HomeMy WebLinkAboutConsent 2022-03 2nd Partial Release of Collateral - File No. PDP-9129_10 Acre PUDDocuSign Envelope ID: BE8BA472-2716460E-8C31-CA16EF6E8FCE Eagle County, CO 202218407
Regina O'Brien 11/30/2022
Pgs: 19 12:45:48 PM
REC: $0.00
DOC: $0.00
BOARD OF COUNTY COMMISSIONERS
COUNTY OF EAGLE, STATE OF COLORADO
CONSENT NO.2022-03
AUTHORIZING SECOND PARTIAL RELEASE OF COLLATERAL FOR 10 ACRE
PLANNED UNIT DEVELOPMENT
FILE NO. PDP-9129
WHEREAS, pursuant to C.R.S. § 30-28-137, the Board of County Commissioners of the County
of Eagle, State of Colorado ("County") entered into a Subdivision Improvements Agreement dated
July 2021 (the "SIA") with 10 Acre Holdings, LLC, a Colorado limited liability company
("Subdivider") for the 10 Acre Planned Unit Development ("10 Acre PUD"); and
WHEREAS, Subdivider provided collateral in the form of cash in the amount of $506,888.75,
which represented 100% of the estimated cost of the Subdivision Improvements ($432,966.00)
and 125% of the estimated cost of the Landscape Improvements associated with the 10 Acre PUD
($73,892.75); and
WHEREAS, pursuant to Eagle County Consent No. 2021-02 the County authorized a first partial
release of collateral in the amount of $154,298.25, thereby reducing the collateral held by the
County to $352,590.50; and
WHEREAS, Subdivider has represented to the County that certain Subdivision Improvements
and Landscape Improvements required under the SIA have been completed and the Subdivider has
applied for a second partial release of collateral; and
WHEREAS, based upon the written recommendations of the County Engineer set forth in
Exhibit A attached hereto and incorporated herein, and the recommendation of the County
Attorney, THE COUNTY FINDS that certain Subdivision Improvements and Landscape
Improvements associated with the 10 Acre PUD appear to be completed as of November 8, 2022
and a second partial reduction in the collateral is warranted; and
WHEREAS, pursuant to Resolution 95-25, the Chair of the Board of County Commissioners, or
in their absence, the Chairman Pro Tern, has the authority to approve partial released once the
release has been recommended for approval by the County Attorney; and
WHEREAS, based upon the recommendation of the County Engineer attached, hereto as
Exhibits A-C, and the recommendation of the County Attorney, THE COUNTY FINDS that a
second partial release is warranted.
NOW, THEREFORE, BE IT AUTHORIZED BY THE COUNTY OF EAGLE, STATE OF
COLORADO:
THAT, based on the recommendation of the County Engineer and the County Attorney, the Chair
of the Board authorizes this second partial release of collateral in the amount of $292,366.65,
thereby reducing the required collateral to $60,223.85, which represents the estimated cost of
remaining Subdivision Improvements and Landscape Improvements for the 10 Acre PUD; and
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
THAT, this partial release of collateral does not represent the County's acceptance of the work
purportedly completed by the Subdivider; and
THAT, this partial release of collateral does not commence the warranty period under the SIA;
and
THAT, this partial release of collateral shall not in any way abrogate the rights of the County in
enforcing the Subdivider's performance of its outstanding obligations under the SIA; and
THAT, this partial release is contingent upon the Subdivider retaining the remaining cash
collateral, and acceptable form to the County Attorney.
APPROVED by the Chair of the Board of County Commissioners of the County of Eagle, State
of Colorado, pursuant to Eagle County Resolution 95-35, this 29" day of November, 2022.
COUNTY OF EAGLE, STATE OF
COLORADO, by and Through Its
CHAIR TO THE BOARD OF
COUNTY COMMISSIONERS
DocuSigned by:
By:
Jeanne QtseVetg C%air
EAGLE COUNTY ATTORNEY
Dxuftna by. -
By:
Bryan iaxu,56mmity Attorney
EAGLE COUNTY ENGINEER
DocuSlpned by:
By: I dam, GWdu
Ben Ge 5Goumtp4lii tgineer
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
EXHIBIT A
ENGINEERING DEPARTMENT MEMORANDUM
DocuSign Envelope ID: BE8BA472-2716460E-8C31-CA16EF6E8FCE
MEMORANDUM
EAGLE COUNTY ENGINEERING
TO: Tracy Stowell, Eagle County Attorney's Office
FROM: Julie Pranger, Engineering Department
DATE: November 8, 2022
RE: Subdivision Improvements Agreement,10 Acre PUD
Eagle County File No. PDF-009129-2021
Authorization of the Second Partial Collateral Release
A written request for reduction of the collateral for the construction of portions of the
improvements under the agreement was received from Brian Rose on October 11, 2022.
The original amount from the signed Subdivision and Off -Site Improvements Agreement was:
Public Improvements = $432,996.00
Landscaping_ = $73,892.75
Total Collateral Amount = $506,888.75
The first partial collateral release was approved on October 7, 2021 in the amount of $154,298.25.
Total Collateral Amount = $506,888.75
First Partial Collateral Release = $154,298.25
Remaining Collateral Amount = $352,590.50
Staff discovered an error in calculations and determined the first collateral release should have
been in the amount of $134,773.65 and collateral was over -released in the amount of $19,524.60.
Therefore, $19,524.60 will be credited against this second collateral release.
The Eagle County Engineering Department performed an inspection confirming the amount of
work completed on October 11, 2022. Construction items were checked for completion as listed
on the Costs for Subdivision and Landscaping Improvements. The items requested for reduction
were found to be constructed and completed in a satisfactory manner. The Eagle County
Engineering Department recommends a reduction of the collateral in the amount of $292,366.65
from the $352,590.50. This will leave a balance of $60,223.85 collateral remaining.
This reduction does not start the warranty period.
cc: Ben Gerdes, County Engineer
DocuSlgn Envelope ID: BE8BA472-2716-46QF-8C31-CA16EF6E8FCE
EXHIBIT B
REQUEST FOR COLLATERAL REDUCTION
DocuSign Envelope ID: BE8BA472-2716460E-6C31-CA16EF6EBFCE
to
EAGLE COUNTY
Julie Pranger <julie.pranger@eaglecounty.us>
equest for draw
10 Acre Holdings LLC <10acreholdingsllc@gmail.com> Tue, Oct 11, 2022 at 5:29 PM
To: Julie Pranger <julie.pranger@eaglecounty.us>
Hi Julie,
Thanks for visiting the site today.
I would like to request a draw from my collateral in light of completion of many items that I showed you today. Attached is
a spreadsheet for the calculation of the draw including my understanding of what is considered releasable as of today.
I started with the spreadsheet you gave me at the last draw, but now that we have more tasks completed, it became really
confusing so I took the liberty of streamlining / clarifying.
• I replaced the formulas that had min & maxes with simpler formulas, because the min & maxes kept me from clear
reconciliations (it was giving the wrong amounts)
• I divvied up dollar amounts corresponding to Town of Basalt and MVMD deposits differently than previously - using
the previous method resulted in nonsensical negative numbers. Total deposit amounts remain the same
• I removed some rows so I can simply sum a column at the bottom.
• I entered a lot 90%'s to indicate completed tasks - 90% indicates I am requesting release of moneys up to the 10%
collateral that will be held to the end of the warranty period - I think this greatly clarifies and keeps the calculations
really straightforward.
Also attached are backup documents.
Thanks. Let me know what you think.
Brian Rose, Ph.D.
10 Acre Holdings LLC
10acreholdingsllc@gmail.com
303.476.0262
2 attachments
10 Acre PUD SIA Draw - 2022-10-11.xlsx
24K
�i backup docs.pdf
421 K
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
EXHIBIT C
COSTS FOR SUBDIVISION AND LANDSCAPE IMPROVEMENTS
DocuSign Envelope ID: BE8BA472-2716-46OF-8C31-CA16EF6E8FCE
Engineering Opinion of Probable Cost 10 Acre Site By: Tyler Stevens, PE
Date: March 4, 2021 Roaring Fork Engineering
CONTRACT REM
UNIT
QUANTITY
UNITCOST
TOTALCOST
10 Acre PUD
ADMINISTRATIVE
SANfFARYFACILIIY
EACH
1
CONSTROCFION SO RVEYno
IS
1
$IOQo.
TRAFNCCONTROL
Is
1
smoNo8
525,O,01o0
MORHQATION
IS
L
$7.0D.00
520,Mno
F/A MINOR CONTRACT REVISIONS
FA
1
52OGDO00
$3O,W0.00
Demo
IIEMMYOFCOHCRfTE<URBRIIDGURFR
IS
50
S20M
SI.MN
REMOVAL OF CONCRETE PAVEMEM
SY
33
530M
$690M
REMOVAIOFfIF[TNf/.1 P01E
EACH
1
S38500
$285900
REMP'ALOFASPHALTMATINLLDfAH)
5Y
2"
$137
51SLID .00
PEMDVALOF ASPW.lT M.OT PIANNIHGI
SY
57..1
$]TAXI
$1,5f3.
RE6gVAl OFFENCE
IF
80
SLW
5340.
SAWING CONCRETE (FULL DEPTH)
IF
20
$7.50
SAWING ASPHALT M ...(FULL MET.)
V
1.
$7.00
$1,330
SAWING AS PHALT MATERML 12 INCH DEPTH)
LF
IA
$6.M
$110"
Utilities
TRENCH OPEOALI(GAS TRENCH) I
IF
600
$ISE
sionaM
TRENCH ESPECIAL) (GAS SERVICE)
IF
292
$18.00
$5,356.M
121NCH PLASTIC PIPE (AM N131NRR16ATIONSUEVE$) &TRENCHING
IF
340
SIGN
$13,000.M
2 INCH PLASTIC PIPE (FORCE MAINI&TRENCHING
IF
240
$50100
$14,40GM
4' SEWE0. S.. Pat I= SDM3$)
IF
am
SI20.00
$1z..
SINCH iEWERPVEOMISH&TRENCHING
IF
410
$1W.W
SA1,M0.M
81NCH CULVERT COPE ON 26) a TPSEYE+ G
IF
50
SIGN
$2.M.
US INCH CONERT PIPE CAN 261 A TRENCHING
IF
122
552.00
Sk3M.W
12INCH CULVERT PIPE ON 26)& TRFPRounG
LF
3fi
$5480
$1,944W
MANHOU SPECME(20 FOIST) (SANITARY SEWER)
M(FI
2
$7,50GM
SIS.CM.M
MANHOLE SPECIAL (CAST IN PEACE BFSE)(SAURGARY SEWER)
EACH
1
$10,W2.M
$10,0MG,
21NCH ELECTRICAL CONOW(NOTRfNCHING)
IF
816
52L0
$1,632.00
2.51HCHCONOUIT INO TRENCHING)
9
W78
S2E30
5211...
4INCH CONOUITINOTRENCHING)
EF
So.
0.01
$IU17=
MMMONUTUPOSLEEEVES URENCHONLYI
IF
13M
516.00
520,RM.M
PRIMARY ELECTRIC (TRENCH ONLY1
IF
130
$17.00
52,3SO.M
SECONDARY ELECTRIC (TRENCH ONLY)
V
$39
SI4.M
$7,.&M
PRIMARY EIFG WIRING
US
1
55,00100
SS,MOOJ
FISERSERVICf
EACH
5
S;M9.00
5101000.00
POWERTMNSIORMER
EACH
1
57.500.00
$7j00pJ
CONNECT TO E%15TIG WATERLINE
EACH
1
$4,O0100
$A,ttOAJ
81NCH DUCTILE IRON PIPE& TRENCHING
Lf
732
S1M.M
s7VOO.
61NCH DUCTILE IRON PIPE&TRENCHING
IF
44
$W.M
53,96000
61NCH FINE HYDMNT&TRENCHING
EACH
2
SS,=GES
$IO,LCO.M
8'WTEVALVES
EACH
3
SLMOQ
$3,E0000
V GATE VALVES
EACH
2
51A00.00
SLCM.M
8'01.1BENOS
EACH
4
5,10100
SZON"Re
81818'OIR. TEE
EACH
1
$5010)
70m-
9'xS'xV O I.P. TEE
EACH
2
SSM.M
$LMOM
WATERSERVKEIV INCNCOPPERI
EACH
5
$4.500.0,
$7ZS0000
EARTHWORK/ROADWAYS
CLEARINGANDGRUROnG
IS
1
$IOAM.M
S10.0M.M
UNo.ASSIFIED UCAVATION(COMPLETE IN PLACE) loon
tt
1700
$11.50
$IL950.M
EMBANKMENT MATERIAL(COMPLETE IN PLACE)(FIM
CY
12SO
$13.50
$16.875.M
VEHICAL TRACKING CONTROL
EACH
1
SLOM.M
$LCmN
ARTHUR.
EF
1230
ISM
5613S000
EROSION CONTROL SWAY PROTECTION TYPE I
V
TO
55.M
5350.M
LANOSCAPINGANDPUMING SEEATTACHEDBREUDOWN
LS
1
532.65S.M
$3LGSS.M
CRUSHERFINES(TMILI
TON
45
$23.00
SL0OM
AGGREGATE BASE COURSE (tlAit6)
a
PIS
$SS.M
$360"RElO
HOTMICASPHALTIGRADINGSIG[POPG58S8)
TON
70
$13000
$9.IM,M
CONCTUMPAVEMEMI6INM)
5Y
7
51MA]
$GNCS
NRBANDGUTTERREPLACEMEM
D
5o
$boo
$1,500
EPNNPAVEMEMMARKING
GAL
S
$]SOAR
$1'm=
STEE15MNSUPPOm(2-INCHRWNDHPMTANDS KM
EACH
1
$700.00
S7MM
PEOESTRIANTMFFICSON5
EACH
2 T
16M.M
$1,IMM
DRAINAGE
DURETSTRUCTURE
EACH
I
$$,SM.M
smira,M
RMMION FACILITY SPECIAL (STORM)
EACH
2
$8,0.0 00
$1S'..
EOPCTotal:
$578,471.00
LieE18
i
Page 1
DocuSign Envelope ID: BE8BA472-2716-46OF-8C31-CA16EF6E8FCE
Landscape Breakdown - estimate, installed costs
Size
Qty
Unit
Unit cost
Amount
Notes
Tree
1.5 inch caliper
7
Each Pli
475
3,325
Tree
2 inch caliper
25
Each Pli
675
16,875
Tree
3 foot height
6
Each PI
100
600
Shrub
#5 container
22
Each PI
65
1,430
Topsoil under
hydroseeding
3 inches deep
0
Cubic Y
15
0
Stockpiled topsoil will
greatly exceed
needed topsoil
Hydro -seeding
169,500
ISquare
10.15
110,425
Expected Total $32,655
DocuSign Envelope ID: BE8BA472-2716-460E-SC31-CA16EF6E8FCEre Holdings -Engineering of Probable Cost
M"j Gmail
10 Acre Holdings LLC <10acreholdingsllc@gmail.com>
10 Acre Holdings - Engineering of Probable Cost
1 message
Peer Erickson <peer@coeaspen.com> Mon, Jan 4, 2021 at 5:58 PM
To: 10 Acre Holdings LID <10acreholdingsllc@gmail.com>
Hi Brian,
I have created an Estimate of the Probable Cost for the irrigation system for your 5 parcel subdivision. This includes the
materials, labor and equipment for the project I have designed.
$52,000
Regards,
Peer Erickson, CID
P.O. Box 513
Carbondale, CO 81623
Office (970) 925-2969
Direct (970) 618-7005
Email peer@coeaspen.com
( Q
Colorado Outdoor Environments
PROFESSIONAL IRRIGATION DESIGNERS
Confidentiality Notice: The above email and any attachments contain information that may be confidential and/or privileged. The information is
for the use of the individual or entity originally intended. If you are not the intended recipient you are hereby notified that any dissemination,
copying or distribution of this message, or files associated with this message, is strictly prohibited and punishable bylaw (40 CFR — 2.201). If
this transmission is received in error, please notify us Immediately by replying to the message and deleting this message and its attachments, if
any. Thank you.
Please wnsider the environment before printing this email.
https://mail.google.com/mail/u/O?ik=59ed488442&view=pt&search=a II&permthid=thread-f%3Al688006337910339912%7Cmsg-f%3Al688006337910... 1 /1
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
,- r I
r .. , r c..... . r v
Ole V-1'J
c /8�Z
Page 2 of 4
S1-- e 7— 21
can I have a longer
window of time 0 ,
�lnrnit# "1 0 Z! 7
EXPIRES 30 DAYS FROM ISSUE i;-(t q/ I
Owner Name (Property)
Contractor Name and Company Name
10 Acre Holdings, LLC
Timberline Excavation
Address
Address
180 Riverside Dr
204 Park Ave #2A
City/State/zip
City/statelzip
Basalt CO 81621
Basalt CO 81621
Phone/ Fax 303.476.0262
Phone # 970.927.0421
Email
Email:
10AcreHoldin sLLC mail.com
LLizotte@TimberlineExcavation.com
Mailing Address (If Different)
Contractor License #
Prnivrf Infnrmafinn
Address of Work Location
10 Acre PUD
Type of work: trenchingX_ boring _ open cut_
TBD Willits Lane, Basalt, Colorado 81621
Purpose: {HATER
SEWER GAS ELECTRIC PHONE OTHER
Parcel: 2465-034-00-036
T8S R87W. portions of Sections 2 and 3.
a portion of Tract 47
Latitude and Longitude: 39.383,-107.087
ATTACH SKETCH OF PRJECT WITH DIMENSIONS ON
sEPERATE SHEETSCOPE FOR PERMIT IS UTILITY TIE I
AND INSTALLATION UNDER WILLITS
START AND END DATE 5/24/2021 - 6/24/2021
1 WORK HOURS
It Calculation for Areas Being Disturbed
S
.N
location
$/unit L
W SF
$
Area of asphalt @ $20.00 S.F.
Length _asphalt, sewer
20
814
16,2E
asphalt, Meadow or
20
1,550
31,0(
Area of concrete @ $25.00 S.F.
Length _Concrete
25
144
3,60
roadbase
6
0
0
Area of Road base @ $ 6.00 S.F.
Length grass,T.r
6 36
15 540
3,24
curb and gutter
25 28
700
Area of grass @ $ 6.00 S.F. Length _total deposit
permit fee 11
Linear feet of curb and gutter @ $ 25 Deposit & fee
Deposit &Fees 54,9'
Total Deposit Amount = $ 54,820_
DocuSign Envelope ID: BE8BA472-2716460E-SC31-CA16EF6E8FCE
Page 3 of 4
Non Refundable Permit Fee = $100.00
Non Refundable Inspection Fee = $50.00
TOTAL AMOUNT DUE INCLUDING DEPOSIT AND FEES = $54,970
Warranh, Aereed to for all Permits
In accepting this permit the undersigned property owner and/or contractor has applied for an
excavation permit pursuant to Chapter 11.03 of the Town of Basalt Municipal Code and Sec.222.3,
2612.3 and 2626 of the Town of Basalt Public Works Manual. In consideration of the Issuance of
such a permit, each of the undersigned hereby warrant and guarantee all materials, labor and
workmanship utilized in the backfilling, compacting, repairing, and resurfacing of area where cuts
and excavation are made, to be free from any failing for a period of two (2) years from the date of
repair and resurfacing. In the event that failing occurs within the said time period, including
subsidence or damage to the asphalt, the undersigned shall promptly repair or replace defective
work or materials, at the undersigned's sole expense, In a manner satisfactory to the Town. All
work and materials provided under the warranty shall be further warranted for a period of (2) years
from date of acceptance by the Town.
(CONTRACTOR AND ONWER BOTH NEED TO SIGN AND AGREE TO CONDITIONS ABOVE)
CONTRACTOR
Property Owner
Representative (Print) Timberline Excavation
Date
Signature �—i 7
Brian Rose. Manager
303.476.0262 �� Z
Name (Printj10 ACRE HOLDINGS phone# Date 2:�P— Z�
Address 180 RIVERSIDE DR
BASALT, CO 81621
Signature
Town, of Basalt Representative (Print) AM- Wtt are.✓ Date � Z
Signature
DocuSign Envelope ID: BE8BA472-2716-46OF-8C31-CA16EF6E8FCE
Page 4 of 4
Checklist Needed Prior to Review
Traffic Control Plan
Proof of Insurance
Staging of Materials/Equipment and Parking Plan
Proof of Employee and Public Liability Insurance Attached
Sketch Plan of Work to be Performed and Disturbed Areas
SCOPE FOR PERMIT IS UTILITY TIE INS
Utility Line Locates AND INSTALLATION UNDER WILLITS LN
Landscape Plan (if needed)
Tree Removal Permit (if tree removal required)
attached
attached
sheet C 117
attached
drawing set
sheet C 101
and see attached
see Exhibit 3.2
no tree removal
Cedar Network Contacted and Plans submitted for Conduit Installation per Town Code
e 4 97n A7A n738 unresponsive
Traffic Control Company:
Geo Tech Engineering Company for Compaction Testing:
Phone #
Dan Hardin, HP Kumar
Paving and or Concrete Company Doing Repairs: Frontier (Paving), Boe Construction (Concrete)
Track -Out, Dust Control, Storm Water Control, and Final Clean up Description and Methods:
Track -Out: sheet C117
Dust Control: sheet C117
Storm Water Control: C117
Final Clean: Water truck and mechanical sweeper used to clean streets after work is complete. Work site
will be cleaned and maintained daily
Plan for Notifying Neighboring Properties and or Community:
via email to HOA of Sopris Meadows, River Ranch; Don Boyer, Charlie Splckert. Printed letter to
Susann Siebert
DocuSign Envelope ID: BE8BA472-2716460E-8C31-CA16EF6E8FCE
SEWER AND WATER TIE IN
ONE LANE W/FLAGGERS
WILLITS LANE
BASALT CO
'NOT TO SCALE'
IRISH Prolect: TIMERLINE EXCAVATION
�o
v...my
DIVERSION ONE LANE WIDTH ---
NOTE 'SIDEWALK CLOSURE IS STILL IN PLACE
'ROAD CLOSURE ON MEADOW DR. STILL IN PLACE
'IF THE DIVERSION IS LEFT OVERNIGHT DRUMS NTH LIGHTS
WILL REPLACE THE CONES
.A .II allot con
n
kkA
H 1\YII[ OI[Il
v
Manifest
2 x 36' ROAD WORK AHEAD
2 x 36' LANE SHIFT (SYMBOL)
2xTYPE III W/RC
7 x PED/BIKE DETOUR A A SAW
2 x SIDEWALK CLOSED SAW
15 x DRUMS 7WILIGHTS IF LEFT OVERNIGHT
30 x 36' TRAFFIC CONES
VALLEY RD,
ROAD CLOSED FOR OUTBOUND
v
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
Town of Basalt
101 Midland Avenue
Basalt CO 81621 970-927-4701
Receipt No: 1.105183 May 21, 2021
10 ACRE HOLDINGS LLC
Previous Balance: .00
LIABILITIES - STREET CUT DEP ST-06-21 54.820.00
10-24520 DEPOSITS - STREET CUT & LANDSC
Total: 84.820.00
CHARGES FOR SERVICES - STREET CUT FEE ST-06- 150.00
21
10-34-160 STREET CUT FEE
Total: 150.00
ACH 54,970.00
Total Applied: 54,970.00
Change Tendered: .00
05/25/2021 2:39 PM
DocuSign Envelope 10: BE8BA472-2716460E-BC31-CA16EF6E8FCE
Mid Valley Metropolitan District Invoice
0031 Duroux Lane, Suite A
Basalt, CO 81621-9357 Date Invoice #
5/31/2021 5829
Bill To
10 Acre Holdings, LLC
Brian Rose
180 Riverside Drive
Basalt, CO 81621
Terms
Due Date
Net 30
6/30/2021
Description
Amount
Engineer Required As -Built Deposit
Collateral for Water & Sewer Road Crossovers
5,000.00
58,000.00
Total
$63,000.00
Phone#
Fax#
E-mail
Payments/Credits $0.00
970-927-4077
970-927-1017
mvmd@sopris.net
Balance Due
$63,000.00
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CAI 6EF6E8FCE
Payment Receipt
Mid Valley Metropolitan District
0031 Duroux Lane, Suite A
Basalt, CO 81621-9357
Received From:
10 Acre Holdings, LLC
10 Acre Holdings, LLC
Brian Rose
180 Riverside Drive
Basalt, CO 81621
1
Date Received 06/07/2021
Payment Method Check
Check/ReE No. 0103
Invoices Paid
Date Number Amount Applied
Payment Amount $63,000.00
05/31/2021 5829-$63,000.00
Page 1
DocuSign Envelope ID: BE8BA472-2716-060E-8C31-CA16EF6E8FCE
Permit No. GRAD-021298-2021
P.O. Box 850
500 Broadway
Eagle. CO 81631-0850
Phone: (970) 328-3560
EAGLE COUNTY
Project Address
TBD WILLITS LN
EL JEBEL AREA, CO
Permit Type: Grading Permit
Work Classification: New
Permit Status: Active
I Issue Date: 6/25/2021 Expires: 1212212021
Owner Information Address
10 Acre Holding LLC 180 Riverside
Brian Rose Basalt, CO81621
Contractor Phone
See Owner Information Above
Pareal Number
246503400036
Phone
(303)476-0262
Fees Due Amount Invoice # Total Amt Paid Amt Due
Grading Plan Check Fee $6415 00078329 $18.926.00 $18.926.00 $0.00
Grading Permit Fee $278.00 00077785 $332.25 $332.25 $0.00
Collateral Fee $18,926.00
Total I: 519,268.26
Call
(303)476-0262
Inspections:
For Inspections Call:
(970)328-3560
i Proposed Construction I Details: This permit Is to install utilities, construct an access road, complete overlot grading,
establish drainage infrastructure, and other Improvements as indicated on the approved site plans. This permit allows for work
in Eagle County only. Improvements Included on the site plan which are in the Town of Basalt jurisdiction are not approved
under this grading permit
This permit expires and becomes null and void If any work authorized by this permit is not completed by the expiration date of 1212212021. One
extension may be requested by contacting the Eagle County Engineering Department @ (970) 328.3560.
Permit is not valid unless accompanied by approved field set of construction plans.
f �
Julie Pran er June 25, 2021
ssu y: age County. C0 AuthorizedSignature Date
This permit is being issued in accordance with ECLUR Section 1-140.C.3 which states -Approvals and permits for building construction.
grading, and infrastructure development shall only be Issued as part of or after final plat approval. Provided that the applicant is actively
pursuing the resolution of all issues associated with Final Plat, grading permits may be issued by the County Engineer following Preliminary
Plan approval if all regulations regarding collateralization of restoration bonding requirements, as well as all grading and erosion control
standards, as outlined in Section 4-660 and 4-665 are met:'
This permit authorizes work that would otherwise be included in a Subdivision Improvements Agreement (SIA) which would be approved at the
time of Final Plat. By signing this permit the Owner acknowledges that the Final Plat associated with this work has not been approved and
construction of these improvements is at the Ownefs risk. In the event the Final Plat is not approved, Owner shall restore the disturbed area to
its original condition or other condition authorized by the County Engineer.
/)
10 Acre Holdings, LLC clo Brian Rose
Friday, June 25, 2021 Page 1 of 1
DocuSign Envelope ID: BE8BA472-2716-460E-8C31-CA16EF6E8FCE
10 Acre PUD Subdivision Improvement Agreement Collateral
Subdivision Improvements Engineers Cost Estimate Reference Document
Administrative $77,000.00 Engineering Opinion of Probable Cost
Demo
Utilities
Earthwork/Roadways
$9,791.00 Engineering Opinion of Probable Cost
$322,365.00 Engineering Opinion of Probable Cost
$109,660.00 Engineering Opinion of Probable Cost
Drainage $27,000.00 Engineering Opinion of Probable Cost
Total $545,816.00
Collateralizatlon Agency
Town of Basalt (ROW Permit)
Collateral Amount Reference Document
$54,820,00 Basalt Street Cut Permit ST-7-21
Mid Valley Metro District $58,000.00 MVMD invoice and receipt for collateral
Total $112,820.00
10 Acre PUD Landscape and Irrigation Collateral
Landscape Improvements
Engineers Cost Estimate Reference Document
Landscape
$40,818.75 Landscape Estimate of Cost (125%)
Irrigation
$52,000.00 Irrigation System Estimate of Cost
Total
$92,818.75
Collateralizatlon Agency Collateral Amount Reference Document
Eagle County (Grading Permit) $18,926.00 10 Acre PUD Grading Permit
Total $18,926.00
