOTAL
BILLING
OA TO DATE
CURRENT
LINE/CO BILLED BILLING
001.000 Street Light 075-06 1
Total Contract and Change Orders:
Pre-Liens:
Supplier
54300.00 54300.00
54,300.00
Amount
0 0.00 0
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
0 0.00 0 0.00 0
0.00
0.00
0.00
@qs' v \./ lsola Creek, LLC
PAYMENT VOUCHER REQUEST
lsola Creek, LLC
1859 S. Topaz Way
Suite 200
Meridian, lD 83642
Contract Number:
Contract For:
Project:
Total Contract Amount:
Through Change Order:
Contractor:
Vendor Number: 290550
Superior Const & Excav
P O Box 455
(Meridian ) lD 83680-
0000000001
Phase 1 Bellano -
Sewer/Potable/lrrigation
LD00000000 Land Development
$1,486,998.98
Work Comp'd Thru: 09t11t2013
lnvoiced Date:
Memo:
Payment Request #:
CONTRACT TOTALS --_-I I-- PRIOR BILLING -----I I-__ CURRENT BILLING -._-I I-
TOTAL BILLING -I
UNIT
LINE/CO DESCRIPTION C.CODE QUANTIry U/M PRICE
TOTAL QUANTITY
CONTRACT BILLED
QUANTITY CURRENT
o/o BILLED BILLING o/o
PRIOR
BILLING
TOTAL
BILLING
TO DATE o/o
001.000
002.000
003.000
004.000
005.000
006.000
007.000
Sanitary Sew
Potable Wate
Storm Sewer
Pressure lrr
07l15 lnvoic
07/15 lnvoic
07/15 lnvoic
055-01
065-01
060-02
068-01
055-01
060-02
065-01
1 38758.00
IBO&SHOWINGA CREEK PLAT SIYIBE$UTTSEOUU ffiO. I
LocA rED' *'#E*ioYo(l
?[
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BRIDGEIoWER c:ffitlc SUBolv.BloN t{O. 2
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XNOW ALL Uil BY NES PRESENE:
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APPROVAL OF CITY ENGINEER
APPROVAL OF CEN'IRAL OISIRICT HEALIH DEPAR]I,'ENT
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ISOLA CREEK SUBDIVISION NO. 1
VICINITY MAP 1 ":600'
L,.ATED '' 'X,?*tH,/fr %flTt"h:%J# R lw ' B t'/
rl
ol \
!t I
z.
I
1
II
MERIDIAN CITY UMITS
SITE
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rffi ffi a-l---T
vr
T2
BRIDG[T0W[R CROSSING SUBDIVISION No. 2
6,,PIRR
11
4' METER VA'LT
r---
AUG 0 b iiri3
MERIDIAN COMMUNITY
DEVELOPMENT DEPT.
13
REVI
TB
12
U-
J
a\
l!
J
N
B
,u
W. TENUIA ST
Topping Sleeve, 8' x 4'
Topping Sleeve, 6' x 4'
Iopping Volve, 4'
P.C.C. Thrust Block (ls required even if not shown)
See $loter Note I on Title Sheet ond ISPWC SD-40J
Single Metered Service Connection, 4", with 4' Meter
per Std. (W7) with lYilkins 375ADA Reduced Pressure
Bockflow Preventer or Equivolent (ttrot is opproved by the
Engineer ond Meridion City lYoter Dept.) Volve Wheels Sholl
Choined Together ond Locked to Prwent Unouthorized Use.
SO{L[ l'=30'
Dwc.DATr OE/OS/13
PRoJ. No. 121109
lsola Creek Subdivision No, 1
P.l. - Secondary Source
FNOINEENIilO
Tor unons
1029 N. ROSARIO ST., STE. lOO
MERIDIAN, IDAHO 83642
P?ronc (206) 9JE-0980 Fox (2OE) 9J8-C}(XI
LoCATED rN THE SW 1/4 OF
SECTION 35, T.4N., R.IW., B.M.
MERIDIAN, ADA COUNTY, IDAHO
10F1
SHEET
121006 Bos.dwq ker
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BEA8ING
8C06'53' E
005107' E
8!r06'5J' E
8C06'53' E
8:t11'55' E
69'06'$" E
8906'5J" E
6906'5J' E
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ES'06!s w
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89'05 53' W
45'18't7" r9
0u16'18'W
322b'2{ E
3t20'2{ W
56'22'50' W
DISIANCE
68.00'
147.80',
55,00'
208.9+'
71.94'
16Es{
5J.m',
76.90'
141.45'
64.89'
9+.51'
55.37
65.40
66.00'
132.00'
1 1.28'
I lE.6t'
t+7.02'
178.26'
1t.53'
t31.76'
19-42'
7.22'
6.1J'
'|
35
flfiURE
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3
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17,41 SF +/- LINE TABLE
UNE
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Ll
t5
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L7
t8
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110
Llt
BARNG
5 8906'5J'
s Bs06'53'
s Bs065J',
s 0053'07'
s 8906 53'
s 0053 07'
N 4621'53'
N 00'53'07'
s 8906'5J'
N 005J'07'
N 6906'5J"
t
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F
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lv
IT
E
E
E
lv
usTAflcE
m,6/
20.00'
29.J8'
1 't3.20'
5.s0'
192,72'
12.22'
164.06'
93.20'
29.J0'
I
I
I
i
I
I
I
-+- UNE TABLE
LINE L' u LJ L{ r-5 S s S s N 8!892651'E 0dJ3'09'W 0925',89'2651'W 8E}yt3'35'E RING 22'W DISTANCE 62.67.23.67.tz8t' 00', 66' 18 66'
L6 L7 t-19 8 N N N N 89265r'w 3551'41'W 8913!0046'25'E 5'Vl 62.62.8.23.65', 00' 00' 18'
C1
c2
CJ
c4
ErcTH
9g.n
r00-52
64.42
65,+7
CUR/E TABLE
MDIUS OEITA CHORD BRG
969.00 t4627' N 8r52',12" E
r0l1.m 5lt1r' N 8745'34" E
s69.00 34832' S 8gj8'51', lv
r03r.00 $38'19' s 8a57'16" w
OJORD
98.r7
1m.18
6+.41
65.16
35
F\,IURE
PB}SES CURVE
u
\\o PqNr 6 trAMl c
8608 ff +/-
_t
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I tr UNPLATIED
UNPLATTED
(_
a
E
E t UNE Tff
5
S
UE
LI a
B
5
6
B
ts
Lll
Ll2
Lr!
Lt4
Ll5
116
L]'
L1A
Lt9
u0
w
rfrJrl E 2r,2I
3r!58'E 26,td
M27', E 29.S
2Jrd.l'E t9.3d I '
rJvG' , a.6 ll
@'22't ll.v \
4@1tr E [.27
s1t'{ fl,ts
1t5d42'r 23.$
ats(2'f, r4,rt
6m, t a,d
rdd E r{34'
aiadr/ mld E E 21.2r.2J 21
ms a s../
-
o
tr
zds
+ f
N 3JJ7'10'
'El'R
J.EGOO -l;
gffiffi s.d
\\ w
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SffilMYMMM
ffi nE - lm. w. rrs937r t
\\ 3
,'8
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=
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s &rrf E ,.-
IENUTA sI.
,td
BLOCK
1
22
--€ ---+ DR. s Etls E a&ol
2
lv. usler RoaD_
11
MWffi@TUXIilUMtr
s 5/8'rs" itr iAffi w
s !2'4t'nsrAsN
um5n'nMsl@
u ruxm
r00lm2mm
-
hh; l'= 1m'
SHEET 1 OF 2
3$@
I
I
(
I
I
Eii
3ic
7
I
I
COI..EMAN HOMES LLC
OEVEL@ER
MERIOIAN. ID
196391.00
358648.00
214415.60
138758.00
157112.80
282915.58
138758.00
1 96391.00
358648.00
21M15.60
1 38758.00
157112.80
28291 5.58
1,486,998.98
Amount
138758.00
1 96391 .00
358684.00
63047.89
1 38758.00
157112.80
282915.58
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
0
0
0
0
0
0
0
I
1
1
0
1
1
1
100
'100
100
29
100
't00
'100
0.00
0.00
0.00
0.00
0.00
0.00
0.00
100
100
100
29
100
100
100
0 138758.00
0 196391.00
0 358684.00
0 63047.89
0 138758.00
0 157112.80
0 282915.58
Total Contract and Change Orders:
Pre-Liens:
Supplier
1335667.27
1335667.27
0.00
0.00
0.00
Satisfied
Thru Date
Joint
Check Amt
Wed, Sep 11 2013 03:35 PM
#-,
IIIH;IITIAR'GYSIIMS
-
Page 1 of 1
0.00
0.00
Satisfied
Thru Date
Joint
Check Amt
Wed, Sep 11 2013 03:35 PM
Nt,:
lEffilrmRxsvsnrus
-*
Page 1 of 1
Yo
Satisfied
Thru Date
Joint
Check Amt
Wed, Sep 1'120'13 03:38 PM
.ffi.',,
IIIHIT'AR'(SYSIEMS
-
Page 1 of 'l
[Effil*ftRrsvsrg^/s
-
Page 1 of 1
!rNElco DESCRIPTION C.CODE
OUANTITY U/M
UNIT
PRICE
.TOTAL OUANTIry
CONTRACT BILLED
PRIOR
BILLING o)/o
0
068-01
05s-01
060-02
065-01
'138758.00
1 96391 .00
358648.00
214415.60
1 38758.00
157112.80
282915.58
138758.00
196391.00
358648.00
214415.60
1 38758.00
157112.80
2829't5.58
1,486,998.98
Amount
138758.00
196391,00
358684.00
63047.89
138758,00
157112.80
282915,58
Total to Date:
Less Prior Billings:
Current Gross Billing:
Less Retainage:
Current Net Billing:
100
100
100
29
100
100
100
Joint
Check Amt
0
0
0
0
0
1
1
,|
0
1
,l
1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 138758.00
0 196391.00
0 358684.00
0 63047.89
0 138758.00
0 157112.80
0 28291 5.58
100
100
100
23
100
100
'100
Total Contract and Change Orders:
Pre-Liens:
Supplier
1335667.27
1335667.27
0.00
0.00
0.00
Satisfied
Thru Date
Wed, Sep 1120'13 03:35 PM -ffi;
lfiHfriiersvsr,: rrrs
Page 1 of 1
@rys
%
Page 1 of 1
a
TOJAL
BILLING
TO DATE
TOTAL
CONTRACT
PR!OR
BILLING o/o o/o
0
7-16-13
3398
7-29-13
3421
7-29-13
3422
7-29-13
3423
7-29-13
3424
SG
SG
SG
SG
SG
SG
SG
@ez_
RAKOW CONSTRUCTION SERVICES. INC
3369
Teano, SSv
5-3
Teano, SSv
10-3
SG
SG
SG
SG
SG
SG
SG
SG
ln-place
Density,
PCF
Max. Lab
Density,
PCF
116.0
123.1
116.0
1 16.0
1 05.0
1 05.0
105.0
116.0
116.0
116.0
105.0
105.0
105.0
%Max.
Oensity
Obtained
96.2
95.9
96.2
98.0
97 .7
97 .1
95.6
95.5
96.6
97.1
95.2
96.s
96.6
97 .7
Tenuta, SS
24-1
7-12-13
3373
Tenuta, SSv
4-2
7-',t2-13
3374
Thames, H2O
6-2
7-16-13
3393
Tesino, H2O
3-1
7-16-13
3394
Tesino, H2O
RAKOW CONSTRUCTION SERVICES. INC
105.0 96.9
123.1
123.1
1 16.0
132.1
132.1
135.0
'1 35.0
116.0
116.0
100.1
ohlfia*
DenBity
Obtained
97.8
95.4
96.1
96.5
06,
95.7
97.9
95.4
9 5.6
96.2
96.0
97.5
96.5
95.5
6-27 -13
3336
6-27 -13
3337
6-27-13
3338
6-27-13
3339
4BSG 129.4 9.1
2BSG 126.1 1 0.1
l BSG 129.',| 5.4
5BSG 129.9 6.0
SG 111.4 '13.8
4BSG 113.'r 14.2
2BSG 96.6 22.1
SG '13.0
4BSG 118.8 12.7
G27-13
3341
7-1-13
3347
7-1-13
3348
7-1-13
3349
7 -1-13
3350
7-1-13
3351
7-1-13
3352
t-t-t5
RAKOW CONSTRUCTION SERVICES. INC
123.1 96.5
6-27 -13
3340
Teano, SS
3-3
122.1
117 .5
I
E
(
(
1.583
0.942 fnis number must be less than TOTAL Thickness
Design (ACHD or ITD ValLIes)
Depth Substitution
Inches Ratios
.\sphaltic Concrete (:rt least 2.5):
Asphrlt Trcatcd Base (at least {.2):
Cemcnt Trcatcd Blse (at lcast {.2):
Urtreated Aggregate Brse (at least {'2):
Granulrr BorrorY (rt least 4.2):
L95
l.l0
1.00
3.00
0.00
0.00
4.00
12.00
Gnlvor. EqUtvalrxT METHOD - PavBMeNT THICKNESS DESIGN PnOcsounBS
CopyrighL @ 20 I 2 lvlaterials Testing & InsPection, lnc.
2791 south Victory View way o
Boise, lD 83709 "
(208) 376-4748 , Fax (208) 322-6515
mti@mti-id.com o www.mti-id.com
eet Qp
Lab
Test ID
0.0-6.5
Fill (Fill Varied): Brotvn, dry to slightly ntoist,
variable fills. Primarily silty sands
u'ith some
is.
Copyright @ 2012 it{aterials'festing & lnspection, Inc
2791 South Victory View Way o
Boise, lD 83709 . (208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com " www.mti-id.com
throughottt.
s ieve
MLsilts lnorganic silts; sandy, gravelly or clayey
CL Lean clays ; inorganic, gravelly, sandy, or silry, low to medium-plasticiry
clays
OL Organic, low-plasticily clays and silts
Silts & Clays
LL<50
MHsilts Inorganic, elastic silts; sandy, gravelly or clayey elastic
CH Fat clays; high-plasticiry, inorganic clays
OHsilts Organic, medium to high-plasticity clays and
Silts & Clays
LL>50
Fine Grained
Soils >50%
passes No.200
sieve
HighlyPTcontent Organic Soils Peat, humus, hydric soils with high organic
Copyright @ 20 L2 lvlaterials Testin-l & lnspection, lnc.
SC
2791 south Victory View way , Boise, lD 83709 "
(208) 376-4748 , Fax (208) 322'6515
mti@mti-id.com "
www.mti-id.com
Idaho Transportation Department
Liquid Limit
water content
mean sea level
Standard "N" penetration: blows per foot, Standard Penetration Test
nonplastic
Porlland Cement Concrete Pavement
vapor permeabiliry
Plasticity Index
photoionization detector
polyvinyl chloride
cone penetrometer value, unconfined compressive strength, psi
Penetrometer value, unconfined compressive strength, tsf
Unconfined compressive strength, tsf
Standard Peneffation Test ( 140:pound hammer falling 30 in. on a 2:in. split spoon)
split spoon (13/8:in. inside diameter, 2:in. outside diameter, except where noted)
shelby hrbe (3:in. outside diameter, except where noted)
Unified Soil Classification SYstem
United States Department of Agriculture
underground storage tank
vane value, ultimate shearing strength, tsf
apparent groundwater level
Copyright @ 20 I 2 Vlatcrials Tcsting & Inspection, Ino.
2791 south Vlctory View way . Boise, lD 83709 "
(208) 376-4748 . Fax (208) 322-6515
mti@mti-id.com " www.mti-id.com
2791 South Victory View Way "
Boise, lD 83709 "
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com . www.mti-id.com
(208) 376-4748 "
Fax (208) 322-6515
mti@mti-id.com "
www.mti-id,com
and should be based upon subgrade soil
typ",
-"o.nposiiion,
and firmness ol soil rtuUitity. If underground storage tanks (USTs), underground utilities,
wells, or septic systems are discovered rluring construction_ activities, they must
be decommissioned then
removed or abandoned in accordance with governing Federal, State, and local agencies.
Excavations
Copyright @ l0ll, Materials Testin-l & lnspection. lno.
2791 South Victory View way . Boise, lD 83709 ' (208) 376'4748 "
Fax (208) 322-6515
mti@mti-id.com, r,ww.mti-id.com
Insoections
and were predominately of granitic origin. Within test pit 6 we exposed a relatively deep
fiil zone, associated
with adjacent canal featur"i. Gror-rndwater was encountered here befbre we reached the native underlying
soils.
Competency of test pit walls varied little across the site. In general, fine grained soils remained
stable r,vhile
-or" g.unuiar sediments readily sloughed.
Moisture contents also affected wall competency with saturated
soils h-aving a tendency to readily slough when under load and unsupported laterally.
2791 South Victory View way "
Boise, lD 83709 "
(208) 376-4748 ' Fax (208) 322-6515
mti@mti-id.com' www.mti-id.com
E Enrrircrrrner.tial Seil/ices E Geoiecl-rnical Errgineeriirg Q Consiruction lrlaierials Tesiirrg tr SPecial
lrtsPections
2791 South Victory View Way o Boise, lD 83709
" (208) 376-4748 ' Fax (208) 322-6515
mti@mti-id.com " www.mti-id.com
Boise, lD 83709 "
(208) 376-4748 ' Fax (208) 322-6515
mti@mti-id.com . www.mti-id.com
3
3
4
4
4
4
5
5
5
5
6
6
6
6
6
'7
7
8
8
8
8
9
9
t0
10 ll
1l
l2
12
t2
l3
13
l3
t4
1,1
l5
I5
l6
t6
t7
l8
l8
l9
20
26
21
28
Copyrighl @ 2012 Materials Testing& lrsp€ction. Irrc.
2791 South Vlctory View Way . Boise, lD 83709 "
(208) 376-4748 , Fa/. \208) 322-6515
mti@mti-id.com o www.mti-id.com
V. Dischargo lniormatlon
righB nqainst €sch other ud their raspeofive enployeas, agonts! cotrtsactors, subcontractoo 0d sub-subconrractors for dansges
caused by risks covered by the property insurmce ia Sectioa, except such rights as thcy mayhave
to the proce€ds ofsuch in rame.
17. Defaulg Termlnation lor Cru3c,
l7.l Should t[c Contsactor fril at arry time to supply
"
suffoicnt nu!$€r ofpropedy skilled wortmea or
slqcie(rt t[slerialr ad equipmcnt of tb proper quality, or fril in aay rcspect to prosoctte thc work with proqhess
ard
diligeace, or fafl to prorydy conBct defective work or fril in ttre per{ormancc of
ony of the agremeats hirein contained tho
Owner may, at his optioo, p@vide euah labor, EaErials, and equipnent and d€aluct the oost lterco{, Aom aay monry ther
due or to become duc to thc Contzstor undff rhis AgtleEcnl
17.2 Ifth€ ColEactor at afly timc chall cause by any action or omission the stoppage or interf€ftac€ x,ith the
work of tlc Ovaor or otter subcoui'actors, or ftil in tte prformaace ofany ofthc c,ov€Dmte herein oontained, or be lnable
to Eeet his &bts 8s thcy rnahre, the Owner may, at his sole qtion, at any timc efter serviag v.ritten notice as such
(hfrult
with direction to cure iu specifio period, but not less than tyro (2) worldng days, and tbe Co ractor's frilure to
cure fre
defrulq tfrminaE the ContaElor's emplolm.ont by deliveriag writtea notice of teimination to tte Contactor, There€fter, the
Owner may take posession ofthe Wod at the site, and firough itself or othcrs prcvide labor, equipm.eat
CoNSTRUCTIoN AGREEIvIEMI Contactor Iaitials
and
Page 4 of6
io
As regrired by law (not less tLat E300,000)
$ r,000,000.00 Each Acofttcnt
S 1,000,000.00 Each Ocsurreoce
$ 2,0@,000.00 Gcncral Aggregate
aad clean cmdition
13. Wnartrty. T!6 cotrtactor uErrarls to the Owser thst, to thE er(te,lt cousistot with the slanduds of car€ and
diligence normally practic€d by pfld€tt constructioa contraclot8 in petfonaiog
Vork ofa siailar natre, every psrt of th6 Work
sball be executed in a good workcrJike marmer and, whete applicable, ia compliance with the msnufrctrer's r€commerdations and
speciEcations. All maEials used and equipn€ot ftroishod sball be new and ofgood quality, except as othswise orpressly agred
by the Owaer. Tho Conaaator fitrther warauts, foraperiodof ole (1) yer, that the Work will be tee Aom rnat€rial defccts trot
iatrirgic to the deeieB or aaterids.
CoNsrRUcfloN AGR-EMEMT Cotrtractor Iaitials
Page 3 of6
4
4, Chauger;Subrtltudonr.
_ _ 4.1 Changes. Oqmer may add to or deduot ffom Contractor Wott by vnitten order ('Change Ondet'). The
order shaU sot forh tho chrtrges involve4 and tlr fair value and timc impact thereof, as murually igreert by Oumer and
Clrkaobr. In absence ofmutual sgr€€rlent as to lte fair rrahre ad tiirc i4sct
ofrbe Change Ordcr, Owacr and Coufaotor
+ell iEmediatcly att€opt to rcsohre the disprte though dft€ct discussions.
-Pcrarting
thc resJtotior oirc a6ote, Contactor
sball perform thc Wotk ia accordance with thc Cbange Ordcr and owner sh3ll pay Contrscto(
ary altrolmb ;t subj€ct ro
dispute. Os/r6t shail rct be rcsponsible for, or obligated to pay for, any ahsnges or substitutims that havc not been
ardtroriz.ed in advance by a Change Order executed by Oumer. Coaaactor sbrll t€a! any vertal authorization or direction for
a clar$c by Owner to bc a dircctive to promptly prepare, for Owner's approral, a nritten Change Ordor coE
islemt wi& the
v€rbal authorization or dirrection-
Coatactor CoNsTRUcrroNInitials AcREl"rB{T
Pagc 2 of6
"*r.pt
; G ;d,;- '
eryressly provided in this Agrpement
Cor,tsrnucron Acngpnuu Cortactorldtids LJ
Page 5 of6
diligence, or &il to pro4dy co;rect defcctive work or fail ia tbe pedormaace of ay of tfie agreemcnt n&ein
-coauine4
tle
Owaer man at his optioa provirie zuch labor, Eld€ri8ls, ard equi!@rot 8od deduct ahe coct thereo! Aom aoy money tbea
due or to bccome duc to the Cotrt'actor undq this AgrpeE€,nt
17.2 If 6e Cotrt'actor at &y time sh8ll cause by ary actiotr or omissior the otoppage or interferencc witb the
wort of tho Owncr ff o$€r srbootractots, c friI in the perforoaace ofaay ofthe covenanB herein
oontaire4 or bc uoable
to meet his debts as they Erahrre, the O\l1xer oay, at his sole optioD, al any tiae after serviog wr-iften notice ae sqch d€,fault
with dirtction to cure in specific period, but not less 6atr two (2) wortiDg days, afld the
Co[tractor's failure to cure the
clefrulr, terminde the CoBkMor's €Eplo)rooont by deliv€ring u?itten mtige of teminarion to the Conaactor. Thereafter, ffe
Olryrcr may tsk€ possession oftbe Work, at the site, aod tbrough itselfor othas pmvide tabor, equbsrtrt aud materials tp
CoNSTRIJCTIoN AcRBMBr Coatractor nidals A \.rJ
Page 4 of6
rtirr contractor shell
asseuble and distributc the site Rcquirements o all sbconractors p'"ro..irg wort
""
fi; hrj;;il. conrractor sball stictty
cnforce the SiE Rcquirements &niqg tte constuctioar ofths projcci
10' Permltq ['ec*, Tertc rnd rnrpecdoil. conbactJor shsll, st i6 owtr cxpe$re, obtain
all aecessary permits and licenses,
and pay all fces fraf arc included in the Ccntractor's Proposal Conuactor shall
oni*rr.'*a gi". pip* uniuon notice ofall
rcquirEd tests, inspcstio$ aud approvals of the work at suoh times so as not io delay tte proffi oI,iI noio1 conbactor shqil
poryflyprovideowucrwith altcertificates of testing orinspeotion, andall
ryproval*i"nii"d*d"o.
11. Suppliere sr.l SubcontrrctDrs, Prior to etarting wodr, Contacbr shall
agbmit to Ouner a list of all supplicas anrt
subconfiactore wfoo will perbrm Work on tte project
12' sfaging; stomge oflVraterieh; Cleen-up. coqtractor sfiqll conaSe
{rationl at fte project
brylawandtreowner'ssiteRequirwenrn. site to arcas p*Eited
contracto,rohallstoreuatcriatsuoacoaa,rctaotivitiesinoilytroseareastlirectedby
ouaer' contractor sball be solely responsibte for secruing its materials d eqEipment from a".ug" .ra turn contactor *h*ll at
all timee fuing ib p€tfsruance of the work keep
uponworlc coryletio'n tbe Proiect eite reasonably a.io *a ru to* iJ[rorrtirg fiom tb
of the Frojrcl ths c,onrrocbr *at rern"jrc all constuction debris and equipr",J-uiJ-tor"
nndnpat &e pmmires in a
clcao cOndition
13. Worranty. Tle Contactor wrftlnts io thc Oumerlhat, to the cxtcot ooncietfst vdth
fie standards of care and
diligmce normallypramiced by pnrdent constnrctio-n
ryntrastors ia perfo.ming
wor& of a rirtil* ;f,,,", wery pa.t of the work
thull-F executed-in a good wortcrJike rnnnner
an_d, wtere applicaotg in compliance with G;;ufactm,s rccomm€ndatiso, and
ryecificatioms' All materials used end equipment furaished eiall be new ad of
t*o_qr*rr,-**, is orberurisc e4preasly agi.ed
by the ocmer' The conractor fiuths warrmts, for a period of one
(l) yer, oat the wo* irru rc'tG aom mataial defects
intrinsic to the dorip or maErials. not
CoNsTRUCTIoNAanrnumrf Csntractor Iniriale ,^,U
Pago 3 of6
or prchlirt wo* performed by owlrr or others, or
(iv) Contsactor's faihne to proyide acc€ptable eviaence'ofpayrncnt
ror
labor, mat€rir.ls, equipmeDt or sq,plics frrnished in coonection with the Wort or Conn'actoi,r ruf,* to!.",pty.*,*u
any liel 6led agaiast lhe kojeot sit€ rclsEd to the Work.
3.3 Final pavmsd. Fitral
payoeat oftlre eotire Cootact pric€
sball be made ody upon
olnr'1 (D filal comdetion aud accephce of all Work by owacr, owner's urgineers ana thJ
qipropriate golgmnental
althoitics, (if cteipt of all vruranty documenta (iocl 'aing
manu&aurer *arruties), maauals, ti- it*".f, aa aoy otto
doctmertation ttasonably rcquesied-by ownc,t, od (iii) re,ceipr of satisfa.tory evidence
tbat Contactoi tu" pui au wort"rr,
subcotrtr8clors ard fiIppli€rs for work_paformcd and nrateriala srqplied for the Projecl Coot""tor;" acc-eptii"e
ora^r
psyment shall constitu& a waivor ofall clairs by Comactor relaring b rhe Work
4. Chrtrgcsi SubEtihrtions.
4.1 Chanses. Ou.n€r rtray 8dd to or dEduct fiom CoDtractor lvork by Mitten order (,Change
Ords,). The
svda6-sLrll se1 forth the cbanges involved, and th fiir value aad time iorract rhercoq as ,outuauy lg."J-u, <j*J-u
contrscto!. In aboence ofmutual agrcemcat as to the fiir valuo antl timJ impact of tie Cr,,"ge &,
-ti.'*"
-? C"r"*,".
shal inmraliiately sttr@t to resolve lle di8ute through direct dirussions. Penrting thc reso'iuri- oJrt" A-*rrtq
rfBll C;;*",*
disprrte. perform Owner tho sball wort lot in be sccordalce resl,olslble wiff for, rhe or cbange obligated order to pay aod for, owner any ^rhalt h,,,ges p"y Atrtl*;; ;tr-.*" iii"iti;,
a
adldz{ in adwlce try a Chauge ordot executed by ownet coatraior.l"1 treat Lr subJrd; -y rJrr--oo1i",br-r-ui* L;;; ol-6}ii.;* rir"
ro.
s cbs[ge by owtrer to be a directive to promptly prepare, for owner's approwal,
a *ritten Changr oa",
""ir;rtr"t
*itt ,rr"
verbal arutoriztion or direction,
Cootato, friti"t A V
CoNsrRrrcTIoN AcRrEMB,tr
Page 2 of 6
Dater
Page 1 of6
I
tlz511_
CoNsrRUCroN AGREE\rENT
Conbactor
Page 5 6
work ofthe Ouner or oth€r subcotrtaclon, or Eil in the performance ofany ofthe covenaots hereir conuined, or be uable
to meet his dgbts as they sr4tule, thc Owner B'ray, at his sole option, at aay time after serviag written trotice ss sucb default
witl directioD to cure in specific period, bur not less than tq,o (2) worting days, and the Cotrtractor's fsilure to cule the
default, t€rminate ttre Contractor's omploymEnt by deliverhg Ylritte[ lotice oflerrlinatioo to the Consactor
O\rder Day lrke possecsion ofOre Wodq at the siG, and tfuough atselfor otte.s provide labor,
CONSTRUCTION AGREE{EI\|T Contractor
Page 4 o
the
asscmble ,l"u
and distibute the si& Req[irEmeds to all subcontractors pcr&rmiag'Work otr thc
prqjcct sitc. coor.."[r-rt
edolge lte Site Re4uircDerts during tle constuctiot ofthe projeci U ,tirly
10. Permitg Feer, Telb ald Iaspeclionc. cotrtrictor shal! at its own expeosg obtafu all necessary
permils and licelses,
and pay all fees that are included in the Contractor's Proposal. conaador sball schedule'ana give
properwrittli-iJi". orru
rcquired tests,
-inspcctions
pro'pdyrur provide and approvals of thc work at such tincs so as not to delay thc pmgrl" olt* r-jii-'c-Ji"u"t .
owtrEr with a1l oeftificsres of tesdlg qr i,spoctiorl aad
all approval or dcrriisrcy lotices.
11. Supplierr eld S[bconbactors- prior
to strtiog wor! Conrractor shall sublrit to Owncr a list ofall supptiers
atrd
subcotrracbrc qdo will
perform Wor& ou thc projecl
12.- stegitrg; Storege 0f Miterirft; Cter[-[p. Coatzctor sh,ll codhne opEratioDs al the
prcject siie to areas
permifl€d
by law aud tl, e outer's site ReguitemeDts. contrsctor shall storE materialg and.co#uct
".t"iti* i"
"iiv rt*..ll,l"*,.a t,
o&!€r. conttactor sh!.| be sol€ly re'tponsible for .ecuring its rrraterials
and cquipment from oaroaf arjuen
-doiiactor
*ul ar
ail rimes during its perfomrance
Uponwrt completion ofthe Project, of tbe the coutraclor wo* ke€p shsll the remove Projecl all site colstrucdo; rEssonably debris ciean and and fte eqoipr"aom ot Oiurir resrftioe ;;;
the
-a tuuu"
"'p-rir-i.".
i,
and clear condition. "o".,
13. Waratrty. Ttre Collb.actor wan-aats to th€ OvDxer lha! to lhe extetrt oolsisteff with the sraodards
of cars ard
diligence aonnally practiccd by prudeEt cotrskuction coDt-actors iE pcrforltring
r orL ofa similar lEture, svcry part
ofthe Work
shall be cxecuted in a good worter-Like manaer and, \rherc
applicable, i[ colrprlifllcc with fte Datrufacturq's ftcoI! trcodations 8nd
spcrificatioDs. Ali materials used aud equipaeat fumisbed shall be oew and of good quality,
except as otherwise sxprEssly sgeed
bythe Owlcr. Thc Contraclor furthcr warra s,fora period ofone (1) year, tbat rhe
Work u,i[ be Ae Eom matErial defects not
intrinsic to tle desigq o! rEat€riEls.
CoNsrRUsnoN Contraetor tdtials
AcREE',fEMt
Pagc 6
aad tioe impact thereof, as nutratly ageedly Omerard
Contractor. Ia absence ofmutual agr€cNocot Es to the &j! la-lue aad tirac impact ofhe Changc Order, Ot.qcr aod Coabacmr
shaU iotnedia&ly att€qt o resolve the dispute through direct discussions. Peadiag the resolutio,r of
the disput!, CogkaDtor
shall Perforal the Work in accordaace witb ftc Chaage Ordcr
and Owner shall pay Codrac6r atry smoutrts trol sr;ject !o
displrle. Osaer sball not bc respolsible for, or obligated !o pay for, any chaoges or substitutions tbat have oot beei
suthoriz€d ill advance by a Chauge Ordcr exeoBed by Ormer. Cont'actor sball ftar any verbal aulXorizatioa or dircctiou tor
a change by Owner to be a directive to pomply prepare, for Owner's approval, a
uritteo Clarge frcr consisbnr with ttre
verbal authorizatiqo or dirccrio!-
CoNsrRUcnoN Co iactor IEilials
AGREm,tE'tT
Pzge 2 of 6
17. Defaul{ Terminatior for Cauce.
17.l Should thE Codractor &il at aEy tiEe b supply r sufici€at nrlmber of propedy skilled workma or
suscient Ealerials atrd equipD€rt of the proper quality, ot &il ia aay respect to glorecut€
the work with pm4hess and
diligencc, or &il to qorytly conect defective work or fafl it fu perfooaace of ay of tho agreeoents hereh costdDe4 the
OWE€E !ray, st his optioa, provide zuch labor, El6orial6, atrd equipEEtrt 8sd deduct the cost thsrEo{ fton aoy money
then
due or to becolle due to the CoEt"ctor utrdsr this fureement
17.2 If 6e Co[Factor at aay timo shall cause by ary aotioE or oDissiotr the etoppago or interferurce witb the
wort of the Owrcr or oth€r e$cofractors, or friI in the perfonname ofany of tte coveuan8
herefu contaiae4 or be uoable
to meet his d€bts as tLey Dafire, the Own€,r Eay, at tis sole optioq at ary time after
serving wdtieD mtice aB such dsfault
with direcciotr ,o crEe in specific period, but not less tbatr two (2) workitrg
days, add the Cotrtrartor's ,8ilr[o to cure t[e
cleftutt, terminde the Contssctor's oEploymoot by deliverlng uriuel notice of terEilafion to the Confiasbr. Thereats,,
&e
Owner may ake possession ol tbe Work, at the sie, aod throug! itself or othere pmvide
labor, equbmEat and msteriajs t)
CoNsTRtcTIoN AGREEMENT Coatractor Idtials L t/
Page 4 of6
6ha1 stictly
sdorce the SiE Requireee s dllitrg tk cotrEEuctiod ofti€ Proj€ct
10. Permltc, tr'e€t' Teate end Inrpecdonr. CoEtractor sball, at its own sxp€ase, obhin all Eecessary psr4ils
and lic$ses,
and pay all fees 6at are iocluded in &e Comtractor's Pmposal Cotrtartor sball schcduJe and give propor miuen
notice ofaU
r€4uircd t€srs, fusp€ctions and approvals of 6e Work al such tiEes so as not to dehy tt" prg; o'f ,hL pro;;-cbr**. *rrf
pro4dy pmvide omer with ail certificates 6f lssring sr iEspectioo, and all appmval c deficiency notices.'
. 11. Supplier, 8rd Sub(.ontrictor&
Prior to etartiag worlg CouEacbr slall sEbmit to Owtre! a list of B.ll suppliers and
subcod!'actors wfto will perfora Work oa tie Projecr
12. Stsgitr$ Storage ofMateriale; Clean-up. Coat-actor rhell cooEne crpcmtioEs
at &e project
sitg to ar3as pqmitted
by law aod the Owner's Site RequiE@elts. CoEFactor shall storc matcrials and.coaduct acdvities in only ttme oo, dir"rt"d
by
Ow[er, Cootaciot sisll be solely rcspoasible fot secudlg iE mst€rials aad equipmeltfrom.l"-age and theft. cotrtractor
shall at
all tiees &ring its p€rforEatrce ofthe Work teep the hoject Eits rEasolably cleo aqd
free irool debris rcsutting Aom tlE Work
Up_ou_ completiotr of the Prcject, the contactor thall removc all coDstruction debris ad €quipnrar and leave tdpremises in
a ocal
aud cleaa cosditioa
13. Wsrsrty' Tle Coqtacror w8rratrts to tt€ Oq,ler that, trc the fit€ot coGistetrt with &e Etasdards
ofcarE 8nd
diligrnce norlrafly prEctic€d by prudeot constr:otioa coBbactors i[ perfomiD,g Wor&
qf a similc lature, svery
pE t of the Work
shall be s(€cut€d ir a good wortcrJ&e oanner and, wtere applicablg in complia.nce witi
tbe afiufacr.qsrt-;orumel1ddisls atrd
Secific€tiors. All matsriels us€d aDd equr'pment firoished lhrll be new re{l ofgood quality, e,(cept
as oth€r$isc cxpre*sly ogreed
by tbe Owner. The contractor fimhs warrmts, fora period of o e (1) y€e,
tbat the Work will be ftre &o. materiaj defeca not
illtdrsic to the dEsign or maErials.
a Chaage Order propoeal for any cianges
onthc basia ofrcasonable epeaditues ard savings ofthore peifomring 6e changed
c,o*.
CoNsrRUgfloN AGREMBr
Page 3 of6
Coutactor hitials /^
has paid ali workers,
subcodaotors atrd suppli€rs for workperformcd ard nraterials sr-pplied for the Projecl Cotrtacbr's acceptance
offinal
pa],Dstrt lhsll cotrstitu& a waiver ofall claims by Codracbr rclatiqg to
the Wods
4. Chrng€s; Sub6titutions.
4 .l @a!ggg. Own(|r m8y add to or deduct Eom Contactor
Work $r
winea order ("Change fuer/). Tte
order shall set forth the "In'rges
iavoived aud the frir value ard tiue imlact ttereol as rnrdually agrced by Owmr and
Contsacbr. In ebsence ofmuEal agrt€rrert as to tle hir v-aluo auil time impact ofthe Cbarye OrdE(, Ovuer aoil Cont2otor
siall immediately atteEpt to resolve tle di8ute tkougb direct discussious. Padiag the recolution ofthe disputs, Coatrdsto(
stall pyrforu the Wort in accordance with &e Ctrnge Order aud Owner shall pay Cortactor any anoutr tot su{ect ac
dis?ute. Owner EbaII not be reqroEsible for, or obligated to pay frr, any obanges or substitrtions
tbat taye rc! b6etr
afhorized in adyasce by a Chffge Order exeouted by Ownet. Codtsactor sh8ll teal any verbal arthorization or dircctioo for
I cbauge by OE'trer to be a directive to promptly preparc, for O\8[er's approval,
a witten Change Order coDsistent with the
verba.l auloriztiotr or directioD.
CoNsrRUcloN AGREM-Brar
Page 2 of6
cooeactor titiat AV
caused by risks covered by the property insuruce ia Sestioo, except such rights as &cy may have to the p$ce€ds ofsuch hsur&rce.
17. Defiulq Tcrlnlnation for C.ure.
11.l Should th! Contactor fail at aly time to supply a suffoient sb€r ofproperly skilled workmen or
suffcie'rt E8terfuk 8r!.I equipoent of tbe proper quality, or friI io any respect to pros€cuto the work with
prorybess and
diligence, or fail to porytly corrBct dsf€ctive work or fail in the per$rmanco of
any of the agrceme.nts herci! coEt8ined, lh€
Owner may, at his optio4 provide sur,h lrbor, natcrials, 4d equipE€nt ard d€duct the cost lhercof, from
any monoy theo
due or to becooe due to tho Coatactor unde this Agremcnt'
17.Z Iftfie Coutsaclor at asy time shsll causs by atry action or ouission the stoppage or interfereace wilh &e
work ofthe O.naer or otfi€r subconfacbrs, or fril in tte perfornance ofany ofthc covermts herein oonained, or be rmable
io lreet hii debB as they mstuj€, the OwtrEr man at his sole optioa, at any timc 8ft6r servhg wdtten mtic€ as such
dc&utt
with directior to cure in sp€cific period, but not less thaE two (2) working days, ad the Coftractor's frilurE
to cure fte
default, tErmiDaE the Contsartor's emplolment by deliveriEg writ elr notic€ oftorEination to the Contactor. Thereofter, the
Owner may take posession of the Worl at the site, and though itself or othets pmvide labor, €quip,E€trt
ConFaatof Initisls
and
CoNsTRUcnoN AGREEME.MT
lo
Page 4 of6
the Worlc
Upoa conpletiin of tho Projeat, the Codtrastof shall remove all oonstuction tlebris and equipmeat aad leave the premises
ir a neat
and clean condition.
13. Warrsrrty. Thc Cotrtsactof warratrts to the Owtref tbst, to the a(tent 0onsiste[t with tho stssdards of
care md
diligeoce mrmally practiced by pnd€nt coflsttctioa cotrEaclors in perforEirg Work ofa si'rril,r latrs,
every part oftho Wo*
shal be executea iu a good workerJlke murner and, whete applicable, io compliance
with the manufacarer's recomrnendatlons and
speoiEcetions, All materj8ls used ad cquiposot ftmished sball be ue.w and ofgood quslity, except as otherwise expressly agrced
bythc Ovmrr. The Contastor further waraats, for a period of ore (1) yer,
that the Work will be fue froE natfii8l defccts trot
intriusic to the derigu or materials.
CoNsrRUcfl oN AGR.EIuEI.II Coottctor Idtials
Page 3 of6
mutualiy agrecd by Ovmer aad
Colhsctor. Il absence of mutual sgreeEeal as to tlc fBir vahe md timc i4act of tbe Chaoge Order, Oyln€r rtrd Colhactor
shall imEediatrly att€mpt to r€Eolve the dfupute though direct discussions. Pcodirg thc resolutioD ofthe dispEte, Contactrr
shall perforrr tbe Wort in accordancc with thc ChEDge Order and OcmEr shgll pay Cortrrctor aEy amou
s oot subject b
dispute. Owtl€r shall not be r€spo[sible for, or obligated to gay for, any charges
or substitutims rhot havc rot been
auhoriz:d in advance by a Chmge Ner execut€d by Owuer. Cotrtractor sbdl teat any veftal auttorizationordircction for
a otangc by Owner to be a directive to promptly prgpar€, for Owner's approval, a writtel Chaogo frer coDfist€Dt witl the
vorbal aut[orization or dirpctior-
Contsactor @NsrRucrroN AcR,EMEtr Initials
Page 2 of 6
l6e: Thb pr€rossl
ruy bs #Od.ffi by
[rctmotscwtttr;i
dryE.
E
30
SQnahrr
SignEE re
5t2Aa)13
progoral
s46.607 rA laRE 7nr
? 9r,9so.oa (', e<n m
s28s-00 (7 aqn tr
s285-OO S'l.7ln m
u 521t0.00 SF.4rr) nn
Slrs-on (? tr< tr
H Szssro CiQ lr^
^^
q?/ <m n.
Szls.oo S4.im.ff
s42 m (il qnr m
330.0o qq (7n M
ea s21.co (5 ltr m
& S) a)a ffi
c1, S7z.N q, rnD e
MachlndCrew Grodins
S7,1E6.oo
10r,283 s0.30
(tn tra r
7 ea Eso.m Ct\n E
including aEomeys' f€es, in coEreodon wifi or arisitrg out ofaoy darage or olleged damagc
io 8!y of
6;F;;;G "dj;r;ro,perty
tbatty arisi from tie performaace of the.Worlq to &e exteot of the oegligeace sttltuted io acs
- "rrl*1"^
il,fr.'C"sractA fliUconrac'ior or anyone ernplo5red
dtectly or idirectly by any of thcm 01 by aflyoDs ftt whose arts
aoy of thero oay be liable.
16, prop€rty hsurErce.
Ualess odrerwise pmvidcd, prior to the statt of Wod(, the Co raoto! shall, at its sole expctrso
*ith ;*"u oo:-p-ie.s lawiruy autborized to do business irr idaho,
procure and naiatair in force property insuraace oa al "all'
risp ooticv fornu iicluding builder's rislq irt the amount not less than the tota] value for th€
entire Project o[ a replacem€nt cost
il*a.'irri p*p!"y ir"uriace sball be msiotais€d, unles otherwise agreed by
the Ouer, util 6!al payoent has been rBade, The
coomcro, siaip-uide thc Owaer a copy of all policies obtaiaed in coupliancc
with this Seotiou. O.racr aDd Contsactor waive all
igl"
"g"rrt."ai "tler
and their respective employets, agcnts, cotEactors, subcoDfactors ald sub.subcof,bsctols for dsmages
.uir"J6y;"f,s couerea by the property insuraoce itr SectioE, excqt such rigbs
as they may have o the proceeds ofsuch insuraacr,
17. Defsult; Terultrador for CrEr€'
t7.l Should th€ Cootraclor fiii at aoy tiEe to sulply a suffcient tulrrber ofprope
y skiued worknen or
sufrcienl malrrials aud equipme of the ploper quality, or &il
in any lGpect t0 prosesute &e work with ProElpb€ss
aod
ditig-"*, o, fail to pro ptty corect defective wolk or fail in
the perforoaace of aoy of the agreements herein cootained tle
Ooi"r ruy, ut Ai. optiotr, piovide such labor, Eaterials, and equipme[t
and deduct the cost thereol frou aay money thra
due or to becohe due to tbe Cootractor u"der this AgreeEeDt
17.2 If 6e Costrartor at stry time slall oause by aoy actioo or ooission tlrc stoppage or
interfcrcocc wilh the
work of the Owner or oth€I subco[tsacton, or &il in the performance ofany olthe coveoants
hereiD contaioe4 oI be uablo
to gr€€I his debts a5 they sBture, rhc
Owner Euy. al his sole optio!, at aoy liElc after serviog wlitt€n ootice as sucb defaull
witt dircctior to curc in specific period, but trotless tha, tyo
(2) working days, and tlte Coutractor's failure to cu€ &e
default t€rElin te the Cont'actor's employmen! by deliYering
writtgn Dotice oftemoinatiotr to thg Contsactor,
Owoer may take possessiol oflhe Wodq rt the sile, ard through itselior
others provide labor,
CONSTN,UCNON AGREEMEN'T
Contr'ictor In
Page 4
Upon completiocr of tbe Project, the Cootraclof shsll remove all colsrudion debris and equipEeEt and leave the premise6 in a oeat
and cleaa oouditioo.
t3. Warrs.Dty. T'be CoEtrartor warrants to lhe Ovrcr l!a! to the extqEt oo0listeff with tle staodards ofcate alrd
diligeoce aoraally practiccd by prud€ft colskuttio8 coDt'acror6 ir porformiag WorL ofa limila, Eah[e,
every part of the Work
shall be cxccuted io a good worker-lfte 6a![el and, whEre applicable, ir coEl,li&c,€ with
d're !0aDufactuq's recorDruodations and
specificetioas. A.ll materials uscd and equipoest fimishcd shall be oeu and of good quality, except as otherwise expressly agreed
by tLc Owncr, Thc Couracor ftrther wznztrls, for E period ofoae (1) year,
tbat the Worl udi be fre€ &oo material defects not
intriasio to tbe desiga or rualerials.
CoNslRUsfloN AGREB{DIT Coot €rtor ll1itia]s
Page 6
thercol as 6ur"rlly agre€d by Ocmer and
Contractor. Id abs€oce ofaut al ag€€oEat ss to tlr€ Air va-lue aad tioc iopact of6e Challgc Ordel Oracr and Coatacor
sh!,ll iEmediately att€Ept to rEsolvs the ditput€ though dire€t disc-ussioru. Pendiog the resolution oftLe disputc, Cottaotor
shall perform the Work in accordasce rvith the Clalge Oldcr and Owner shall
lay Co[tractor atry Emou!6 trot subject to
di.spufe. Osrer sball not be responsible for, or obligated to pay for, aoy chalges or slbstitutioN tbEt bave lot
bEsD
euthoriz€d i[ sdvalcE by a Cba.oge Ordcr executed by Owrcr. Contraot]or sbsll b:sat any ve6al au&orizatis! or dirEctior for
a change by Ow[er to be a directive !o promptly prepare, for Owner's approvel, a wdtter Cbange Ner consistert wit! tle
verbai autborizatiqtr or direcrior
frNsrRUcfioN AGREElmlr Corliaator loitials
Page 2 of6
needed' lt memo from the engineer is
needs to state that installation was per the plans.
Please submit to Dave Miles in Environmentalwith a
cc to Bruce Freckleton in Development services- ff tnere are any changes
MilesDave needed prior approval from
will be needed. His contact number is Bg&55O0"
----ACHD
JOINT TRENCH:
IRRIGATION DISTRICT:
imeuSch1@me rid ia ncity.o rq
_ ionesm@meridiancity.orq
I
astrucrures Proposed screen ing
Calculations of project components to demonsfrate compliance with the
requirements of this ordinance, including:
) Width of street buffers, lineal feet of street frontage, and number of street trees
D Residential subdivision trees
) Acreage dedicated for common open space
a
) Number of trees provided on common lot(s)
a
Proposed landscaping
71
A reduced pressu re back-flow is
assembly (RPBA) on any irrigation sin
pressurized gle point
connection to domestic water and needs to be noted on o
th plans. Add note that the R PBA be
MUSt
a the State of ldaho rtment of Environ me Qua
ntal and Meridia n ater nt.
Need
72 Ail ditches shall be tiled. diameter and cleanout boxes/manholes.
73 boxesiman holes shal I not exceed 400 feet with a mtnr mu m inside dime sion of 4 4
n x
74 lf downstream users are written for the I onsubmitted m be
Items are for Consultant
75 sh all be
Applicant for and com ance with
responsible application pli Section 404 Perm
any itting that may be
the of
76 sh for
Ap ,plicant all be and
responsible application compliance with a NPDES Perm th
ny ittlng at may be
ired the EP A.
Clry OF MERIDIAN PUBLIC WORKS (Revised 1t11tZO12)
33 E. Broadway Ave., Ste 102
Phone: 887-2211
Fax:887-1297
Ja
oK.. Need General Sewer Design (Continued)
a
OK Need
e00)
connection between the domestic water & pressurized irriqation svstem
/
OK
arl
pes and manhole spacing conform to 1 0 State Standards un less othenrvise approved in writing by
the Linear and sl of diameter and station are shown tn
43 Sewer main is
sleeved under rrigation/d rainag e crossings and ( if allowed) landscaped atea The sleeve
must 1 of banks on canals d curb and utter in areas.
44 Manholes are not allowed within areas.
45 Manholes are numbered in and and manhole station is shown in the
46 Manhole i in & out direction are identified in the view,
Note in the profi e, manhole blockouts with watertight plug(s) and specify invert(
47mainline for future
48 Note on the an view manholes include services constructed out of manholes
49 / S ,T
type clean-outs or man holes (if services are to be instal led) at upstrea m term ination points
when SCWET is expected to continue with a future deve lopment.
,,Cap
and mark to SU rface" is not
50 / Profiles have a horizontal scale not greater than 1"='l 00' and a vertical scale of not more than 'l "=10'. plan
views
State
should be drawn to a conesponding horizontal scale and MUST be shown on the same sheet per '1 0
0.2
5'1
CITY OF MERIDIAN PUBLIC WORKS (Revised 1t11t2012)
33 E. Broadway Ave., Ste '1 02
Phone: 887-2211
Fax:'887-1297
Mendian, lD 83642
2
---TY O- YERIDIAN - PUELIC WT
-KS D' -ARTMENT
RHIDENVAL SUBDIVISION PLAAh(IVIEVCH ECK LIST
I
I
/
line and
11
Providestandard a utility variance from each affected utility when water and/or sewer main is outside of the
corrid or. A letter from AC HD with a reference to Resoluti on 330 is not acceptable
See Checklist Item #24 and #40 for of water/sewer malns.
12 will be considered incomplete unless
Developmentis plans a copy of the final plat
attached to every set of
plans submitted
13 will on22" x34" or 24" x 36"sheets and must be le.
14
Th e cove r sheet on the deve lopment plans include: name and contact
must Developers information,
Engin eering Firm, sheet ind ex, US
vicinity map, Govemment horizontal to the
(NAD83 adjusted Ada
Co unty H .A.R.N Survey) and vertical NA VD 88 d
( benchmark bench marks and
) atum, project is sea led,
ed and dated a Civil ineer,
IJ Each plan
sheet has north arrow, graphic scale , date, title block, sheet number, latest
date of revisions and
sealed and dated a Professional Civil
16
Standard City of Meridian general, roadway, water,
first and are in the conect numerical order. Add any
Updated notes are available on the website
sewer and pressure irrigation notes appear on the plans
extra notes after City of Meridian standard notes.
17 ?
Vertical and horizontal separation between potable
r been ldentifY addressed.all potable/non-potable main interferences in the profite
view with a reference to Water Note #2.
' ldentify all potable
/ non-potable mainiservice or service/service interferences on the plan view with a
reference to Water Note #3.
mains/services and non-potable mains/services have
18
1,,
Construct 1 4 wid, gravel ACCESS road over water and/or
SCWE f mains in u nimp roved areas. S pecify 1 0' of
road mix o t a de. must be over ma S
Retum four (4) copies of the revised plan sets for review andior approval. Unbound or
uncollated revised sets will not be
19
Phone: 887-2211
Fax:887-'1297
Meridian, lD 83
(
$
$
$
$
+
$ 138,758.00
$ 196,s91 00
-
$
$
$
.$
-9
$
$
1 Sanitary Sewer (lnternal)
2 Sanitary Sewer (Oftsite)
30%
125%
30%
125%
125%
125o/o
1 10o/o
$ 54,300.OO
lj zoi,rct.eo 226,344.69
98,264.76
268,019.50
$ 89J3r.6O
$ 214,415.60 ]
256.723.50
70,822.32
11 ,000.00
46,200.00
$
D
$
$
$
$
$
$
98,264.76
268,019 50 '
$ 233,38s.00
$64,383.93
$10,ooo.oo
42,000.00 .
67,875.00
226,344.69
256,723.50 :
70,822.32
11,000.00
46,200 00
Water-internal
Water- Offsite
Reclaimed Water
6 Street Llghts
7 Landscaping
I Pathways
9 Fencing
10 Pressurized lrrigation
11 .Gravity
lrrigation
12 Pool Facility (pool/parking loustructure)
13 Play Area/Equipment
14 Gazebo
15 '
Lands;caping for Amenity Lot
16
TOTAL: $'t,248,733.03 $ 1,14s,794.47
BALANCE TO REMAIN: $ 1,145,794.47
Dept./Div.
Responsible
For Sign-Off
Date Signed
Off/Person
Bid Amount Unfinished Comments
Item Description Contingency
o/o Surety Partial
I
G=d*
t
IDAH(}
5
$ 1,145,794.47 $
t
$
Public Works
Public Works
Public Works
Public Works
Public Works
Building
Planning
Planning
Planning
NMID
Public Works
Planning
4't.627 40 $
$
$
$
58.9 1 7.30
$
$
$
$
$
$
$
$
$ 138,758.00
$ 196.391.00
$
$
$
13
14
15
16
233,385.00
41,627.40
58.91 7.30
67.875.00
226.344.69
98,264.76 t,
268.0.19.50;
256,723.50 i
$64.383.93
$10,000.00
42.000.00
1 1Oo/o
1'l.00/o
1 10o/o
1 10o/o
Planning
Planning
Planning
70.822.32
:
'1 1.000.00
46.200 OO
$ 54,300.00
$ 205.767_90
89.33 1.60
214.415.60
67.875.00
226.344.69
98.264.76
268.01 9.50
256,723.50
70.822.32
1 1,000.00
46.200.00
Pool Facility (pool/parking lovstructure)
Play Area/Equipment
Gazebo
Landscaping for Amenity Lot
$1 't,1
,248, 794.47
794.47
BALANCE TO REMATN: $ 1,145.194.47
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lrrrar rirr(t.'I
i;llr(,ly triltlillslr0rt
$
$
$
LICENSE AGREEMENT.5
constructed and is used and maintained by the District for the exclusive purpose ofoonveying irrigation
water
to lands within the District or draining iands within the District. As such, Licensee further acknowledges
and agrees that the clitch or canal does not constitute a natural or navigatrle watercourse or str€am.
2.ThepartiesheretounderstandandagfeethattheDistricthasnorightinanyrespecttoimpair
the uses and purposes of the irrigation or drainage works and system of the District by this License
LICENSE AGREEMENT.3
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qr.ra.ftErp
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Dd-Er.-r-a-E
Isola Creek Subdivision -
FP-13-01 1 PAGE 7
I
I
t2.
13.
14.
17.
l0
18.
19.
Isola Creek Subdivision - FP-13-01 I PAGE
3
wt
ADA COUNTY STREET NAME EVALUATION
City Planner
City Engineer
_ Economic Dev. (cup onty)
_ Parks Department
Your Concise Remarks:
City Clerk's Office . 33 E. Broadway Avenue, Meridian, lD 93642
Phone 208-888-4433 . Fax 208-8884218 .
www.meridiancity.org