HomeMy WebLinkAboutpitkin.planning.264322400010 (4)DOCUMENT LAYOUT
THIS FILE MAY OR MAY NOT CONTAIN ALL OF THE INFORMATION
LISTED BELOW IN THE FOLLOWING ORDER
Summary Sheet
Resolution for the BOCC and/or P &Z
Ordinance for the BOCC and /or P &Z
Determination for the Hearing Officer
Administrative Determination
Staff Memo
Application
Public Notice, Acceptance Letter, Referral(s) Letter
Site Plan
Miscellaneous
Plat copies (11x1')
RECEPTION #: 593797,11/08/2012 at
12:21:03 PM,
1 OF 4. R $0.00 Doc Code
DETERMINATION
Janice K. Vos Caudill, Pitkin County, CO
DETERMINATION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN
COUNTY, COLORADO, APPROVING THE ASPEN KIWI PROPERTIES, LLC ACTIVITY
ENVELOPE AND SITE PLAN WITH SCENIC REVIEW FOR GUARDRAIL INSTALLATION
ON STAR MESA ROAD
Determination No.y -2012
RECITALS
I. Aspen Kiwi Properties, LLC ( "Applicant') has applied to the Pitkin County Community Development
Director for Activity Envelope Review, Site Plan with Scenic Review for construction of guardrails on
Star Mesa Road.
2. The Kiwi parcel is located at 875 Star Mesa Road (Rondelay Parcel), PID# 264322400010 (Legal
description Exhibit A).
3. The parcel contains approximately 40 acres and is conforming in size in the RS -20 zone district.
4. The guardrail installation is on the Star Mesa Road which has easements across the Rondelay Parcel
and two intervening properties.
5. The Applicant proposes to remove boulders at the switchbacks of Star Mesa Road and replace them
with guardrails.
6. The request complies with the applicable provisions of the Land Use Code, as follows:
a. The visual impact of the road will be lessened as viewed from Highway 82 and McLain Flats
Road.
b. The proposal can be permitted through an Access Permit.
c. Proper easements for the road are in place.
NOW THEREFORE BE IT DETERMINED by the Pitkin County Community Development
Director that the Aspen Kiwi Properties, LLC Activity Envelope, Site Plan with Scenic Review for
guardrail installation is approved subject to the following conditions, which shall run with the land and be
binding on all successors in interest.
1. The Applicant shall adhere to all material representations made in the current or prior applications or in
public meetings or hearings and shall consider those representations to be conditions of approval, unless
amended by other conditions.
Prior to submission of the required Access Permit for the guardrail installation, the Applicant shall be
required to submit for approval by the County Attorney and Community Development a Site Plan
with Activity Envelopes that include all disturbance areas in accordance with Land Use Code Section
2- 30 -20(g) and Application Manual Sections 2.1.1 & 2.1.12. The above referenced approvals shall be
a condition precedent to finalization and recordation. The Mylar copy of the plat shall be signed by
the owner prior to submittal for recording.
3. No structural development in excess of 30" in height above natural or finished grade shall occur
within the setbacks of any lots. Any external structural development exceeding 30" in height located
within setbacks mandated by County zoning regulations shall require a variance from the Board of
Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a
variance.
4. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the
corners of the activity envelopes and install construction fencing around the perimeter of the
envelopes. The fencing shall remain in place until issuance of a Certificate of Completion.
5. The Applicants shall comply with all standards for development within Scenic View Protection
Areas as represented in the application and approved in this Determination:
A) Reflective materials shall not be used unless the materials are treated prior to installation to
eliminate reflection.
B) All development shall be built or painted with indigenous earth tone materials or colors.
C) Driveway lighting is prohibited.
D) All new utilities located on or servicing the parcel shall be located underground.
6. No development, including grading, excavation, fill placement, landscaping, vegetation removal or
disturbance, shall occur outside of the approved development envelopes.
7. At submittal for access permit application for the proposed guardrail installation, the Applicant shall:
A) Submit a site specific revegetation plan for any newly disturbed areas for review and approval by
Planning /Zoning. All historical drainage patterns shall be maintained. All Slopes steeper than
2:1 shall utilize erosion control blankets. If the project disturbs more than one (1) acre, a State
Stormwater Permit shall be obtained prior to permit issuance.
B) Submit a construction management plan for review and approval by Planning /Zoning showing the
locations of staging, material storage including all retained soils, and employee and construction
traffic parking.
8. All newly disturbed areas cleared by construction shall be re- vegetated with native shrubs and
grasses, to limit water consumption and additional runoff, within one growing season after
completion of construction.
9. Failure to comply with these conditions of approval may result in revocation of this permit or any
subsequent permits related to this property or vested rights associated with this property.
10. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County
Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use
Code, § 4 -140 and C.R.S., § 24 -68 -105. The statutory vested rights granted herein shall expire on
NOJ -� , 2015.
NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 4th day of
October. 2012.
APPROVED by the Director, this _day of November, 2012.
� c
Cindy � Houben,
Community Development Director
PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen
Times Weeklv on thep9(� day of NO V . 2012.
PID#264322400010
P 084 -12
Kiwi properties actsitescenic_det.doc
.•tl:
LEGAL DESCRIPTION
"PARCEL ONE"
FEE:
Township 9 South, Range 85 West of the Shdh Principal Mendien lying Eastwly of the Salvation Ditch of said
parcel of land is descnbed as follows:
BEGINNING AT A POINT whence the Section Comer common to Section 15, 16, 21 and 22 in said Township and
Range bears North 56 °54'28"" West 6662.50 feet;
theme South 1145.62 fee,
thence North 89 °24'19 "" West 1476.55 feet to said ditch;
thence North 11 "1740 "" West 90.40 feet along said ditch;
thence North 02°55'24 "" East 72.03 feet along send ditch;
tlrence North 19°22'38 "" East 65.42 feet along said ditch;
thence North 19 °28`59 "" West 57.36 feat;
thence North 18 °1725"" West 110.85 feat along said ditch;
thense North 04 °4231 "' East 66.90 feet along said ditch;
thence North 21 010%— West 54.10 feet along said ditch;
thence North 10 °3TI6 "" West 71.38 feat along said ditch;
thence North 17 °16'52 "" West 94.30 feet along said ditch;
thence North 01'5548 "" West 94.23 feet along said ditch;
thence North 10 118141' East 106.04 feet along said ditch;
thence North 22 °20'19 "" West 76.46 feat along said ditch;
thence North 00 °5732 "" West 127.68 feet along said ditch;
thence North 02 °48'52 "" East 61.04 fine" along said ditch;
thence North 24 "1324`" East 14.78 feet along said ditch;
thence East 1584.15 fret, more or less m the POINT OF BEGINNING.
'PARCELTWO"
EASEMENT:
The easement rights contained in Easement Agreement recorded August 20, 1985 in Book 493 at Page 156 as
Reception No. 270674 and the Short Form Easenerd rworded December 9,1982 in Book437 at Page 32 as
Reception No. 246217 and Access Easement Agr wa a recorded August 20, 1985 in Book493 et Page 146 as
Reception No. 270673
EXCEPTING THEREFROM Any of the portions of said Emernenta dedicated to the Star hfese Homeowners
Association pursuant to the Star Mesa Declaration ofPmteeliW and Restrictive Covenants recorded December 2,
1986 in ]look 523 at page 808 ea Reception No. 283644.
COONIY OF PI=, STATE OF COLORADO.
WA NUebn: 94269]-04
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CHARLES CUNNIFFE ARCHITECTS
610 E. HYMAN AVENUE, ASPEN, CO 81611
970/925 -5590 PHONE
9701925 -5076 FAX
ARCHITECTURE
PLANNING
INTERIORS
LETTER OF TRANSMITTAL
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PROJECT:
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REGARDING: -59 4, Fl-am 'eUl�o
WE ARE SENDING YOU: BAttached Via: a C]G wvf/i— the following items
❑ Shop drawings Ill ❑ OriginalsA ❑ Computer Disc(s)0 Samples ❑ Specifications
❑ Copy of Letter ❑ Change order Ill Lf- '.LL7LL0e1 w11F�r������:: ��I ��/
DESCRIPTION: t 44 ” 0* �C '� 1Ot�1 �%bCL(V:'i . w ag . inrim L� IN
� ire - Ic��f rrxw�t Copt- �erieuc� su w1 wta+Jr.
THESE ARE TRANSMITTED as checked below:
IBFor approval ❑ Approved as submitted
❑ FFor your use
1d As requested
❑ For review & comment
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Prints returned after loan to us ❑
REMARKS: P(C2as2 (�� At Ld k-M ow 6 � Lim Gl jlF Li N� at t �[L � %;r
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COPYTO:
UJ0001 �-
PITKIN COUNTY PRE - APPLICATION CONFERENCE SUMMARY
LOCATION: 875 Star Mesa Road, Rondelay Parcel PID #: 264322400010
ZONING: RS -20 SIZE: 35 acres
OWNER: Aspen Kiwi Properties, LLC
REPRESENTATIVE: Janver Derrington PHONE and EMAIL: 925 -5590, ianverd(a,Cunniffe.com
DATE: July 23, 2012 PLANNER: Mike Kraemer, 920.5482
Type of Application: Activity Envelope and Site Plan Review
Description of Project/Development: The Applicant is requesting Activity Envelope and Site Plan Review approval for
installation of guardrails along Star Mesa Road. At the time of the pre - application meeting, easements have not been
established for the entirety of the guard rail project. The Applicant has expressed a desire to move forward with only a
portion of the guardrail project if easement work is not completed at the time of submittal.
Land Use Code Sections to be addressed in letter of request (application):
Sec. 7- 10 -50: Activity Envelope;
Sec. 7- 20 -10: Site Preparation and Grading;
Sec. 7- 20 -20: Steep and Potentially Unstable Slopes;
Sec. 7- 20- 120(d): Scenic View Protection Areas (McLain Flats Road is a designated scenic corridor)
Staff will refer the application to the following agencies: Star Mesa HOA J C�, .4^ ' -Z
Review by: Community Development Director
Public Hearing: No. However, the Applicant shall post a public notice sign on the property at least 15 days prior to the
date specified for the Administrative Decision pursuant to Sec. 2- 20- 100(a)(3) of the Land Use Code. In addition, the
Applicant shall mail notice (by 1" Class mail) to all property owners within 300' of the properties abutting the easement
with the return address of the Community Development Department (form of notice to be obtained from the Community
Development Department). The names and addresses shall be those on the current tax records of Pitkin County, as they
appear no more than 60 days prior to the date of the public hearing. A property owner receiving the public notice shall
have 2 weeks from the date the notice was postmarked to submit comments or objections to the Community.
FEES: $3,823 (make check payable to "Pitkin County Treasurer ")
Planning Office flat fee: $3,744 (non - refundable; based on 12 hours of staff time. If staff review time exceeds 14.4 hours, the
Applicant will be charged for additional time above 12 hours at a rate of $312/hour)
o Web Technology Fee: $25
o Public Notice Fee: $54
To apply, submit 1 copv (unbound) of the following information, unless noted otherwise:
1. Summary letter explaining the request, providing background on prior approvals and permits, and addressing
compliance with the Code sections listed above.
2. 24" by 36" and 11" by 17" Activity Envelope and Site Plan and standards report as designated in Section 2.1.1 and
2.1.12 of the Pitkin County Land Use Application Manual;
3. Previous Land Use Approvals (if applicable);
4. Scenic View Protection Exhibits as designated in Section 2.1.12 of the Pitkin County Land Use Application Manual;
5. Proof of ownership of subject property;
6. Parcel description, including legal description and vicinity map;
7. Total fee for review of the application;
8. Signed fee agreement (1 copy);
9. Consent from owner(s) to process application and authorizing the representative (1 copy)
OEUNG2
10. List of all property owners within 300' of the subject property (1 copy)
11. Copies of this pre -app form
NOTES:
r PLEASE SUBMIT ONE UNBOUND AND ONE -SIDED COPFOF }'OUR COMPLETEAPPLICATION.. PLEASE SUBMIT TWO -SIDED COPIES
OF ALL REALMNING COPIES OF }OUR APPLICATION (IF POSSIBLE). THE PARCEL IDs SHOT lLD BE INCL L'DED ON ALL DOCUMENTS
INCLUDED IN FOUR APPLICATION.
Z ALL MOPS SHALL BE FOLDED.
i
This pre-application conference summon, is advisory in nature and not binding on the Count. The it formation provided nn this summary is
based on current zoning standards and staff 's interpretations based upon representations of the applicant. Additional information Wray be
required upon a complete review of the application.
5= The Pitkin County Land Use Code and Application Manual is mailable on -line at
hrip: /hvwry aspenpitkin .coo /depts /7 /plannine.cfin
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August 30, 2012
z Mike Kraemer
a Planner
o Pitkin County Community Development
130 S. Galena Street
CHARLES CUNNIFFE
ARCHITECTS
I Aspen, CO 81611
LL
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Re: Site Plan Review and Activity Envelope
Star Mesa Road Guardrails
Pitkin County, Colorado
0 Parcel I.D. #264322400010
C)
0 Dear Mike:
z
a Pursuant to our recent Pre - Application Conference, we are submitting this Application for Administration
Decision by the Community Development Director regarding the referenced project. As you know, Star
Mesa Road, which provides access to all six (6) lots in the Star Mesa Subdivision, runs through Lot 6, aka
the "Rondelay Parcel ", which is owned by Aspen Kiwi Properties, LLC (the Applicant). It also runs
through adjoining parcels of land owned by the Jaffee Family GST Trust and White Star Ranches HOA
(aka W/J Filing #5). The segment of the road upon which we are proposing to install guardrails is on the
steep hillside which has several switchbacks.
There is a recorded easement agreement for the access road through the Rondelay Parcel in Book 493
at pages 146 through 155. Please refer to Exhibit A.
Since our conference, the Applicant has had a survey prepared for the segment of the existing road
through the Jaffee and White Star Parcels. Please refer to Exhibit B. The access easement depicted in
this survey is in conformance with the alignment described in an easement agreement which was
recorded August 20, 1985, in Book 493, at pages 156 through 206. Please refer to Exhibit C. This access
easement was not surveyed and recorded at that time by Star Mesa HOA as the agreement directed.
The Applicant will have this new survey and the short form agreement recorded once this application is
approved.
The recorded access easement agreement (Exhibit C) for the Jaffee Parcel contains a specification for
a guardrail at page 201, which was never built. This application for site plan review proposes to build
guardrails at the switchbacks only, in conformance with the recorded specification. We are attaching
photoshopped pictures of the hillside showing the road as it is today and with the proposed guardrails.
Please refer to Exhibit D. We are also attaching a picture of the proposed guardrail. Please refer to
Exhibit E.
In reference to Land Use Code Section 7- 10 -50: Activity Envelope; The Activity Envelope for this
proposed project will be the access easement, which is described in Exhibit A and depicted in Exhibit B.
More specifically, the switchback areas depicted in Exhibit C are where the guardrails are proposed.
In reference to Land Use Code Section 7- 20 -10: Site Preparation and Grading; The installation of the
proposed 8 "x8" guardrail posts will not require any site preparation other than removal of the large
white boulders that are currently located at the switchbacks. There will not be any re- grading of the
road shoulders in those areas.
610 East Hyman Avenue Aspen, Colorado 8 16 11 1 tel 970 9,5 5590 = fax 970 925 5076 • ... cunmife com
In reference to Land Use Code Section 7- 20 -20: Steep and Potentially Unstable Slopes; The existing
roadway was constructed approximately thirty (30) years ago and was revegetated to prevent erosion
and settlement of the cut and fill slopes. It has shown no signs of instability to date.
In reference to Land Use Code Section 7- 20- 120(d): Scenic View Protection Areas; As depicted in Exhibit
D, pages 1 through 4, the proposed guardrails, as seen from McLain Flats Road, will actually be less
noticeable than the existing white boulders that will be removed.
With this application, we are submitting the following required documents (1 copy of each, u.n.o.):
• 24 "x36" and 1 1 "xl7" Activity Envelope & Site Plan (previously identified in Exhibit B, page 2 of 2)
• Previous Land Use Approvals (previously identified as Exhibit C)
• Scenic View Protection Exhibits (previously identified as Exhibit D)
• Proof of Ownership of subject property (as a Warranty Deed)
• Parcel Description, including legal description (contained in Warranty Deed)
• Vicinity Map
• Total Fee for review of the Application
• Signed Free Agreement
• Consent of Owner to process Application and authorizing the Representative
• List of all Property Owners within 300 ft. of the Subject Property
• Copy of the Pre - Application Conference Summary
Janv )6r C. Derrington, AIA
C
CA
u,jUiG
August 30, 2012
Mike Kraemer
Planner
Pitkin County Community Development
130 S. Galena Street
Aspen, CO 81611
Re: Activity Envelope and Site Plan Review
Star Mesa Road Guardrails
Pitkin County, Colorado
Parcel l.D. #264322400010
Dear Mike
By this letter, I certify that I am the Manager of the referenced property and hereby consent to the
accompanying Application for Activity Envelope and Site Plan Review. Furthermore, I authorize Charles
Cunniffe Architects, P.C. to represent my interests in all matters pertaining to the Application.
y,
Sincer l
174e
Richard Kdletich
Manager
Aspen Kiwi Properties, LLC
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PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT
AGREEMENT FOR PAYMENT OF LAND USE APPLICATION FEES
PITKIN COUNTY (hereinafter "COUNTY") and hi'5i° l" V2,tW t FTVP0y+ifz2a, Uc
(hereinafter "APPLICANT") AGREE AS FOLLOWS:
APPLICANT has submitted to COUNTY an application for S-f-ar M e-5 a Foa d gt,(av-d r atl5
(hereinafter, the "PROJECT ").
2. APPLICANT understands and agrees that Pitkin County Ordinance No. 30 -2009 establishes a fee
structure for land use applications and the payment of all processing fees is a condition precedent to a detennination of
application completeness. Tire fee structure is based on the COUNTY'S policy that development shall pay, in fill, the
cost of development review in the COUNTY. Fees have been set to he consistent and fair to the public and to reflect the
expense incurred in providing such services to the public.
3. APPLICANT and COUNTY agree that because of tine size, nature or scope of the proposed PROJECT, it
may not be possible at the time of application to ascertain the full extent of the costs involved in processing the
application.
4. APPLICANT and COUNTY agree that fees charged for the processing of land use applications shall
accumulate if an application includes more than one type of land use review.
S. COUNTY and APPLICANT further agree that it is impracticable for COUNTY staff to complete
processing or present sufficient information to the Planning Commission and/or Board of County Commissioners to
enable the Planning Commission and /or Board of County Commissioners to make legally required findings for project
approval, unless current billings are paid in full prior to decision.
6. Therefore, APPLICANT agrees that in consideration of the COUNTY'S waiver of its right to collect fill]
fees prior to a determination of application completeness, APPLICANT shall pay a base fee in the amount of $� 3
Z
which is based on j21lours of staff time, slid if actual time spent by staff to process the application exceeds the average
number of hours by more than 20 %, then the COUNTY will bill the APPLICANT quarterly for the additional time spent.
Such periodic payments shall be made within 30 days of the billing date. APPLICANT further agrees that failure to pay
such accrued costs shall be grounds for suspension of processing.
PITKIN COUNTY
Cindy Houben
Community Development Director
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( "AP LICANT")
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WOODY CREEK, CO 81656
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610 EAST HYMAN AVE ASPEN, CO 61611 1 TEL 970 925 5590 FAX 9709214557
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PITKIN COUNTY, COLORADO
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RECEPTION#: 677687, 02/15/2011 at
02:17:27 PM, C 5 PAG E 6
1 OF 3, R $21.00 DF $1600.00 Doc Code
WD
Janice PL Vos Caudill, Pitkin County, CO
WARRANTY DEED
THIS DEED, is dated the 15th day of February, 2011, and is made between
MFPI Partners, LLC, a Delaware limited liability company
rile "Grantor," of the County of Denver and State of Colorado, and
Aspen I{Iwi Properties LLC, a Delaware limited liability company
the "Grantee," whose legal address is: c/o Bill Gully, Loved 22, Vero Centre,
48 Shorthand SL, Auckland 1010, New Zealand
State Doe Fee: $1,600.00
WITNESS, that the Grantor, for and in consideration of the sum of
the receipt and sufficiency of which is hereby acknowledged, hereby grams, bargains, sells,
conveys and confirms unto the Grantee and the Grantee's successors and assigns forever, all the real property,
together with improvements thereon, located in the County of Pitkin and State of Colorado described as follows:
"PARCEL. ONE ":
FEE
Iownship 9 South, Range 85 West of the Sixth Principal Meridian lying Easterly of the Salvation Ditch of said parcel of land is
described as follows:
BEGINNING AT A POINT whence the Section Comm common W Section 15, 16, 21 and 22 in said Township and Range
bears North 56 °5428'" West 666230 feet;
thence South 1145.62 fat
theme Ninth 89 °24'19 "" West 1476.55 feet to said ditch;
thence North 11 °17'40 "" West 90.40 feet along said ditch;
theme North 02 "5524 "" East 72.03 feet along said ditch;
theme North 19"2238"" East 65.42 feet along said ditch;
thence North 19 °2858"" Wen 5736 feet;
theme North 18 "17'25 "" West 110.55 feet along said ditch;
theme North 04 °42'31"" East 66.90 feet along said ditch;
theme Norris 21 °10'00 "" Writ 54.10 feet along said ditch;
thence North 10 °3216"" West 7138 feet along said ditch;
thence North 17 °1652"" West 94.30 feet along said ditch;
theme North 01. 55'48 "" Want 9423 feet along said ditch;
thence North 10°18'41 "" East 106.04 feet along said ditch;
theme North 22°20119 "" West 76.46 feet along said ditch;
theme North 00 °5732"" West 127.68 feet along said ditch;
thence North 02 °48'52 "" East 61.04 feel along said ditch;
thence North 24 °1324 "" East 14 78 feet along said ditch;
theme East 1584.15 feet, more or less to the POINT OF BEGINNING.
"PARCEL TWO ":
The easement rights contained in Easement Agreement recorded August 20, 1985 in Book 493 at Page 156 as Reception No.
270674 and the Sbort Form Easement recorded December 9, 1982 in Book 437 at Page 32 as Reception No. 246217 and
Access Easement Agreement recorded August 20, 1985 in Book 493 at Page 146 m Reception No 270673
EXCEPTING THEREFROM Any of the portions of said Easements dedicated to the Star Mesa Hotmowners Association
pursuant to die Star Mesa Declaration of Protective and Restrictive Cownanls mooted December 2, 19M in Book 523 a Page
808 as Reception No. 283644.
COUNTY OF PITKIN, STATE OF COLORADO.
also known by sheet and umnber as: 875 Star Mesa Road, Aspen, CO 81611
TOGETHER with all mid singular the horeditaments and appurtenances thereto belonging, or in anywise
appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest,
claim and demand whatsoever of the Grantor, either in law or equity, of, in aid to the above bargained premises,
with the hereditaments and appurtenances;
OrierNamber 942697
No 932A. acv 10-09 Wmmmy Oe44(For PliaoBmphk a d) Pnge 1 o1`2
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TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the
Grantee and the Grramm's successors and assigns forever.
The Grantor, for the Grantor and the Grantor's successors and assigns, does covenant, grant, bargain, and agree
to and with the Grantee, and the Grantee's successors and assigns, that at the time of the ensealing and delivery of
these presents, the Grantor is well sewed of the premises above described; has good, sure, perfect, absolute and
indefeasible estate of inheritance, in law, in fee simple; end has good right, full power and lawful authority to
grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from
all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever
land or nature soever, except and subject to those matters set forth in Exhibit °A" attached hereto and trade a part
hereof.
And the Grantor shall and will WARRANT AND FOREVER DEPEND the above described premises, but not
any adjoining vacated street or alley, if any, in the quiet and peaceable possession of the Grantee and the
successors, grantees and assigns of the Grantee, against all and every person or persons claiming the whole or any
part thereof.
IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above.
MFPI P , LLC, a Delaware hinted liability company
By:
Patrick W.M. Imeson
Manager
State of Colorado )
) ss.
County ofPitkio )
The foregoing instrument was acknowledged before me this 15th day of February, 2011, by Patrick WM. human,
Manager of MFPI Partners, LLC, a Delaware limited liability company
Witness my hand and official seal.
Notary Publi 0
My commission expires:
No. 932A Rw 10-D9. Wanway Dad (For Photographic Record)
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CAFOUN
€THROGE
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EXHIBIT A
EXCEPTIONS
1. Taxes for the year 2011 and subsequent years not yet due and payable.
2. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to
penetrate or intersect the premises hereby granted, and Right of way for ditches or canals constructed by the
authority of the United States, as reserved in United States Patera recorded December 11, 1908 in Book 55 at
Page 526 as Reception No. 72826. Effects Parcel One
3. Short Form Easement between W/J Ranch Inc and Bradford, Inc., etal. recorded December 9, 1982 in Book
437 at Page 32 as Reception No. 246217 Effects Parcel Two
4. Terms, conditions, obligations and provisions and easements of Private Road Access Agreement recorded June
1,1983 in Book 446 at Page l l9 as Reception No. 250528. Effects Parcel Two
5. Access Easement Agmemem recorded August 20, 1985 in Book 493 at Page 146 as Reception No. 270673.
Effects Paul Two
6. Terms, conditions, obligations and provisions of Easement Agreement by Wilton Jaffee and lesions! Jaffee, end
and Bradford, Itt., awl (collectively referred to as "Star Mesa), recorded August 20, 1985 in Book 493 at Page
156 as Reception No. 270674. Effects Pamela One and Two
7. Underground Right of Way Easement granted unto Holy Cross Electric Association lac. as set forth in
instrument recorded November 6, 1985 in Book 498 at Page 581 as Recepticu No. 272893. Effects Parcel One
8. Consolidated Stipulation and Agreement as set forth in iusttnment recorded November 22, 1983 in Book 456 at
Page 68. Effects Parcel One
9. Star Mesa Declaration of Protective and Restrictive Covenants as set forth in instrument recorded December 2,
1986 in Book 523 at Page 808 as Reception No. 283644. Effects Parcel One and Parcel Two
10. Trench Agreement as set fords in instrument recorded December 11, 1991 in Book 664 at Page 196 as
Reception No. 339388. Effects Parcel One
11, Underground Right of Way Easement granted unto Holy Cross Electric Association Inc. as set forth in
instrument recorded February 27, 1992 in Book 670 at Page 439 as Reception No. 342048. Effects Parcel One
12. Occupancy Deed Restriction and Agreement for a Caretaker Dwelling Unit Approved Pursuant to Section 3-
8.13 of the Pitkin County Land Use Code as set forth in instrument recorded January 1, 1993 in Book 700 at
Page 945 as Reception No. 353026. Effects Parcel One
13, Administrative Determination of the Community Development Director of Pitkin County, Colorado, Granting
1041 Hazard and Scenic Review Approval for the MFPI Partners LLC Property Located at Lot 6 of the BOCC
Approved Star Mean Subdivision, Administrative Decision No. 73 -2006 recorded August 11, 2006 as
Reception No. 527401. Effects Parcel One
14. Trwch, Conduit and Vault Agreement between MFPI Partners, LLC and Holy Cross Energy, a Colorado
corporation as set forth, in instrument recorded November 8, 2006 as Reception No. 530821, Effects Psreel One
15. All matters as shown and contained on ]meson ID41 Hazard Review Sim Plan recorded August 31, 2006 in
Plat Book 81 at Page 5 as Reception No. 528071. Effects Parcel One
16. Reservations or exceptions contained in V.S. Patents, or in Achy authorizing the issuance thereof, recorded in
Book 55 at Page 163 reserving 1) Rights of the proprietor of a vein or lode to extract and remove his ore
therefrom and 2) tights of way for ditches and canals constructed order the authority of the United States.
E6ects the Restaurant Agreement recorded in Book 493 at Page 156 as Reception No. 270674 only
17. A reservation in all oil, gas and nth r mineral rights, as reserved by Albert Dm. to the Deeds to Wilton
Jeff= and Wilton Linder Jaffee recorded January 7, 1959 in Book 186 at Page 327 as Reception No. 107526
and recorded January 7, 1959 in Book 186 at Page 330 as Reception No. 107527, and soy and all assignments
thereof or interests therein. Effects the Easement Agreement recorded in Book 493 at Page 156 as Reception
No. 270674 only
18. Right of way for Salvation Ditch Effects Parcel Two
0,de, Numb¢ 941697-04
Warranty Deed -P hibit I (breeplimu)
Pace I of I
00L -W12 - -- - - - -
RECEPTION #: 577658, 02N512011 at
02:19:11 PM,
1 OF 2, R $16.00 OF $0.00 Doc Code QCD
Janice K. Vos Caudill, Pitkin County, CO
QUIT CLAIM
(Water Rights)
MITI Partners, LLC, a Delaware limited liability company ( "Grantor'), for Ten Dollars
($10.00) and other good and valuable consideration, the receipt and sufficiency of which is
�. hereby acknowledged, hereby sells and quit claims to Aspen Kiwi Properties LLC, a Delaware
a" limited liability company, ("Grantee"), whose address is c/o Bill Gully, Level 22, Vero Centre,
48 Shortland St., Auckland 1010, New Zealand, the following water rights in Pitkin County,
Colorado:
Any and all water, water rights, ditches, ditch rights, wells, well rights, well permits,
storage rights, reservoirs, ponds and flumes situate on, lying on, and/or being appurtenant to, or
used in connection with, that real property described in Exhibit "A" attached hereto and
incorporated herein, including, but not limited to the following:
Well Permit No. 134509 issued by the Colorado Division of Water Resources with a
maximum pumping rate of 15 gallons per minute.
TO HAVE AND TO HOLD the same, together with all and singular appurtenances and
privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right,
title, interest and claim whatsoever of the Grantor, either in law or in equity, to the proper use,
benefit and behalf of the Grantee, its heirs and assigns forever.
DATED this 15th day of February, 2011.
MFPI PARTNERS, LLC,
a Delaware limited liability company
By
Name: Patrick W.M. Imeson
Title: Manager
STATE OF COLORADO )
) ss.
COUNTY OF PITKIN )
The foregoing instrument was acknowledged before me this 15th day of February 2011,
by Patrick W.M. Imeson as Manager for MFPI Partners, LLC.
My commission expires:
Witness my hand and official seal.
UL�'3
CARDLYN
Nr Core'^e+m Expses m m011
LEGAL DESCRIPTION
"PARCEL ONE"
FEE:
Township 9 South, Range 85 West of the Sixth Principal Meridian lying Emtwly of the Salvation Ditch of said
parcel of land is described as follows:
BEGINNING AT A POINT whence the Section Comer 0010111011 to Section 15, 16, 21 and 22 in said Township and
Range beats North 56 °54'28 "" West 6662.50 feet,
therme South 1145.62 fed;
thence North 89 °2419"" West 1476 55 feet to said ditch;
thence North 11 "1T40"" West 90.40 fat along said ditch;
thence North 02 °5524 "" East 72.03 fed along said ditch;
thence North 19°2278 "" East 65.42 feet along said ditch;
thecae North 19 °28'58 "" West 57.36 feet;
thencce North 18 "1725 "" West 110.85 feet along said ditch;
thence North 04 °4271 " East 66.90 feet along said ditch;
thence North 21 °10'00 "" West 54.10 fat along said ditch;
thence North 10 °32'16 "" West 71.38 feet along said ditch;
thence North 17 °1652 "" West 94.30 feet along said ditch;
thence North 01 °5548 "" West 94.23 feet along said ditch;
thence North 10 °18141 "" East 106.04 fed along said ditch;
thence North 22 "20'19 "" Wert 76.46 fat along said ditch;
theca North 00 °5772 "" West 127.68 feet aleng said ditch;
thence North 02°48'52 "" East 61.04 feet along said ditch;
thence North 24 "1324•" East 14.78 fed along said ditch;
thence East 1584.15 feel. more or less to the POINT OF BEGINNING.
"PARCEL TWO"
EASEMENT:
The easement rights contained in Easement Agreement recorded August 20, 1985 m Book 493 at Page 156 as
Rweption No. 270674 and the Short Fomt Easement Worded December 9,1982 in Book 437 in Page 32 as
Reception No. 246217 and Access Pasemeut Agreem ®t recorded August 20, 1985 in Book 493 at Page 146 as
Reception No. 270673
EXCEPTING T[IEREFROM Any of the podium of said Easemetds dedicated to the Stu Mesa Homeowners
Association pursuaW to the Star Mesa Declared= ofProtecdve and Restrictive Covenants recorded December 2,
1986 in Book 523 at Page 808 as Reception No. 283644.
COUNTY OF PITION, STATE OF COLORADO.
Oder Numbn: 94269]-04
Atmehd iagsl Deaaipnm
Page 1 art
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EXHIBIT A
(PAGES 146 -155)
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i_t ,Lne1SiRAnr",P" CO. HOWdr•
P.00N 493 PmA46
ACCESS EASEMENT AGREEMENT
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THIS ACCESS EASEMENT AGREEMENT (agreement) is made
among, BRADFORD, INC., BRATTLEBORO, INC., LOTAWANA, INC.,
PENNOBSCOT, INC., RONDELAY, INC., and WESTCLIFFE, INC., all
Colorado corporations (hereinafter collectively referred to
as the corporations).
The corporations have determined that it is in their
best interest to use the easement described herein for
accessing their respective properties.
In consideration of the mutual benefits, covenants and
conditions as hereinafter set forth, the parties agree as
follows.
1. Property Benefitted and Encumbered. The
corporations are owners of certain real estate located in
Pitkin County, Colorado, which property requires an access
road easement, will be benefitted by the within described
easement and is legally described in the attached Exhibits A
through F.
2. Grant of Easement. The corporations hereby `
grant and convey to themselves jointly for the benefit of
the property described in Exhibits A through F a perpetual
easement described as follows.
A road easement situate in Section 22,
Township 9 South, Range 85 West of the Sixth Principal
Meridian being 40 feet in width and lying 20 feet on each
side of the following described centerline.
Beginning at a point whence the north-
west corner of Section 22 bears N40 °39'28 "E 6170.24 feet;
thence from a tangent bearing S12 °21'46 "E, easterly 201.58
feet along the arc of a 74.00 -foot radius curve to the left
having a central angle of 156004143" and subtending a chord
bearing N89035'53 "E 144.79 feet; thence N11033'31 "E 109.58
feet; thence 79.29 feet along the arc of a 305.00 -foot
radius curve to the left having -a central angle of 14053'42"
and subtending a chord bearing N04006'40 "E 79.07 feet;
thence N3020'11 "W 255.26 feet; thence 144.71 feet along the
arc of a 54.00 -foot radius curve to the right having a
central angle of 153032'19" and subtending a chord bearing
N73025'58 "E 105.13 feet; thence S29047'52 "E 42.48 feet;
thence 60.22 feet along the are of a 320.00 -foot radius
curve to the right having a central angle of 10047100" and
subtending a chord bearing 524024'22 "E 60.14 feet; thence
519000152 "B 247.75 feet; thence 50.37 feet along the arc of
a 900.00 -foot radius curve to the left having a central
angle of 3012123" and subtending a chord bearing S20037'04 "E
50.36 feet; thence S22013'16 "E 40.38 feet; thence 158.94
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BOOR 493 pm[ 41
feet along the are of a 56.50 -foot radius curve to the left
having a central angle of 161 °10'58" and subtending a chord
bearing N77011'16"E 111.48 feet; thence NO3 °24'14 "W 137.44
feet; thence 69.53 feet along the arc of a 560.00 -foot
radius curve to the right having a central angle of 7 °06'49"
and subtending a chord bearing N00009111 14E 69.48 feet;
thence NO3 °42136 "E 152.05 feet; thence 60.10 feet along the
are of a 610.00 -foot radius curve to the left having a
central angle of 5 °38142" and subtending a chord bearing
N00 °53'15 "E 60.07 feet; thence N01056106 "1 160.18 feet;
thence 69.47 feet along the arc of a 140.00 -foot radius
curve to the right having a central angle of 24020118" and
subtending a chord bearing N10014'04 "E 59.02 feet; thence
N22024113 "E 119.00 feet.; thence 60.25 feet along the arc of
an 8o0.00 -foot radius curve to the left having a central
angle of 4018154" and subtending a chord bearing N20014446"E
60.24 feet; thence 1418 °05'18 "E 258.14 feet; thence E910.69
feet to the southwest corner of the Pennobscot parcel;
thence N1149.62 feet to the northwest corner of the
Pennobscot parcel; thence W578.10 feet to the southeast
corner of the Bradford parcel to a point whence the north-
west corner of Section 22 bears N63 °33142 11W 5588.13 feet,
the sidelines of the above described easement being
lengthened or shortened on the westerly end to terminate on
the easterly right -of -way line of the Salvation Ditch.
The easement herein granted is only for the
benefit of the corporations' properties as described in
Exhibits A through F and no other, and the corporations and
their successors or assigns shall not be permitted to assign
any rights herein for the benefit of any other lands.
3. Permitted Use. The easement granted herein
is for the purpose of ingress to and egress from the corPo-
rations' properties as described in Exhibits A through F and
for the installation of underground utilities including
electric, telephone, natural gas or cable television util-
ities to the corporations' properties.
4. Maintenance of Easement. The corporations
shall be obligated to provide maintenance, repair and
anuwV 1vwing t0 any roadway constructed on the =="_ i
m . cnh _
accordance with the Star Mesa Restrictive Covenants o
5. Colorado Law. All matters relevant to this
agreement shall be construed according to the laws of
Colorado, and any controversy arising herefrom shall be
governed by the laws of Colorado.
6. Attorney's Fees. In the event of any litiga-
tion arising out of this agreement, the prevailing party
shall be entitled to recover its reasonable attorney's fees
and costs incurred in any such litigation.
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'' nBas 493 ease148
7. Modification. Neither this agreement nor any
provision hereof maybe modified, waived, discharged or
terminated orally but only by an instrument in writing
°r signed by the party against whom enforcement of such change,
A waiver, discharge or termination is sought.
B. Running of Benefits and Burdens. The pro-
visions hereof shall be deemed to run with the properties
benefitted and encumbered and shall inure to and be binding -
on the parties hereto and their successors and assigns.
_ IN WITNESS WHEREOF, the parties have signed this
e agreement August 13 , 1935.
"AndreUlryc , a Colors o PEN OB OT, INC., a Colorado
y
, Presiden A ndr lry , esident
71 test: 1 Att t•
9 r tart VVV, Secr 'a y �� U
4`.. NORPORATH s_S f) (eeRPORAms -Ss ) `
RONDELAY, INC., a Colorado WESTCLIFFE, INC., a Colorado
gg co oration c po tion
Andre Ulrych, residen And Ulrych, President
A est/,•v- y}}v,�` Att@ t:
Se a ary U Secr6e a y
(e0RPBRATE_^SBAi) (CORPORATE SEAL
BRADFORD, INC., a Colors o BRATTLEBORO, INC., a Colorado
a'-&L ation c p ration
Y A M
Andre Ulrych, Preside t A e Ulrych, President
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8008 493 msJ50
ISIOCI..«!
.7uly 17, 1985
MOM
RRMPORn PARCEL
A parcel of land situated in lets 4 and 5 of Section 22, 7o%mship 9
South, Range 85 A'est of the Sixth Principal Meridian, lying Easterly of
the Salvation Ditch anal Southerly of Lot 1 in Section 22, said parcel
of land is described as follows:
Feginning at a point Bence the Section Corner oo. on to Sections 15,
16 21, and 22 in said Wwn, hio and Range bears: North 82 °19'34" West
5048.92 feet; thence South 1813.03 feet; thence West Q01.04 feet to the
Salvation Ditch; thence North 17°35'00" East 57.77 feet along said
ditch; thence Worth 6 °50'00" East 200.00 feet along said ditch; thence
Worth 35'10'00" Fast 110.00 feet along said ditch; thence North
13'15'00" Rest 265.00 feet along said ditch; thence Worth 2'51100"
Fast 200.00 feet along said ditch, thence Worth 3'44'00" Nest 250.00
feet along said ditch; thence Worth 8 °55'00" Fast 210.00 feet along
said ditch; thence North 1'45100" East 200.00 feet along said ditch;
thence North 22'30'00" best 446.99 feet Rare or less to a point on the
Southerly line of said Lot 1, thence South 06 °43105" East along the
Southerly line of said iut 1, 997.34 feet, more or less to the point of
beginning containing 35.317 acres bore or less.
EXHIBIT A
SCHMUESER & ASSOCIATES. INC. `
1512 GRAND AVENUE. SUITE 210 • GLENWOOD SPRINGS. COLORADO 81681 ' (303) 945-5468
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1 July 17, 1985 I i
B2087A j
8RATIF —MD17 PARCFG wax 493 mA51
A parcel of land situatpi in Ints 4 and 5 of Section 22, also in Lots 5
and 11 of Section 23 all in 7W nship 9 South, Range 85 best of the
Sixth Principal Meridian, lying Westerly of the Salvation Pitch,
Southerly of the Southerly lines of lot 1 in said Section 22 and Lot 4
Of said Section 23 said parcel of land is described as follars:
Beginning at a point on the Southerly line Of Got 1 in said Section 22
whence the Section Corner co.n n to Sections 15, 16, 21 and 22 in said
Township and ranee bears: North 02 °19'34" Kest 5048,92 feet; thence
Easterly °lineSOfFsaid4Section 22; thence forth 89'4310011 Fast along the
Northerly line Of Int 5 in said Section 23, 63,85 feet to the Salvation
Ditch; thence South 26 °01'58" Fast 95.86 feet along said ditch; thence
South 31 °09'32" Fast 70,33 feet along said ditch. thence South
West7'68,,87 feet talons said ditch; said
thencetSouththence
17.045- 114'- 11tlEast4. 33.,09
feet along said ditch; thence South 27 °28'00" Fast 135.43 feet along
said ditch; thenoe South 43'59-18" East 47.89 feet along said ditch;
thence South 26 °38103" Fast 102.35 feet along said ditch; thence
South 66'40115" East 61,75 feet along said ditch; thence North
72 °34'52" Fast 133.03 feet along said ditch; thence forth 60 °21122"
Fast. 248,11 feet along said ditch; thence North 82 °13'58" East 55,90
feel- along said ditch; thence South 19.00'12" Fast 73.78 feet along
said ditch; thence South 0'33'49" hest 123.12 feet along said ditch;
?'24110 "Iest9 °161.74 feet along8Said ditch. thence South 4h22'c5V South
109.12 feet along said ditch, thence South 41'47101" pest 923,38; feet
thence nest 578.10 feet. thence North 1813. R3 feet, more Or less
point of beginning, cantainirg 36,374 acres ;rare O,- less-
to the
EXHIBIT B
SCHMUESER 8 ASSOCIATES, INC,
1512 GRAND AVENUE, SUITE. 210 • GLENWOOD SPRINGS, , .. r
OIORl.9061601 • f303)9455<68
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Box 493 Fa,r::152
duly 17, 1935
L12.087A
Ip AMMN PARCFr
A parcel of land situated in hots 51 10 and 11 of Section 22 and in
Lots 11, 12 and 19 of Section 23, all in Tmnship 9 South, Range R5.
Nest of the Sixth Principal Meridian, said parcel of land is described
as follows:
Beginning at a point ubence the Section Corner cvmon to Sections 15,
18, 21 and 22, in said UbDhmship and Rance hears: North 56'54128" Nest
66.62.50 feet; thence hest 1584.15 feet to the Salvation Ditch; thence
North 24'13124" East 87.18 feet along said ditch: thence North
28.57134" hest 58.50 feet along said ditch; thence North 10'58113"
Ilest 78.39 feet along said ditch; thence North 0°30114" hest 85.95
feet along said ditch; thence North 9'45100 Fast 252.01 feet along
said ditch; thence worth 10 640100 Nest 130.00 feet along said ditch,
thence worth 5'00-00" East 250.00 feet along said ditch;thence North
17'35100 Fast 242.23 feet along said ditch; thence East 1479.14 feet
thence South 1149.62 feet, :core or less to the point of beginning,
containing 41.143 acres lore or less.
EXHIBIT C
SCHMIJESER & ASSOCIATES, INC.
1517 GRAND AVENUE. SUITE 210• GLENWOODSPRINCS,COLORAU0816011 (303)945.5468
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CONSTRUC1 ORS
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Box 493 Fa,r::152
duly 17, 1935
L12.087A
Ip AMMN PARCFr
A parcel of land situated in hots 51 10 and 11 of Section 22 and in
Lots 11, 12 and 19 of Section 23, all in Tmnship 9 South, Range R5.
Nest of the Sixth Principal Meridian, said parcel of land is described
as follows:
Beginning at a point ubence the Section Corner cvmon to Sections 15,
18, 21 and 22, in said UbDhmship and Rance hears: North 56'54128" Nest
66.62.50 feet; thence hest 1584.15 feet to the Salvation Ditch; thence
North 24'13124" East 87.18 feet along said ditch: thence North
28.57134" hest 58.50 feet along said ditch; thence North 10'58113"
Ilest 78.39 feet along said ditch; thence North 0°30114" hest 85.95
feet along said ditch; thence North 9'45100 Fast 252.01 feet along
said ditch; thence worth 10 640100 Nest 130.00 feet along said ditch,
thence worth 5'00-00" East 250.00 feet along said ditch;thence North
17'35100 Fast 242.23 feet along said ditch; thence East 1479.14 feet
thence South 1149.62 feet, :core or less to the point of beginning,
containing 41.143 acres lore or less.
EXHIBIT C
SCHMIJESER & ASSOCIATES, INC.
1517 GRAND AVENUE. SUITE 210• GLENWOODSPRINCS,COLORAU0816011 (303)945.5468
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nix 493 PAGA53
PEN\0RSCM PARCEL
July 17, 198S
B2037A
A parcel of land situated in Iots 5, 11, 12 and 19 of Section 23,
T'.nship 9 south, Range 85 West of the Sixth Principal Meridian, lying
Westerly of the salvation Ditch, said parcel of land is described as
folloas:
Beginning at a point whence the Section Corner comnon to Section 15,
16, 21 and 22 in said TOwship and Range hears: Mrth 56 °54128" West
6662.50 feet; Mrth 1149.fi2 feet thence North 41 047'01" Fast 923.38
feet to the Salvation Ditch; thence South 4 °22'59" Fast 49.86 feet
along said ditch; thence South 13 °24110" Fast eo,86 feet along said
ditch; thence South 15 °19'29" Fast 164.91 feet along said ditch;
thence soath 17 °03122" East 119.27 feet along said ditch; thence S
11'59'38" Fast 307.03 feet along said ditch; thence South 56 637104"
East 75.15 feet along said ditch; thence South 32 °32'23" Fast 112.10
f
eet along said ditch; thence South 29 °3f,'12" Fast 98.n7 feet along
said ditch; thence South 27'42111" East 105.15 feet along said ditch;
thence South 30'31'24" Fast 80.45 feet alom said ditch; thence South
37 °39'3f" Fast 92.84 feet alone said ditch; thence South 38°03114"
Fast 92.21 feet; thence South 32 °10142" Fast 105.35 feet along said
ditch; thence South 38'52'28" East 111.12 feet along said ditch; thence
South 49 °13'59" East 84.89 feet along said ditch; thence South
40 °20010" East 25.76 feet along said ditch nore or less to a point on
the Fasterly line of said T.Ot 12; thence South 02'13100" East 327.31
feet along the Easterly line of said IOts 12 and 19; thence West
1371.82 feet, more Or less to the point of beginning, containing 36.003
acres rare or less.
EXHIBIT D
SCHMUESER F, ASSOCIATES, INC.
1512 GRAND AVENUE, SUITE 210 ° GLENWOOD SPRINGS, COLORADO 81681 • (3931945.5468
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July 17, 1985
R2nR7A
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FchNeeLAV Pnrces ec�
A parcel of land situated in Tots 11 and 17 of Section 22 also in Lot
19 of Section 23, all in 9o•.nship 9 South; Range 85 best of the Sixth
Principal Meridian lving Fasterly of the salvation pitch said parcel Of
larrl is descrihd as follows:
". inning at a point whence the Section Corner co.•nTon to Sections 15,
16, 21, and 22 in said Ho•.nship and Range beats: A:orth 5fi °54128" West
6662.511 feet; thence South 1145.62 feet; thence North 89 °24119" Nest
1476.55 feet to said ditch; thence North 11'17'40" Nest 90.40 feet
along said ditch; thence North 2 °55'24" East 72.03 feet along said
ditch; thence North 19 °2213811 East 65,42 feet along said ditch; thence
North 19'28'5811 Nest 57.36 feet; thence North 18 °1712511 Nest 110.85
feet; along said ditch; thence North 4'42131" Fast 66.90 feet along
said ditch; thence North 21'10'001; West 54.10 feet along said ditch;
thence forth 10'32116" West 71.38 feet along said ditch; thence North
17 °1615211 West 94.30 feet along said ditch; thence North 1'55148" Nest
94.23 feet along said ditch; thence ?north 10'18'Al" Fast 106.04 feet
along said ditch; thence North 22'20119" Nest 76.46 feet along said
ditch; thence North 0'57'321, Nest 127.60 feet along said ditch; thence
North 2'48152" Fast 61.04 feet alone said ditch; thence north 24'13124"
Fast 1A,78 feet along said ditch; thence Fast 1584.15 feet, more or
less, to the point of beginning, containing 40,252 acres Ooze or less.
EXHIBIT E
SCHMUESER & ASSOCIATES, INC.
1512 GRAND AVENUE, SUITE 210 • GLENWOOD SPRINGS, COLORADO 81601 - (303) 9455468 -
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July 27, 19R5
R2e87A
WES'1CLIFFF
A parcel of land situated in Lots 19 and 22 of Section 23, 1o•.anshio 9
South, Range 85 West of the Sixth Principal Meridian, said parcel of
land is described as follo•es:
Beginning at a point xhence the Section Corner uoy mn to Sections 15,
16, 21 and 22 in said TMmship and Range bears: North 56 °54'28" Pest
6662.50 feet; thence Fast 1371.82 feet, more or less to a point on the
Fasterly line of said Lot 19; thence South 02'13100" Fast 823.89 feet
along the Easterly line of said Ent 19; thence South e6 054108" East
284,24 feet; thence South 07 °14'nn" Past 5R.R2 feet; thence South
23 °nA'00" hest 64.74 feet; thence worth 59 °58100" West A9.69 feet;
thence Korth 71 °15'00" hest 108.65 feet npre or less to a point on the
Easterly line of Said Ent 19; thence South 02 °13100" Fast e9,72 feet
along the Fasterly line of said Lot 19; thence South 89 °57022" west
1377.20 feet; thence worth 119°02'00" best 38.95 feet; thence North
1145.62 feet to the point of teoinning, containina 37.460 acres more or
less.
EXHIBIT F
19
SCHMUESER & ASSOCIATES, INC.
— 1512 GRAND AVENUE, SUITE 210 • GLENWOOD SPRINGS, COLORADO 81601 • (303) 9455468
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EXHIBIT C
,.� (PAGES 156 -206)
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EASEMENT AGREEMENT s: o "J
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+} THIS AGREEMENT, made and entered into this 3a day of June,
1983 by Wilton Jaffee and Jeanne Jaffee, (hereinafter referred to
as "Grantors ") and Wilton Linder Jaffee or the W/J Ranch, Inc., '
._. (hereinafter referred to as "Jaffee "), and Bradford, Inc.,
a
Brattleboro, Inc., Lotawana, Inc., Pennobscot, Inc., Rondelay,
Inc., and Westcliffe, Inc., (hereinafter collectively referred to
as "Star Mesa ") and Lonejack, Inc., Minnetonka, Inc., Pickwick,
j
Inc., Shenandoah, Inc., Bemiston, Inc., Oelavan, Inc.,
Greensboro, Inc., and Haverhill, Inc., (hereinafter collectively
referred to as "White Star Ranches
"a W I T N E S S E T H 1
WHEREAS, Grantors own a tract of land and easement located
in Lots 12, 16, 17, Section 22, Township 9 South, Range 85 West
of the 6th P.M., said tract and easement is more fully described . ,
on attached Exhibit A (hereinafter referred to as the "Grantors'
Parcel "); and
WHEREAS, Jaffee or the W/J Ranch, Inc, is the present owner
of the property burdened by the aforementioned easement, said
property is more fully described on the attached Exhibit B,
(hereinafter referred to as the 'Jaffee Parcel "); and
WHEREAS, Star Mesa, owner of property to the east of and
adjacent to Grantors' Parcel, desires an easement over a portion
of the Grantors' Parcel incorporating the aforementioned easement
together with an easement over a portion of the Grantors' Parcel
for ingress and egress to the Star Mesa property as the same is
described on Exhibit C; and
NOW, THEREFORE, for and in consideration of the mutual
covenants and agreements hereinafter set forth, the parties
hereby agree as follows:
1. Grant of Easements. Grantors, as beneficial owner of
the easement described in Exhibit A, and Jaffee, as owner of the
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parcel burdened by said easement, hereby grant and convey to Star
Mesa a perpetual and non - exclusive easement over, across and
along a strip of land forty (40') feet in width from the county
_
road westerly of the parcel described in Exhibit A and along the
South boundary of the properties described in Exhibits -A and B to
a point that is approximately 15 feet beyond the point where the
existing driveway to the residence located on Grantors' Parcel
turns north north - easterly (exact location to be determined by
the parties and marked by a stake 11 at the site.) in addition,
Grantors hereby grant and convey a perpetual and non - exclusive
easement forty (40') feet in width from the above described stake
11 north easterly and above the existing potato celler to a point
no further than 100 feet North of the second telephone pole,
(exact location to be agreed upon and marked by a stake 12 at the
site) and then around a curve to the right with a 100 foot radius
and then proceeding in a southeasterly direction to intersect a
point on the common boundary between Grantors' Parcel and Star
..
,
Mesa property which shall be agreed upon by the parties and
marked with a stake 13 at the site, such point of intersection
with the Star Mesa property shall be located so as to allow a 90°
arc of a curve to the left with a 100 font rod i,!s. Shculd the
Easement described immediately above intersect a parcel of land
burdened by an easement held by Jaffee, Jaffee hereby grants and
conveys to Star Mesa a perpetual and non - exclusive easement forty
(40') feet in width over the same. The approximate alignment of
the foregoing described easements is shown on Exhibit D together
with an easement for such additional lands adjacent to the above
described easements as may be necessary to allow cuts or support
)
fills for such access road to be constructed in accordance with
Pitkin County standards and a construction easement to go upon
lands 40 feet on either side of the centerline of the easement
where the road alignment is straight and 60 feet on either side
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of the centerline of the easement where the road alignment is
curved, e.g., a "switchback "; provided, however, Star Mesa shall
utilize its best efforts to construct the road using only the
easement width granted herein. In the event additional width is
needed for construction purposes, Star Mesa shall first obtain '
the consent of Collins Engineering, Inc. before utilizing any
portion of the construction easement.
Further, Grantors and Jaffee hereby grant and convey to Star
Mesa a perpetual exclusive easement for utility purposes across
and along a stip of land twenty (201) feet in width parallel to
the southerly boundary of the Jaffee Parcel and Grantors' Parcel
and continuing from the county road easterly to the easterly
boundary of Grantors' Parcel.
2. Survey. The parties to this agreement shall mark with
stakes the exact location of the easements following the descrip-
tions set out in paragraph 1, above. Star Mesa shall, at it's
expense, immediately cause a survey of the centerline of the
above described easements and proper legal descriptions shall be
prepared based upon such survey locating the approved easements.
The legal descriptions shall be attached to the short form ease -
eat aareement to be executed by the parties hereto and recorded
in the office of the Clerk and Recorder of Pitkin County,
Colorado.
3. Use. Said easements shall be utilized only as a
private road to provide ingress and egress and utilities to the
single family dwellings and accessory uses to be located on the
six 35 -acre parcels in Star Mesa. The easements granted herein
shall serve no more than the number of single family dwellings
permitted by law, which shall in no event exceed a total of six
single family dwellings and six caretaker units not to exceed 500
square feet in size as prescribed by applicable county regula-
tions.
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4. Construction. Star Mesa shall construct the private
road which shall provide ingress and egress to Star Mesa located
within the forty (40') foot wide easement described above and
continuing easterly to Star Mesa. Construction of the road and
installation of utilities shall conform to Pitkin County -
standards or as otherwise approved by the County Engineer. Star
Mesa agrees to bear all costs of construction including but not
limited to: engineering, including fees from and including
May 28, 1983 of Collins Engineering, Inc. up to the sum of
$4,500.00, and survey costs, labor and material costs of con-
struction and revegetation and landscaping costs. Star Mesa
shall obtain all permits required by Pitkin County to construct
the road and extend utilities and shall comply with all require-
ments of Pitkin County in constructing the road and installing
utilities within the easements granted herein. Prior to com-
mencement of construction of the road on Star Mesa's property,
Star Mesa shall provide a performance bond or other performance
guaranty satisfactory in amount to Pitkin County. The bond shall
be obtained by Star Mesa to insure the completion of the road,
revegetation, landscaping and other improvements or restoration
to original condition of the easements should the project be
abandoned before completion.
Construction specifications are attached hereto as
Exhibit E. The road shall be constructed in accordance therewith
and with generally a 108 grade although a 128 grade maximum may
be allowed for some sections in the judgment of the project
engineer and with maximum curve radius of 100 feet. Unless less
restrictive requirements are subsequently approved by Pitkin
County the cross- section of the Star Mesa Access Road shall be
designed to meet Pitkin County standards for a local access road ,
in mountainous terrain (Class IV, Type 3 Road). Further, the
design of the access road shall be in general conformance with
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the design and road support systems incorporated in plans
entitled Star Mesa Access Road prepared by Schmueser a
Associates, Inc., Job #B2087A dated September 9, 1982, The road
shall have 9 foot paved lanes if permitted by Pitkin County,
otherwise the road shall have 11 foot paved lanes and 2 foot
:-
gravel shoulders. The paved lanes shall be chip and seal pave-
ment and 8 inches of aggregate base course. The structural
section has been designed using the "Group Index Method" as
outlined in the Pitkin County Design Standards, based on an
assumed A -4 soil type.
In the event that any of the existing road included in the
easements described herein requires upgrading to meet current
Pitkin County standards, Star Mesa shall, at it's expense,
-,
complete such upgrading.
It is a condition of this Agreement and the easement grants
contained herein that Star Mesa shall place that portion of the
road to be constructed easterly of Grantors' Parcel and on Star
Mesa's property in an alignment no further north than a line
, '•
approximately 800 feet north of the south boundary of Star Mesa's
property in order to provide a corridor wide enough to construct
said road with no more than two switch -backs above the Salvation
Ditch. In the event the road can be built within a corridor less
than 800 feet in width, Star Mesa shall do so. Star Mesa shall
cause the proposed alignment to be staked on the ground and such
alignment shall be approved by Collins Engineering, Inc. prior to
Star Mesa commencing construction of the road easterly of
Grantors' Parcel. In the event, however, that the road requires
-
a wider corridor than the aforementioned 800 feet, Star Mesa
shall be and is hereby permitted to utilize a wider corridor pro -
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vided, however, that Collins Engineering, Inc. first approve such
wider corridor. Star Mesa shall, however, be permitted to uti-
lize the easements granted herein to install a culvert in the
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Salvation Ditch. In connection with such installation, Star Mesa
may construct a pioneer road over said easements to gain access
to the Salvation Ditch. The dimensions and grade of such pioneer
road shall first be approved by Collins Engineering, Inc, prior
to commencement of construction.
5. Maintenance. Grantors shall maintain that portion of
the easement granted herein that is parallel to the south bound-
ary of the Grantors' Parcel and the Jaffee Parcel and shall
divide the costs of said maintenance with Star Mesa. Grantors
shall maintain said easement in a safe condition and in a state
of good repair including snow removal, and the costs of such
maintenance shall be divided between Grantors and Star Mesa with
Star Mesa assuming a portion of the costs for each residence that
is constructed in Star Mesa. For example, if a maximum density
of six units is constructed in Star Mesa, Grantors constitute one
unit and shall pay 1/7 of maintenance costs and Star Mesa shall
pay 6/7 of total maintenance costs. Grantors shall submit quar-
terly itemized billing statements to Star Mesa for maintenance
costs, which shall be paid by Star Mesa in a timely manner.
6. Additional Users. Star Mesa agrees that it will not at
any time convey to or permit the use of the easement granted
hereunder by any third party to access lands other than the Star
Mesa property, nor shall it enlarge the use of the easement with-
out the written consent of the Grantor(s).
7. Provisions Relating to the Easement. The parties
hereto agree to the following:
(a) That the easement is not open to the public and shall
be used only for a private roadway.
(b) No party will at any time convey or dedicate any land
in the easements as a public street, road or other public way of
any kind without the consent of all parties.
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`i (c) No party shall cause or permit the widening of the road
surfaces within the casements herein granted beyond the width
�t initially constructed without the written consent of all parties
hereto.
i,
(d) That Star Mesa or Grantors may install and maintain
signs that such easements are private property, not for use by
tithe public and that permission to use such property is revocable
d at any time and from time to time take any other steps
k appropriate to prevent others from acquiring by prescription a
right to use such easement.
(e) That Star Mesa shall indemnify and hold harmless
Grantors and Jaffee from any and all claims, costs, and expenses
including reasonable attorney's fees resulting from the use of
the Easement by any party, other than the use by Grantors,
Jaffee, their guests or invitees successors, representatives and
assigns.
(f) That Star Mesa hereby agrees to immediately abandon all
i
of its easement rights adjacent to the Grantors' Parcel and the
Jaffee Parcel through White Star Ranches.
(g) That White Star Ranches hereby agree a two hundred
(2001) foot wide green belt easement along its south boundary as
such is contiguous with the Jaffee parcel and Grantors' Pare*,
provided, however, that White Star Ranches shall be permitted to
retain and utilize the existing easement from Wilton Lindner
Jaffee providing access to White Star Ranches over said green
belt area.
(h) That all utilities installed by Star Mesa in the ease-
ment granted herein shall be placed underground and the surface
restored to its prior condition all at Star Mesa's expense.
(i) That Star Mesa shall obtain the consent of the
Salvation Ditch Company to cross the Salvation Ditch and install
culvert therein prior to the construction of the road on Star
Mesa's property
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(j) That Star Mesa shall relocate, reconstruct or repair,
as determined by Collins Engineering, Inc., any and all utility
and irrigation pipes and lines encountered in constructing the
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contemplated road and installation of utilities to Star Mesa.
Such relocation, reconstruction or repair shall be done in a man-
ner so as to avoid any interruption in service of the foregoing
utilities and irrigation water.
8. Termination of Easement. In the event Star Mesa
obtains an alternative access route providing satisfactory access
and utility easements to star Mesa, the access easements granted
to Star Mesa herein shall automatically terminate upon
utilization by Star Mesa of such alternative access route.
9. Pending Litigation. Upon the execution of this
Agreement and full compliance with all provisions herein by Star
Mesa, Grantors agree to dismiss with prejudice its action for
preliminary injunction 83CV228, Pitkin County, Colorado, District
Court.
10. Short Form Agreement. Upon the completion of the
survey work required above, the parties hereto agree to execute a
short form version of this Agreement for the purpose of placing
of record the easement grants contained herein.
11. Binding Effect, Etc.
(a) The provisions of this Agreement shall bind and inure
to the benefit of the parties and their successors in title.
(b) The covenants herein contained shall attach to and run
with the land and be appurtenant to the Grantors' Parcel, the
Jaffee Parcel and the Star Mesa property so that a transfer of
legal title to said parcels or portions thereof shall automati-
cally transfer an interest in said easement and right of way and
the benefits and burdens of this Agreement.
(c) This Agreement may not be amended or terminated except
by an instrument in writing signed by the parties or their
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successors in title and filed for record in the real property
records of Pitkin County, Colorado.
(d) The parties agree that money damages are not an
adequate remedy for breach of any covenant herein and that,
therefore, any present or future owners of the Grantors' Parcel
and the Jaffee Parcel or the Star Mesa property have the right to
institute and prosecute any proceeding whatever, at law or in
equity against persons violating or threatening to violate any
covenant, including actions for injunctions, or for specific per-
formance, and actions to compel removal of any condition or dis-
continuance of any use which violates such covenants. The pre-
vailing party to any such action shall be paid by the other party
all costs of enforcing the provisions of this Agreement,
including but not limited to, reasonable attorney's fees.
(e) The parties hereto agree to execute such other
instrument as may be necessary to carry out the purposes of this
Agreement.
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IN WITNESS WHEREOF, the parties hereto have duly executed
this Agreement the day and year first written above.
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NINNETON A, INC.
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By: /Y•r // / -
j' 9 Lipid Jaffee, President
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INS
Pres
LOT NA, INC. I 'l
Andre lllrych,
President.
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WES "11C
By:
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A tree 1: of .laid located in Lots 12,.16', 17, Seetion- -
_� 22, 1'ocroship 9 South, llan;;c 85 best. of Chc 6t:h P. I.I. ,'said -
pp is More. 'fully described as Follows:
.4 Beginning nt n point on the westorly bank of thc.Salvation- .
dd Ditch, and t u
tile ortb line of said Lot 12 whence t: he w }tness' corner'.__
for the sough !g corner of Section 27 bears S. 37'07' 1i.' 2«' , • '
° ' ttl 30.ienN -
i - thence' S. 0 °10'. 14. 71,6 feet along the westerly -bank of the *w "%,3,.:':'`
. Salvation Ditch; a :hence S; 21 618' L'. 105.7 feet alons the -ciesterl
.:. bank of the Salvation Ditch; thence S.- 7.3 °l2.' 4!. 96,$ feet:alono
%the yesterly beak of the - Salvation DiL'ch;- Ahencc S.; x °02'. F.. '197.0
z. feet along the wesl :erly bank of the Salvation DiLch;-thence:S.?23°27;?:
) .'• R.' 62.8 feet- along the• westerly bank of the Salvatima Ditch; t2ieitce,.._
i S.'8°26.'AT. 12.4,8 feet along the westerly bank of the. Salvation Ditch;
thence S. 9 °39' E. 127.2 .feet along tile. westerly banlc,of -the Salvation. _
4 Ditch -thence.S.., 15 °55' 8. 159,9 feet. along the westerly :bank of Abe :
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Salve Con Ditch :thence S: 2 °58' 1:, 101.7 fret along the westerly_^Lr ",'
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-bank of the Salvation Ditch; - thence'S : :19 °45' 8:'12.8.3 eat.
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', ` the westerly bank-of t:hr. Salvation Ditch' t:h::nce S. 1'.7 °42''-1.7, 42.00 ` -'.:
' -'feet along the-westorly bank of the: Saiva Lion Ditcii; thence N.
W. SS0; 72 feeti thence N. 7 °55'30" H. 1186.46 feet to the North line
said Lot: 12; thence S. 89 °10' H..632,90 feet f:o tbe'poiot of
beginning; Contninino 16.1: acres' more or :less.' ;' =`', '
-"-
'logether with an casement for ingress and egress From ,
- the county road testerly of said above described land thence
easterly aloe I:he _sou Lherly line of the land of the grniitor p..
_ r �- distance. of npproxitna CCly __�_tt.�` " "`- feet* thence northerly
to said above described. J"r.�-
r1:j:w �_ land. %. Said easement is 25 feet in width
end is,= Foi:tlie use:'and'ben66t . of all or any portion of said above";
� • - xbxl ln110, rovidin , however
,;P- £:: - ,.[he- grantee shall bn responsible._"
r £dr_ t1P... tall- Lion; :.m6iritenance and repair of culvexts under -. ,- .t_:
Ipy e- -.said toad.[o. pr6)lde: *,for. the, proper. drainage of grantor's' irrigation':
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water;::.The'ens >_ment berein'granted shall constitute .` covennnt
with= theaarid:`•
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PARCMI A
That part of Lots 4, 5, 10, 11,, 12, 16,. and
17, in SuCti011.22*, Township 9 South, Rallye
85 West Of thc 6till P•11-, lyxl)q Rnstorly of
the Easterly ' right of way line of the -
Salavation Ditch.
PARCEL R
LOU'l 5, 11, 12 and 19, in Secti6n..23,
7 InShiP 9
0% South, Range 051-Fest of the 6th
P. 14, 1. 1 .
EXCEPT the portions Of.said Lots 5 and II
described in Book 176 at page 194•
PARCEL C
That part of Lot 22, in Section 23,
Township 9 S6oth, Range 85 Went: of the 6th
described as follows.
Coim➢encinq at the Southwest: corner of .said
Lot 22; thence along the Westerly line of
said Lot 22, North 545.33 feet and Worth
02013' West 332.17,feet, more or less,, to
the most Northerly corner of property
described in Book 204 at page
. 276, an d the
.... . true point . nq t fien . 0 e South .
46'54' East 284.25 feet; thence South
01914' East 50.02 feet; thence South
230081 i,IesL' 61.74 . feet; thence North
59650' West 89-G8 feet; thence North
79015' West 108•-65 feet, more or less, to
the Westerly line of said, Lot 22; thence
North 020131 West 232.45 feet, more or
less, to the true point of beginning.
OWNERSHIP OP PARCELS CELSh, Band C.
Bradford, Inc. t a Colorado corporation, as
to that parcel described in Warranty. Deed
recorded September, 26, 1975 in Book 303 at
page-550; Brattleboro, Inc., a Colorado
corporation, an to that parcel described
in Warranty Deed recorded September 26,
1975 in Book 303 at page 552; Lotawana,
Inc., a Colorado corporation, as to that
parcel described in WakranLy Deed recorded
• September 26, 1975 in. Dook 303 at page
554;, Ponnahscot, Inc., a Colorado corpo-
ration, as to that parcel described in
Warranty Deed recorded September 26, 1975
in Book 303 at page 556; Rondelay, Inc., a
Colorado corporation, as to that parcel=
described in Warranty Deed recorded
September 26, 1975 in Book 303 at_, page
558; Westcliffe, Inc., a Colorado corpo-
ration, as to that parcel described in.
Warranty Deed recorded September 26, 1975
in Book, 303 at page 560. Ulr.yvll may owl,
portions of parcels A. B or C . not
contained within the deeds described
above.
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ENGINEERS d CONSTRUCTORS
FM 4;i3 i
Road Easement Description - County Road to the Salvation Ditch
A mad easement situate in Section 22, Township 9 South, Range 85 hest
of the 6th priniepal Meridian being 40 feet in width and lying 20 feet
on each side of the following described centerline)
Beginning at a point within the right- of-way of an existing county road
whence the northwest turner of said Section 22 bears N 25407157" N
5226.54 feet; thence S 88'50'02" E 503.41 feet; thence S 89'47'02 "E
386.63 feet; thence S 89'46142" E 424.47 feet; thence 156.43 feet
along the are of a 130.00 foot radius curve to the left having a
central angle of 68'56'42" and subtending a chord bearing N 55'44157" E
147.16 feet) thence N 21'16136" E 107.94 feet; thence 99.69 feet along
the are of a 925.00 foot radius curve to the left having a central
angle of 6'10131" and subtending a chord bearing N 18'11121" E 99.64
feet; thence N 15'06'05" E 168.00; thence 177.89 feet along the are of
a 70.00 foot radius curve to the right, having a central angle of
145'36'14" and subtending a chord bearing N 87'54'12" B 133.74 feet;
thence S 19'17'41" E 206.63 feet; thence 119.78 feet along the are of
a 990.00 foot radius curve to the right, having a central angle of
6'55155" and subtending a chord bearing S 15649'44" E 119.70 feet;
thence S 12'21'46" E 72.42 feet; thence 201.50 feet along the are of a
74.00 fact radius curve to the left having a central angle of
156'04'43" and subtending a lord bearing N 89'35153" E 144.79 feet to
a point whence said northwest corner of Section 22 bears N 41'40106" w
6264.78 feet.
The sidelines of the abode described easenent being lengthened or
shortened on the easterly end to terminat on the easterly right-of -way
line of the Salvation Ditch.
1, Kenneth R. Nilson, do hereby certify that the above easenrrt description
accurately describes the centerline of an existing mad as built in place.
e 1 R. lli son, .S. 15710
SCHMUESER & ASSOCIATES, INC.
1512 GRAND AVENUE, SUITE 210• GLENWOOD SPRINGS, COLORADO 11601• (303) 9455468
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SECTION 01000 '
OFUERAL REQUIRMIEUTS .
00.0 DESCRIPTION. It is the intent of this Section to
describe responsi ite�ns thsompliancetwtth gall items specified slpecified ,if feet
herein. This Section supplements and is in -addition Lo icons in
the Colno;nl Conditions.
1.00 GENERAL Wm -k to be done tinder this Contract consists
of furnishing all labor, materials, cquipmm�, and incidental
items aln�cco•t accordance nai Llrtheel'lans11 aide 5pecffications�letc the
Dork in
'fhe Didder is required to exam i -ne carefully the site or the pro -
vality and quantities of
posed Ho•k.; the Proposal, plans and SPeci.fical'.ions, Ile shat.
satisfy himself as to the charsetcr,q
satisfy
to he himself matorials to be furnished and the require-
ments of these Specifications. The submission of s Proposal
shall be evidence that the Did has made such an examination.
2.00 PLANS AND SPECIFICATIONS' 'file intent of the flans and
includingtthesmhtcr mater-1—
and equipmentc1 requin -c Ik qualityecontrol� In it,
and LesLing standards, etc. The COaLraetOr shall furnish all
labor, Plant, material, appartcnances and nCCC45n1'1C5 e'fiich may
required part of the work
be required to complete the cork. All such items which are no
specifically mentioned but whietf arc a.
shall be furnished and installed by the Contractor effort has
2.01 PLA11 ACCURACY �ANDVEXISTING Uexistz ng facilities and
been made to identify
eminent to the site.
utilities. Ilowever, some of this information may have been a en'
Crum old drawings and utility company maps p
As such, some of the inform; ti�s should considercd5 only -op? or
elevation of er.istiou
proximate. It 510` l e ropresentativeslof utility companies companies 4n
contact the aPP'
print,
prior to the connnencccul of work Nhich might affect utility ln-
stallaLions and to secure from such n'cPo fssucht. installations-
as Co accurate location, Size and ty{
The Contractor shall assame all responsibility for protection,
repair and relocation of n�iredcl :tile ,orknsLal to bed perf {ormed we
pair or 11 1 Collett be req : corn nn
cording .to Lhe -Cqu' emaits of the respective utility I• y•
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+-
2•N.; COvelalge required (minimu(t):
Comprehensive General Liability -
Bodily injury - $250,000 each Person i
$500,000 aggregate
Property damage - $250,000 each occurance
$500,000 aggregate
Property damage to include Broad Form Coverage including "XCO"
coverage (explosion, collapso.and underground property damage).
3.00 TAX 13XFIIPTION.
owner's tax exempt number, to be used as'Part of this project,
Will be provided to the successful bidder.
4,00 FINAL PAYt1F.NT. .
Lien Waivers from all prime Contractors and Subcontractors to be
provided prior to issuance of final Payment.
5.00 CORP"TION TIME.
Completion time Will be __ —_ -- calendar days.
6.00 LIQUIDATED DAMAGES.
Liquidated damages will be -
dollars per
calendar day beyond the authorized time of completion. _
7.00 ENGINEER'S REPRESENTATIVE.
Unless provided for otherwise in Writing by the Engineer, any on --
site Inspector or Representative of the Kingineer shall not have ,
the authority to rendor any binding decision:: nor to make any
binding judgenents to the Contractor' pertaining to any ytiock_which
may change the Contract price or time of co-aplework is being per-
, o
quality of Rork. or to the manner in vbich the Work
formed. The Inspector or Representative of the Engineer shall
serve as a means of COmmunicati0n between the Engineer and the
Contractor and shall "'Oil Y the Work for .the Engineer- Any con=
munication given to the Inspector or Representative of the En-
gineer by the Contractor shall be considered as being given to
the Engineer.
.0.00 SAFETY REQUIRENEUTS.
Nothing in the Contract Documents shall be construed as relieving
the Contractor from protecting all property and persons or from
strictly adhering to all applicable local, state, and federal
safety requirements. Whe2e there is a conflict between the COO -
tract: Documents and any applicable safety requirement, the safety
requirement shall take precedence.
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3.00 ABBREVIATIONS. 11herever the follovi»y abl»•cviations are
used in these Specificat -ions or on the Plans, they shall be con-
strued the same as the respective expressions represented:
ACI
American
Concrete Institute
ASTM
American
Society for Testinj; G laterials,
CRSI
Concrete
Reinforcing Steel Institute
ANNA
American
Niter Works Association
RISC
American
Institute of Steel Construction j
WSW or,
'
AASNTO
American
Association of State NWy. Officials
NEC
National
Electric Code
NHtiA
National
Electrical Manufacturers Association
3.01 STANDARD SPECIFICATION REFERENCE. Uhere reference is
made in these Specificatons to other StanAard Specifications, it
is the: intent that the latest' available revision of the
Specification referenced be used. All portions of the Standard
Specification referenced shall be considered.a part of these
Specifications unless sper.ifically superecded herein.
4.00 CONSTRUCTION STARING. All control line and control
elevation - staking will be performed by the engineer or owner's.
representative. The Contractor shall be responsible for protect-
ing all stakes set for his use. Stakes which must be reset for
control after initial stakeout will be replace at. the Contrac-
tor's expense at the Engineer's current rate for a'3 -man survey
party. A minimum of 48 hours notice is required for all field
staking.
5.00. PERMITS AND EASEMENTS. The Owner shall provide perma-
nent construction and maintenance casements. Maps of these case -'
ments will be made available upon request and /or at the pre -
construction conference.' The Owner will provide permission for
sewer line work on all public zinc? private property and right -of-
way; all other permits required shall be'- secured prior' -to con -
meacejnant of work and at the Contractor's own expense.
The Contractor shall be responsible for secliring any and all ac-
cess rights he may require for construction convenience with pri-
vate individuals and landowners along the sewer line easement
route. The Contractor shall provide the Engineer- evidence of -
agreements for such access rights.
6.o0 SUBSTITUTION OF MATERIALS. At no time shall materials
be substituted for those shoHm on the drawings or called for in
the Specifications, unless written approval is obtained from the
Engineer. Requests for such substitutes shall be made to the
Engineer in writing prior to construction. Any deviation from
the Plans and Specifications shall be accompanied by a written
directive of the Engineer Or his representative.
.1
7.00 REQUIREMENTS FOR Ol'NEII AGENCIES. Where construction
work is being Performed in areas which affect other agencies,
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::tract conpl iance with l.hc rcquirenrnts and specifications of
these Agencies. Adequate notice shall be given to these Agencies
prior to the start of construction fm• verification of locations.
8.00 INTERRUPTION OF SERVICES, %!hell interruption of Hater at
sewer service will he necessary during construction, 211 hours
notice will bc. given to the affected pirt•ics to minimize..
inconvenience.
9.00 CONTROLLED AREA_OR WORK. The Contractor shall' confine!
all the' construction work, sLorrge of mateials and all related .
activities to the public roadways, utility casclment.s, or con-
struction areas designated by the Engineer. Access and egress to
the work area shall be minimized to specific points.
10.00 INTERPRETATION OF F.S'fINATED QUANTITIES. Bidders are'
cautioned that the estimated quantities in the Bid Schedule are
approximate only and are prepared fo- the comparison of bids.
The basis of payment will be.. actual quantities of wort: performed
and accepted.
11.00 TEMPORARY FACILITIES. The Contractor at his expense
shall provide all necessary temporary facilities for his con-
struction convenience,o• to meet .local, state or federal require-
ments including but not limited to potable water, sanitary %1nsLe
facilities, power, telephone, etc.
12.00 CLEAu -UP. The Contractor will be responsible for clean-
ing tip the job site during and after construction. All rubbish,
trees, broken pipe and other materials on the job site must be ,
removed. Final clean -up must be approved and 'accepted by the
Owner before the contract may be considered complete.
' 13.00 HEASUHMENT AND PAYMENT. Payment for work done shall be
Y' as defined in MEASUREMENT AND PAYMENT. Paynleit shall be complete
_ compensation for the work unit completed and shall consist of
furnishing and installing all mterials.,:plant, equipment, labor
+' and other items related to the work. All incidentals not
specifically mentioned shall be'paid for as part of the work unit
�•� they are related to.
111.00 1111"Imu11 EQUIP11I':11T SPECIFICATIONS. In performing the
"j work under this contract, the contractor o• subcontractor shall
1 use equipment which meets the following noise or emission
' standards:
a 'E Trucks shall not emit any air contaminants which are, of a shade
9"1
or density is to obscure an observer's vision to a degree in ex-
cess of 10% opacity averaged for any 15 second period.
>tiTrucks shall not emit any air contaminant which is of such a
9 shade or density as to obscure an observer's vision to a degree
r -I in excess of 30% opacity more than once in any 15 second period.
Trucks shall be capable of being operated and shall be operated
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of '12 oBA when acceleration to a speed of 30 mph as measured from
a point 50 feet away and perpendicularly to Wile direction of
I t gravel.
ll
!: Asphalt plants shall not omit alny contaminants in excess of .04
grruns'of pollutions per cubic centiliete• of air.
p Rock crushing equipment: shall be capable of being operated and
shall be operated in such a manner they ui13'not. exceed a sound
jj pressure level of 55 d0A is measured 25 feet off the property
line. .
Rock crushing equipment shall be operated in such a manner as to
control fugitive dust both around the equipment and along, the
conveyors.
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SECTION 02200
F.AItTI WORK -
1.00 GENERAL ...
1.01 Scope_ . Work. to be perforned -ande. scetion shall in -i.
elude all labor, equ£pment, mater m
materials and miscellaneous ites
necessary to perform all clearing and grubbing, excavation, fill-
ing, compacting, testing and related work not specified else -
uhcre, as shoran on the drawings and required by the
specifications.
All work within the right -of -%pay of the Colorado 0£vision of
Highways, County Gove•nme11 is or Municipal Governments shall be
done in compliance with requirements issued by those agencies.
All such requirements shall take precedence over these specifica-
tions. It shall be the Conti-actor's responsibility to secure all
required excavation pernits.and pay all costs thereof'.
The Contractor is referenced to Chapter XIV, Road%.�a� Coll strueti'o»
Specification of the Pitkin County Design Standards and
Specifications.
1.02 Related (pork Snlee£fied Elsewhere.
Section 02222 - Embedment and (lase Course Aggregate.
1.0; Field Conditions.
\ A. Surface Improvements. Protect from damage m• re-
store to their original condition, all surfaoe improve -
raents encountered during construction. Said improve-
. ments shall include but not be'linited to the'followitig:
surfacing, sidewalk, curbs, valley gutters,.trees and
shrubs, and other improvements.
U. Underground Utilities. Protect from damage any
underground pipes, utilities e• structures encountered
during construction. Restore any damaged underground
obstructions to tbeir original condition at no cost to
the Owner unless evidence or other arrangements satis-
factory to all parties arc presented to the Orrner.
Before commencing work, obtain information cenerning
location, type and extent of concealed existing utili-
ties on the site and adjacent properties. Consult '
records and personnel of local utility companies and
taunicipcnl utility departments and telephone company.
File Notice of Excavation with these :igcncics "prio, to
commencing cork.
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Underground obstruct• ions known to the Engineer, except
service lines, arc shown on Lhe drmllauLs or ot.heruisc
referred to in Life specifications. The locations shove
may Provo to be inaccurate and other obst:runtions not
shown may be encountered. In any case, it shall be the
responsibility of the Contractor to verify actual loca-
tions and to protect m• restore all underground obstruc-
tions encountered.
C. Soil Conditions, It shall be the responsibility of
the Contractor to examine soil conditions and charac-
teristics, including the presence of groundwater that
will be encountered within the limits of excavation.
Known locations of extraordinary soil types and antici-
pated presence of groundwater are shown on the plans:
Absence of such information does not imply such condi- -•
tions do not exist but simply that thoy are not expected
to exist,
1.011 Protection of Ita_k_ - -
A. Safety. All excavation shall be protected by b:mr-
ricades, lights, signs, etc. is required by governing
federal, state and local safeLy codes and regulations..
B. Shooting, Shoring and gracing. Except wh ere banks
are cut back on a stable slope, provide and maintain all
sheeting necessary to protect adjoining grades and
structures from caving, sliding; erosion or other -
damage, and suitable terms of protection against bodily
injury, all in necodance with applicable codes and
governing authorities. "
Remove sheeting and shoring as excavations are back
'filled in a manner to protect the construction or other
! structures, utilities e• property. 'Do not remove any
sheeting after backfilling,
C. Site Drainage. Excavation.. to be protected from
surface water at all times.
1.05 Blasting. no blasting shall be permitted without writ-
ten consent of Engineer. Blasting shall be done only after F -n-
ginee• has received permission from the appropriate governmental
authority(s) . Blasting 'shall be performed only by properly Ii-
' experienced individuals and in a manner such that no
damage to any property or persons will occur due cithC• to the
blast or debris. All damage as Lhe result of blasting shall bC
repaired, at the Contractor's expense, to the satisfaction of the
Engineer.
All earth e- rock loosened by blasting shall be removed from the
trench prior to pipeline installation.
1.06 Constructon in Streets. When construction operations
are locrat'd within strcc s nakc provisions at Cross streets and
UUU,J4I
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. � Iona 493 fA,e1�79
lks for free passage of vehicles M,d pedesljrians, •On not block
t ,riot' approval.
un at• Valk:: wit.hot . I .
sl.rcct;; and
graduation and
2.00 11A'i F.lilhl.g, All innLC:ials Ca• consl.ruction fills
,,. -or 'tile intended Perishable - met -
beckfill.s shall meet specified requirements fa' b'
other f:ictm -s defining suitaUil "Y cemented pieces
classes of suitable mabc•iol Ind iCiedf GradaLOt ° °� Classification
tel debris, f,-ozev U. ..oi•ial and iried ad/or ,
lflr6cl• than permitted by 4he s( .
of materials shall be as- Collo,;s: It uctural backfill
Class h o'
2.01. 1aterial s_ fm• SCi-uc tut' al Onekfill_- S • laps o•. as
shall be composed of mntc•>.flls Acsi Cnat6d us Class A, -
Class e Class of orate -iaT will Uc ns sho,:n on the p
designnted. >osed
A. Class A SLrunLur;,T Ilackfill (CP(311 shallotbe other
06 or C. 1). Class A structural hall Shull be coo{
of materials from excavations, be-ro,+ areas,
sources, This mato•ial shall conform to the follo,aing
requirements when tested with labor nto'Y sieves: bSiev__es
❑ tL io, 2 -'Vey gbt 1'assin(__
Siev_c 1?es_i0_ =_ 100 '
T. inch 30 -100
Ilo. 11 - GO .wnx.
110. 50 5.- 20 .
No, 200 .uid limit not
In addition, this material
shall ofa not gover G Vhen
'- and a plasticity ; and T90.
exceeding 35 ,tith AASIITO Tg)
determined in conformity
backfill shall lonsaLiral
T3, Class IS Structural Backfill. (C00{I section 703.0
Class G.). Class B structural
`
crushed stone, crushed slag, crushed gravel, -
gravel conforming to the following requiretncnLs when
tested with .labor at o'y sieves,r
1, b • 13ei(tht? passing LaU_Sicy es
Sieve u�_ =i.• " 100 -
3 /11 inch 30 '- 6'i
2y - r12
w°. a
go. 200
To addition, this material shn in have n of over limit not
,lastic'" index of n °an °V T90' ,a\,cn
.exceeding 30 all a 1
determined in conformity' with AASIITO 'r
respeetively• Og.-
C• Class class CtstrucBursh UnckfD Ll 311,111, be fOItf �Lhed
Class.2). Class
cents that in the opinion or
or suitable materials developed on the Project. ,. •._
material contains. rock frag --.
On1j48
-t` r� _ �i0 l 4F.,, N.r•. r,�+a``1. Ak�•,'f =�,:
Rune 493 PAGE180
n,'t.ive material will not be used for backfilling and the
Con.traetor will be required to furnish Class A strue-
tural bitakfill mato•ial at. a unit price mutually agreed
upon between Contractor and Owner.
2.02 Topsoil. Topsoil shnll consist of selectively exca-
-, v ,'ted, loose, friable loam reasonably free of admixtures of sub-
soil, refuse, stumps, roots, rocks, brush, weeds a- other.•
material cahieh could be clot), imental to the propor development oC
!m�:a
vegetative growth. �-
3.00 METUoDs AND PROCEDURES
3.01 Site Piepar•ation.
A. Clearing, Remove all vcgetittiOnt stumps, roots,
organic matter, debris and other miscellaneous struc-
tures and materials to it depth of at least 1211 below
subgrade a- footer elevet.ions• Dispose of off -site,
D. Topsoil Removal. Strip existing topsoil. from all
areas to be disturbed by construction. Topsoil to be
stockpiled separately from excavated materials.
C. Pavement Removal. Asphalt and bituminous pavements
- to be out to the full depth of pavement with a vertical
face in a straight line to the limit of excavation.
Concrete pavements to be saw cut to the full depth of
pavement with a vertical face in .. straight.line to the
limit of excavation.
All pavement remnoved shall be disposed of off -site.
Broken pavement not to be used in baekfill material.
D. Preservation of Trees. Refer to plans for designa-
tion of all trees, shrubs, plants and other veptition
wi Llnih the project sii— tc !n a'in- nn not remove trees
outside of excavated or filled :,nreas, unless their -le
moval is ai!thorized by the engineer. Protect trees left
standing from permanent damage by construction
operations. '
3.02 Construction Requirements. The excavation and embank-
ments required shall be finished Co smooth and uniform surfaces.
Materials shall not be wasted without permission of -the Engineer.
The Engineer resel-ves the right to change grade lines, cut slopes
01, fill lines during the progress of the work.
3.03 Earthwork. - Common Excavation. Platerial outside of the
limits of crcadal. ion will not.bc tl3sLm• bed. prior to beginning
gradinL operations in any o'ea, all necessary clearing and grub-
bing in that ere,' shall have been performed in accordance with
these specifications. The Contractor shall not excavate beyond
the dimensions and elevations established.
UUUJ49
1.
,.,
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7. �I
i
neon A93 PAA81
"Conmon exenvat.ion shall include III mite•ials.whaLeve• nature
encounLm•cd in the work. Hhcre excavation to the finished grade
section results in a sub - grade. of unsuitable material, the En-
gineer Piny require the Contractor to remove the unsuitable
naterials laid backfill to the finished grade with approved
material. -
If any'areas are inadvertently over - excavated, fill :such over
excavation with suitable fill materials.
Co:npletc excavation work to the grade dlevations called for on ,
Lhe plans within a tolerance of 1 0.1 foot. -
A. Groundwater Control. CelLractor to maintain '
facilities on -site to remove all groundwater from exca-
vated area and keep water below the bottom of the ex-
cavation to a point such that a firm base for equipment
or concrete installation or roadway base exists.
Facilities shall be maintained until all concrete is
cured and backfilling is in place at least 2q inches
above antieipaLed "water levels before water removal. .
All waLe• removal shall be subject to approval by the
Engineer.
Removal of water by bucketing, swap or trench diver -.
sions, intermittent pumping, or swap m• submersible
pumps is considered incidental to excavation work. In-
clusion of b bid item for dewatering indicates dewato'-
ing by continuous pumping, well -point type systems is
expected. If such dewatering system is required, in the
opinion of the Engineer, this work.-to be paid for as
indicated in the bid schedule, o• of not included in the
bid schedule to be considered extra wort: paid for at a
price negotinLed between Contractor and owner prior to
the start of deeate•ing.
11, Stockpiling Excavated - Material, Excavated material
to be stockpiled so as not to endanger the wo'k.o- .
public safety. maintain existing vehicular and
pedestrian traffic wi Lh minimum disruption. tlainLaln
emergency access and access to existing fire hydrants
and water valves. Maintain natural drainage courses and
street gutters.
Oackfill material to be segregated from stockpiled top-
soil and unusable backfill materials.
C. .0verexcavation. Nheneve• site is overexcavated
more than l.o, to eliminate point bearing by rocks o"
stones o- when tmdisturbed grade LOICrances "of 0.1' are
exceeded, the Contractor is to re- establish grade using
Class A o• Class 13 structural backfill materials. Com-
paction shall be to .951, maximum density. All 'work to
re- established Crude shall be at the Contractor's
expense.
UUUj50
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en�K 493 wa18?
1). Unstable 17nterials. laterials uhieh are not
capable of supporting sup cr imposed loadings are defined
as unstable materials. Should unstable materials be
encountered during excavation, immediately notify En=
pincer. If in the opinion,of the Engineer, unstable
soil excavation as required and the Contractor could not
have reasonably been expected to discover the existence
of such materials during his site investigation, then a
contract price for Unstable Soil Excavation shall be
negotiated between (nine” and Contractor.
No payment ;
shall be made for nntcrials excavated prim• to nextfica=
tion of Engineer -and negotiation of payment fm- extra
wok. All ove - excavation shall be replaced as specified
in Subsection 3.03.C. - -
Inclusion of a bid item for Unstable Soil Excavation
indicates such excavation is anticipated.' The Contrac-
tor is to notify the hug inee• prim' to any unstable soil
excavation; no payment shall be made for excavation
prior to notification of Engineer.
E. Rock Excavation. Rock excavation shall be defined
as removal of boulders in excess of one (1) cubic yard
m• solid or fractured rock, uhieh makes finish grading
of the subgrado impossible and uhieh requires tcch-
niques, such as blasting or jacking fm- removal, other
than those which are being employed by the Contractor or-
are normally used in excavation, such as bnckhocs,
trenchers, draglines, etc. ' Should unanticipated rock
conditions be encountered, immediately notify the En-
gineer.. If in the opinion of the Engineer, rock exenva-
tion is required and the Contractor has in fact made a
diligent and determined effot to remove the material
using normal .excavation procedures as. stated above and
the Contractor could not have reasonably been expected
to determine the existence of sucl: material during his
site investigation, then a contract price for. Rock Ex-
-_ll be • V� ;,r..a bet veen the Contractor and
tile nOwner. 110- payment shall lie made for excavation per-
formed prior to determination of a negotiated price.
Rock shall be removed to a )14 dept. below grade. In ad-
dition, all rock loosened during jacking, blasting, etc.
shall be removed from the site. For payment purposes,
maximum depth to be paid for shall be 1711 below required
- grade. 'All over excavation shall be replaced as
specified in Subsection 3.03, C.
Inclusion of a bid item for hock Excavation indicates
such excavation is anticipated. Contractor to notify
Engineer prior to :my rock excavation; no payment shall
be made for excavation prior to notification.
F. Disposal of Excess Excavation. Contractor to dis-
pose of excess excavation off - site. Excavation nay be
UUUJ51
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seas• 493 FAAR
p aeaL dl at l i
sh11bthe solcresponsibilitY of
osal in any case
- -
the Contractor.
1 Enbankmcnt and h_Ickfillinp± Da not begin bnekf filling as
3,01
appiov ed,lnundcrgrpund utilities systcrosl haveb 1) inspected, from,
tested and approved and trash and debris have been cleaned Irom�
tlw excavation. -
tion
Do not cease deatering operas until Unokfill has been
w
collpleted .
loose layers notxc >:ceeding'ngc inclesn for tiles fillltlwidLhnof� the
um
cross- section in all accessible areas. place ll�ltini�lc�s noLCes-
sivc Uniform loose layers not,execcding lade o� or
accessible o,, Permitted dace ffilli� all Inddy orl fro-" nesubg ""I" s m:
'vibrators. Do not p
until subgrade is approved by the Engineer.
Plow, step, m• bench slopedlscedninssuchoaemannor that fill which
fill or backfill is to be { „ before Tilling.
material will adequately' bond with existing surfaces, Scarify
all surfaces to receive backfill to a depth of G
onlnthetldl, fills andU inbnl�tocuts ce the'�'intsfoof glades indicated to Use suitable materials removed from the exenvntian prior to ob-
taining rnaterinl frail borrow areas.
et aerate, dry Or
Vhere otherwise suitable matel"al is too w,
blend to provide the Innilt \Ire content spocified ,fm- compactti on:
3, py Compaction_ During placing and /or compacting operations
..nn earth m• earth -and (rock -- mixtures ai,uitobeL De rc Optimumoantl.
materials in Lhe layers Ucing caapactc„ ul m'nl, nlain-
laced and com-
uniform as practicable th!-oughout the layer. n L"
tail, the moisture content of the materis detuntl P
patted within P% of optimum! condition - s determined as AS] -N Stan-
dard D698. '
A• Tamping EquiPlncnt, Perform alleompaction with
approved equipment ucll sun t vibratlocation ollcrS. uherel material
being compaCLed. Use heavy
. heavy equipment is author -ized. -
Do not operate heavy equipment Closer to Could aliens
than a horizontal distance equal to height gf backfill
above botto�e of foundation. Compact rem,lconag l" d` with
hand tampers suitable for material being Pca
place and compact backfill mound pipes with care to
avoid damage. '
Ouu15,2
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rm 493 PAGE184
Compact. fill materials to following densities at optimum
moisture content. based on Af,T19 h698 or AVIAITO T99:
1, sl.ructure fill w"ILcrials and adjaeenl: to all
concrete foundations: .950 .
2. llackfill benenth-OXIsting at- proposed 'Pave -.
mont, roadways,. sidewalks, curbs, Utility lines and
other improvenrnts: 9501
3, llael(fill within public or designated rights- i
of -ways: 900 or as shown on the flans.
4, hackfill within undeveloord, green or andesig-
nated areas: 650
0. Jetting. Jetting and water inundation arc gencral•-
ly not permitted metliocis of compaction. The Engineer
nay allow jetting under certain field con(litions. Tech -
aiques including depth of- lifts I amount of water to',be
used, penetration of hose jet, eta., shall be at the
direction of.Lhe rnitincer. 110 jet.Ling will be allowed
on materials with a 2.00 -minus gradation of greater than
150. Contractor shall pay cost: of all water used, soil
classification testing and compaction testing and any
retesting o• recompoction required. No jetting shall be
done prior to writLen approval and direction of the
Engineer.
.t
_ C. Maintenance of Flackfill. .:Contractor to.maintain
all backfill in satisfactory q' ondition during the extent _
of the contract and-uarrinty priod. All surface
deterioration determined to be the responsibility of the
Contractor and all settlement shall be repaired at once
by the CoitracLO• upon notice by the Engineer. All
'costs for repair and all liability as a'result of 'Ur-
face deterjoeCion o, settlement shall be the respon-
sibility of the Contractor.
3.06 surface Iresto•aLion. All existing stu•face improvements .
and site conil i.Lions (listurbcd or damaged during construction to
beresto•cd to a condition equal to pre- construction condition.
All restoration costs ore considered incidental to' excavation and
backfill.
A. Improvement. Replace, repair or reconstl•uct all
improvements as required. He•Ic will not be accepted
JJUJ53
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ga�x 493 PAA 85
until rest.o•ation is accepted by Engineer imd all nf-•
fectod property wn1n Cl'3. loprov Viacut.3 include, by exam-
ple, other utilities, culverts, strue Lt 0" curb and
glitter. mail boxes, signs, etc.
B. Final Grading, •fhe Contractor is to rc -- establish
existing final grad, o- finish to final grades its
modified and 31101111 nn the plans. The Contractor is to
back-fill to proper subgrade elevation with bachfill
material to allo�i placement of surface improvements on
materials.
C. - Roadways. All roadw::ys to. be restored to original
condition with material types renovcd, Materiels and .
methods to conform to Section 02222 - Embedment and Disc
Course Aggregate; Section 02612 _ Rot Bitnminews Pave-
ment and section 026111 - Portland Cement Concrete
ravine. Additional require cots are: _
1. on hard surfaces roneWlys material •or depth gravel
2, Minimum bitwminew3 surfacing to be 211.
3, Minimum concrete paving to be 6 ".
4. Placing, Topsoil. Rot required as'part of this
contract. '
11,00 QUALITY CONTROL - FIF.I.D
es
nd Tting Inspection and testing to be"
4.01 Inspection a
performed at the direction of the Engineer. testing. C to
coope•nto fully with all persons engaged in testing. Contrneto'
to excavate as required to allow testing; Contractor Co backfill
all test excavations in accordance to these specifications.
4.02 Del 3>.t• Testing and Co111-ro?.. - -
O°'fc:'ence Standards. Density /moisLerc relation-
"' all soil types encountered
ships to be dcvcloped Co•
according to AST6 069E or ASSIIT0 T99.
D, Field 'felting. Testing for density during compac-
tion operations to be done in accord anec with ASTI1 D
.2922 using nuclear density methods.
C, Frequency of Testing. Conduct al' "ofxifi110or back --
•
test for each layer of specified dept
fill as follons:
Foundations: For each 100 lineal feet or less .of
trench.
Slabs on Grade: For each 2,000 square feet or less of
buildinA m•ca•
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X
1.1 a
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8'
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"I
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tl >a•i;; i ri'S•, r - 4 l 1, 'l�. ` a•ww,; F' 1�,Y •.ifi b.rYl�• }r
±:�L..n �i3;i'ivw1 M.�`at:: rd •srSi4$alika:. .. �)a .`b��•!:a :M'h`���' +`.
Rena.493 rAG48$
Pnvement and b'alics: Fol- each 2,000 5gpal•c feet or less.
All Other Areas: rai• each 5,000 squara feet or less.
D. RcLesting. In the event of failure to meet colnpac-
tide criteria, Contraotbr shall rc- excavate laid rebaek-
fill at direction or Engineer. All retesting to be paid
for by Contractor and to be•performed by soils testing.
.firm approved by the Enginem•.
11.03 Payrxent_ fol• 'rest:ilig_ Owner t•espclnsible fm• all •costs of
initial tesL'ing of backiill. Contractor. to pay n ?1 costs of any
retesting 1equired.
5.00 HEASUi1F.MEHT A14D PAYMENT ,
5.01 Site Praparat_ion, Shall be paid for by a lamp sure.
Payment Shall include all clearing, grubbing, topsail removal and
repl accalenC,' disposal and any other miscellaneous site Work not
includeci specifically wider pay items required to complete the
work as specified herein.
5.02 Roadhay Embankment. Shall be paid for by the cubic
yard, to the neared, cubic yard, in its final compacted position"
in tile roadway. Payment shall include all excavat:iml, disposal
of excess excavation, haul material required it the 'site, comp[io-
tion and all incidentals required t-0 COImplete tile installation Or
the backfill in place and bringing the roadway to, final subgrado
is shown en the Plans.
5.03 Rock ExcavaLi0n• Shall be paid for by the eubic yard,
to the nearest one -half yw-d, as defined by the actual volume of
reek removed, as directed by the Engineer and measured in accin
dance with Section 3.03,E. Payment 511,111 include'excavition,
disposal of excavated material and backfill and backfill material
necessary to bring.excavation to final grade. -
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m 493 PAA87
SECTION 02222 -
EMOEDNENT AND RASP COURSE AGGREGATE '
. 1.00 GRNERAL. This worn shall 'consist of furnishing and.
Placing one or more courses of e99re9ate On a prepared surface in
accordance with these specifications in reasonably close confor-
mfCy with the lines, 9rades and typical cross - sections shown on
the Plans or established by the En9incer in the field•' ,
1.01 ROlated_{9or%.Specified C1_sewliere 1.
Scctimr 022U0 - G:rcthwor6 .
Section 02615 -- Bituminous Surfacc Treatment
1.02 ,Submi tt nls. -
2.00 ,MATERIALS. Aggregate used for pipeline bedding, base
course and sub -base course and specified by Class *in other sec-
tions of this specification shall conform to the gradation
schedule shown below.'
CLASS I PI CATION TABLE FOR AGGPEGATE-BASE COURSE*
-) 3 Reproduced from Colorado Department of Highways Standard
Specifications for Road and Bridge Construction.
-, Plasticity index shall not exceed 6 when tested in accordance
with AASHTO T90.
H '
3.00 METIIOOS AND PItOCEDURES,
. 3.01 Preparation of Subbase. Existing roadt.•ay subgrade to be
scarified to jai 11 six (6') inch depth, Hoistuce to be adjust -
_.� ed to within 28 of Optimum based on a Standard Proctor analysis.
1�
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;. I-
+-)
Sieve _
Percentage by
weight passing Syuare Resh
Sieves '
desi9-
LL not greater
than 35 LL not greater
than 30
nation
.
Class 1 Class
2. Class 3 Class A Class,5
Class 6 Class 7
4 inch
100
--- -- -_ - ___
3 inch
_
___ 95 -100
- -- ___ ___
—' - -_
___.
2 1/2
inch
100
'
I
2 inch
95 -100 - --
-" 100 -'-
---
)
inch
90 -100
- -.-
1 inch
___ __
.100
3/4 inch
___ '
___
95 -1 DU
- 1_00
No. 4
30 -65
50 -9'0
30 -50 30 -70
100- '
30 -65
No. 8
No. 200
- -- --- _
3 -15 3 -15
___ . '
20 max. 3 -12 3 -15
25 -55 20 -85
3 -12 5 -15
t
-) 3 Reproduced from Colorado Department of Highways Standard
Specifications for Road and Bridge Construction.
-, Plasticity index shall not exceed 6 when tested in accordance
with AASHTO T90.
H '
3.00 METIIOOS AND PItOCEDURES,
. 3.01 Preparation of Subbase. Existing roadt.•ay subgrade to be
scarified to jai 11 six (6') inch depth, Hoistuce to be adjust -
_.� ed to within 28 of Optimum based on a Standard Proctor analysis.
1�
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ALinc opl:imum IP.O151:Urn is rcache(7, "compact Imo. 952 °[ maximum
a>eci E ications and replace.
density tim"m on sturep T99•. Remove all •uhgcade areas whic,
ill not meet (:olnpac tion and mo3-°•L`'re
specified in Section 02: -00, ouC.
as Place base course aggregate prior to- subgraeU surface drying
Place Prior to any surface'damng0 due to traf LlC.
3.02 Placesaenl.ix t(Gr �minchess. I ithdPE iloxoanproval h L (0 ") sl
shall not exeeed used. Base
- pincer, maximum compacted ciccom°act�ngecquipc o77Cclis o accordance
inches, Provided vibratory o Libluln density
courso shall be com.P�iCte-- to 9b�
lied Co s'aintain moisture
with AASI!'fO T99' to LtePl' -Lnu t�l be aPP
content witl'rn 18 of staked
The
sot f ace shall be graded uniformily t +f Lhin + 0.05"
or plan finish grade. The ..'Rrfaca shall be reworked ivutil Chase
tolerances are reached.
t,.00 QUALITY CORTR01. - - .FTOLD
4.01 Inspection
and Tc— ;tfncl, Inspection and testing to be
>_r.,ons engaged in testing. Contractor
per Formed at the direction of the hnginecr, Contractor "O
cooperate fully with all r-
to excavate as reguifed t° allow testing: Contractor to use
All tact excavations in accordance to l.hese specifications•
4.07.
llensl ty_Testfn_I+rd Control. -
,es encountered according
A, Reference SCandards- DellsiiYhmolstuw relationships
to be developed AA511TO1. soil tyT
to ASTU D69II 01 - `, comPac-
D, Field Testing• Testing for density dwith .
lion operations to be done 1Omethodsar >ce with ASTFI
D29 22 using nuclear density .
rre�" °.. °%
(If 'testing. Conduct ^a sfillmor bac Eille as
C. 1.,�,:.. depth 0
for each layer of specif icd
follows:
lineal fact or less of
koona:,tions' t�encheh 100 n'sCe feet or less of
Slabs on Grade: For each 2,000 sg
building area. s Uare feet or lest.
02, sgoare feet or less-
Pavement and Walks= For cash 000
All Other Areas: For each 5,
Utility Trenches: I.-or onchc.h 2.,0 lineal feet. or less ° to meet
D, ItetcsCin9, In the event of Ca''�11e r,- excavate and
to
compaction triter i.a. Cmciracaor >erforine(1 b% soils
rebackfill at cl "e1 �_ 1c'� orLandcJ to be l All red by
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493 PAA89
none
A, .03 31,2yment f_o . r Olincr responsible for all Cost: Of
to pay all
-Wf cos LS of any
initial testing backfill. Contract-or
reLestiII9 required.
5•00 j.1pAS01tGI-IRNIT Atli) PAYMIRNM
,so collr,, aggrec,nte shall be
5,01 Base CootLsc A5j(LLjRIJ in its final
6n, to Lhe. ilctaceSt One-half 'loll I include fklr-
paid for j;y—tb�.-T
I'ayme'll-. shall
sitioll in the roadway.
collipacted position %1"Ler '"'d appni-tonances LOI
labor, tools, equipment,
noshing all .e h9gregnte. The-actUal
conplete tile pl�ilccment; of base O,rs
be �Iitb the 1�j ilic jilated quantitY_
I installed shall compared
quantify
Any differences shall be reCOA,ilci to the
from the plan--.
satisfaction of the rngincer prior to approval Of final
quantiticS.
5.02 Bedding 'and ❑ICkfill he sepilialle Pjly,o,l shall be Made
backfill operatiollS.
gr�gj�C,�-j-,,-Lrrtnchinq and
for base course 19 for its part of the associi'LO Pipline
Ali such work silitil be paid
installation.
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SECTION 02520
ORAINAGt1 1'IBF.
C7
1.00 GEOURAL -
,eaI Work under this section includes furnishing,
1.01 p
innCalli�9ndjlecollcJixst. [linletLne.c tion,�,9 owllet sectionstrindu all
;
vcrts),
'other'ifems. aPPur Lenant: to drainacc pipe..
1.02 Rela CCd_WOxk_S�ecit :icd S1[:ewhere. - -
Section 022.00 - F.ar thilitc :
Section 02.7.22 - hmbe[haent.and Base Course AggrcgaLe
1.03 i Submit Lals, Product'data including caCalogue cut sheets
and descriptive literature.
1. CA, Protect:iod of: 1151x'. All pipe and al>purtenmrces shall be
careLullyhandled, stored and protected in :;[;ch n manner a^. to
prevent damage to materials and protective cdaCings and linings,
At no time shall such materials be dro pped or dun:pect into Cxmwh. i'
precaution shall[ CCnancestpriiorr, yt t and during installation. inyr.
the pipe end aPp
o debris, tools, clothing or other materials in- tile pipe
Place n
during installation.. '
2.00 RhTF,RIALS. This item covers the types of material that
will be. required far the cmistruction and installation of
drainage pipe, A1.7 materials used shall be.new and the best
finality availaUle. All material used shall be yin accordance with
applicable standards of Che American t:aCional SCanc�he Americanute
(A,1S1), the American Standards Asociatio"[ll tie) nnaxic'm Associa-
Society of Testing and Materials (ASTM)
tion of State llighwa}' Officials. (AASBO)..
ed
01 Corrug_ated_MCtal Piye., Corntgatr,.irlt in canfornaec 'Ind.
connector hall Le mamd[acCUred and AASIIOVta -k3G and as specified
with the requirements of. AAS11O ti -36,
herein• '1'he size, typo and shape of XPC the
shall be as shown on the plans; All yip pepartmenL.'
minimum requirements of the Colorado state Bighway 1. al-
In all. cases, corrugated mall pipe shall be zinc coa Led dr
vanized) unless ol:herwisc specified or called for on t:hu draw -
vileiz The minimum gouge s h e all b 16. -
7 -.01. 47eta1 Apron_F.ndwnl_ls. endwalls shall Ur. galvanized .
steel meetiucj the material rcgPiremenla of AASiI'CO 41 -3G. Retal
shall be minimum 16 gauge.
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1,01 Cleaning_ nnd_I napection. Clean all pipe and lopurtenan-
ces Lhorouglely oL all foreign %^.titer iai and inspect Lbr crack ^•,
f faun or other defects prior to installation. Park all defem-
live, damaged or unsound naterials faith bright Plex"fng crayon or
paint: and renove Cron job - site.' .
3.02 Pipe IneCallaeon_.' Pipe shall be laid 'ill straight,see-
tions except. as'notedim the plane. Jointing oC the Pipe shall
be made in accordance with the directions 6t the. manifacturer of
the pipe and tlee manufacturer of the coupling.
3.03 Pip Hnibednent. Pipe shall be laid on firm undisturbed
sun- grade and bedded fn Class A or Class D structural backfill
(Section 02200). The trench shall be backfilled in no greater
than 0" lifts and moisteed and compacted to 952 Standard Procter
Ucnsity using the same backfill materials.
3.04 Metal Apron Endwalls: Metal apron encLoals (end seer.
Gone) shall be constructed at the muds of all drainage pipe to
shown on thh Plans. All entrance endwalls shall have toe plates.
Excavation for endwalls'shall be such that. the endwall rests On
undisturbed sail in its final Pnsiiion. Excavation for toe
plates shall be such that the inside of the toe plate rests on
undisturbed uoi.l in its final position. I3acktill shall be done
as specified in Part 3.03'.of this SRRLipn.
4.00 QUALITY CONTROL - PA:LD'
4.01 Insuec Lion and Tcsl_ing.. Inspection and testing to be
performed at direction of Lhe Engineer. Contractor Co cooperate
fully with all testing procedures. ,
Any pipe Section which has been damaged ill anyway, which in the -
opinion of the Engineer, may affect the structural integrity of
the pipe 'or. reduce the expected corrosion resistance of the pipe,
shall be removed and replaced. At.the option of the Engineer,
recoating of minor dents and deforrnitics,with an approved field
applied galvanized material'may be allorigd.
5.00 MEASUREMENT AND PAYMENT -
5.01 Corrugated Metal Pipe. Corrugated metal pipe shall be
Paid for a lump siun. The contract price shall include excava-
tion and backfill, the furnishing and installing of all pipe,
bedding, fittings, rock hea<hoalls or metal apron endwalls, test-
ing and any other appurtenances in accordance with the plans and
specifications.
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B@7R 493
SEcl•101J 02525
sit gORAIN
1.00 ORNuAL -
1.01 Scope. This vorh shall consist or furnishintt and in-
sta]1'int; -J�^a' subdrain as shown on 4hc plans w:in([ fi1La• clnth,*
pip, and filter WA 01-11- - .
1 .02 Related Work- Six:ci ried Il scuhm.c, l c „lte
Soo Lion 112T0O - };,U•t.ili:o1'Y.
Section 02222 - Embedment and Base Course AGC.• L`
1.03
Sub_mi4Lals. Product. delta including 0'' rguc tyr.,Lt and
materleh specificttionssuf SUbmi LLsieveetnalysisc mirfilt.cr "it"
material .
oil Protection of fleck_. All pipe -and nppura mances shall be
1.01 s4ored and protected in such a manner ei to .
cercfully bandied,
i e n•iar to and during installation.
prevent da.
mage• Precaution shall be taken to prevent for, gl .
matter from entering the pipe
p
At no time shall pipe be dropped or dumped into the trench.
Filter cloth shall be yapped in burlap or similar heavy -.duty
protective Covering shipment and storage' The sk-Oraand
' area shall provide protection from mud, dirt, dust, .
direct sunligat. -
2.00 MATERIALS \,,
e bill be
2.01. lain galvanized er precoated Plain
perforated Metal Pipe. Perforated nletcil p?.V
corruggnted iron m steel, p
galvanizederdPai nsashall4mcete thcgrequir ments afSAAS11T0 M- 21i5re
1 by handing.' -
pipe SCCt ie11S shells be Joii:C =• _ '
2.02 Perforated PolyeLh leni 1'iPe• olyethylenc aonferuingll to
1 as manufactured by A11S er apl >1 -ov,d equal. Pipe see-
2.02
shall be thighmolecu U:r e•cight p
ASTM F -105, joined by bell and spigot Jr. int, thermal fielding,
tions any be j nine.
gusketed joint or adhesive j
2.03 Non Serfnrated pipe. Non - perforated drain Pipe shall be
of the same ma4crials as bhc perforated piix: as specified in 2.Oi
and 2.02.
2.01 lo> lClie and polycLhylen, filmecnts•
1 tJonwoven 1_ilter Cloth_ The nonwoven fil.t... cloth Cats.
be a pervious slice t or polyp' I Y. be no
' ilile the110 al"'Laop opening 5ieveeNo..a70 (O.00g3,io ) and 110 nolf smallernL
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. nPnu •A9;3enc�i��3
khan the openings in the II.S. Standcrd Sieve 110•.. 100 (0.0059 .
The cloth shall be previously tested In accgrdance with ap-
plicable ASTII procedures and shall have the following mininam
strength requirenelts: .
90 lb..
Tensile Strength 125 Psi I
Bursting StPcnflth 50 lb. .
Punetare Strength
Filter cloLI, shall be Iffirafi 1405, Dupont 'typal'. /axoco propcx
45115 0` approved equal_
2.05 Filter_ liatcrial. The granular filter material shall
meet the foll�elint Grid lit ion rcquircirents:.'
Sieve Size Pe•celt_Passin,.
_-- 100
2 inch 90 -100
1 1/2 inch 50 -100 '
3/11 inch 0- 25
he. 4 0
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3.00 METHODS Alit) PROCEDI"IFS '
3,01 Filtcl_C_loth_ Trenches shall be excavated to the dimen-
sions and trades shmni on the drawings. The surfrcc to recieve
filler cloth shall be prepared to a relatively smooth condition
that is free of obstructions, depressions and debris. The cloth
shall be laid loosely without wrinkles o• Creases: Securing pins
shall be installed is necessary to prevent slippage of the filter
and to attach the cloth to the foundation. The cloth
cloth
strips shall be ove•laPPed a minimus of 1 foot. at joints and
secured with pins inserted through both strips of overlapping
cloth. 'the cloth shall be protected fro contamin n atio and
daolage. do r iul: installation, The installed 0 ,ccricieite fabric
proved by the Engineer priC- to bar.�S;..�. ^•g•
should remain , the sur('aa to allow for Cabric overlap to close
the drain. -.
3.02 _pipe Installation. A G -inch bedding layer of granular
bacL.fill filter mate, ial shall, be placed and canpacte[1 in the
bottom of the trench for its full width and length. The filter
material shall be carefully placed on the cloth by methods that
will not cause damage, to. the cloth. The perforated drain Pipe
shall be firmly embedded with the pe'foraLions de[:I1. Tile Pipe
sections shall be joined securely.
After the pipe installaL ion has been inspected and approved by
the .En tine cr, granular backfill filter material shall be placed
without compaction, to a height 1 foot above the top of the pipe.
Carr- shall be 1kCn' net to displace the.,pillc "-11 ' e[ bl,.e 1iroLh.
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placed and compacted in layers not to exceed 6 inches loose
Lhiektwss. Any remaining portion of the trenoh'above the granu-
lar baokfill ,;hall be filled with either granular or native m
mnteri•nl, as shown on Lite drawings, and thoroughly compacted.
11.00 QUALITY CONTROL - FIELD
11.01 'J"SDOCtion and TcsLjnVL._ installation of 'the subdrains'.
shall be inspected and approved after installation of filter
cloth and after placement of pipe'prior to additional work being
done.
Ali,%, material with defects or improperly installed shall be
removed and replaced at the direction of Lite. Engineer.
5.00 MEASUREMENT AIID PAYMENT. Subdriln will be neisured and
paid for- by the lineal feet, to the nearest one fool, furnished
and installed. The contract milt price for subdrain shall in --
elude excavation and the furnishing and installing or, all filter
cloth, pipes, bedding, granular filter backfill material and any
other appur tell zinc es in accordance with Lite plans and specifica-
tions. No extra payment shall be made for non-perforated pipe;
the unit price for subdrain shall include payment'-for furnishing.
and instilling non-perforated pipe.
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slICTI(M 02615
BITUMINOUS SURFACE TAFIVPNRN'i
1.00 GENERAL.
1.01 Scope. This work shall consist of construction 0"ne or '
more courses of bituminoos pavemenL on a prepared base in accor-
dance with these sp ^cificaLions, and in reasonable close confor-
mity with the lines,- grades, Lhickness and typical cross-sections
shown on the plans, or As directed by the Engineer.
1,02 Related Wm'k_ ^pecif.icd Elsewhere.
Section 02222 - Embednent and Base Course Aggregate
2,00 MATERIALS. The quantities Of matbrials per square yard
and the:cequence of applications and spreading shall be as fol-
lows. The amounts of bituminous and aggregate material per
square yard may be varied by the Engineer for each application
and spreading to fit field conditions. _
11C -70 0.30 Gallons /sq. _yd.
RC -00011 0.43 gallons/sq. yd.
3/41" Washed Aggregate_ 45 pounds /sq. yd.
2.01 Liquid A�halt_. Th medium curing liquid asphalt (14C-
70) shall meet lbe reyuircmm)ts of AASUTO 11 -02. The :4C -70 .liquid
asphalt shall be applied with 'the mix Leinperature between 90011
and 155oF, and the application spray temperature between 120OF
and 105011.
The rapid curing .liquid asphalt (RC- 00011) shall meet the require-
ments of AASHTO t: -01. The )tC -0008 liquid asphalt shall be ap --
plied with the mix temperature between'160OF and 2250F; and the
application spray temperature between 200OF and 2650F.
2.02 piggje�aLe_. 3/4 inch washed Acjiregate shall lie use("
3.00 METHODS AND PROCEDURES.
3.01 WeaLher LimitAtions. nituninous surface treatments
;shall be - applied only when the existing surface is dry or slicilit -.''
ly clamp, whmn the surface temperatures are above 65011, and when
the weather is not foggy or rainy.
3.02 Preparation of Surface. Immediately before placing each
layer of )i uminous surface txeatmcnL, loose dirt and other ob -.
jectionable-na Lerial shall be relxoved from the existing surface.
'fine surface shall be approved by the Engineer. A curing pariocl
of at least '5 days for a Prime coat shall be allowed, unless a
shorter period is approved by the Engineer, before the first ap-
plication of bituminous surface trcatclent may be made. )
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At 1naC :'.Q hours shall lapse. between Che apolicaCipn oL each
Contra
3.03 Application of llitartlinons__.A terial. 13i tUnlinOUS material ,-
shal'l be applied in a unil:Ortn, square yard fcrc•thentypeeofptreat-
t.ion temperature and rate per e distributor
plant shorn on the drawings,. Paoli hn tie pray barbis*OPenectfor-
ward at pro Of application t small be. ccrxrected, junction
hny skipped areas or. dOC iciencies
of: e:pc cads Shall be caxcl U. made t.4 ensure aniform coverage and
a smooth - riding surface. _ ,
'Phe'leng Lh of spread of. bituminous nater"ll shall at) be in ta-
The Of that which aggregate spreading cgui4ment. cmn immediately
cover,.
The surfaces of adjacent: Structures and trees shall be protected
from sputtering or marring. pituminous material shall be dis-
charged Only in approved areas.
%ilnen bituminous u fnchcsface Cheeinside edgetnsal dbe leftluncoveredt ,
ti .,0,
the rem iegatehto Fillotba ^uxfacceis�trent0d. r'nffic:t shall noLn Of
toorclo%iod t be provided Over and tile eroad must lemainf pen, opera-
tours
t:r affic over the rcma si.ngrportilont Of r tleln road. ,Iflone-waYe
traffic is provided, it shall be. controlled by flagging and pilot is
car. opeeat ions• Ch'' road -hill be bet Closed to traffic n Until
one. -way traffic,
ing is completer -
Tile distributor, when not spreading, shall be parked'so: the sp *_ay
not drip bituminous materials on the sur-
bar or mechanism will
face of the traveled way•
3.04 Application n1 _hg2r�:v_ =p•
sacL laver of aggregate for
.,ij types of Sur Lace lrntments sha... . spxcad immedi l'
.lowing the application of the bituoinous material. operations
shall proceed in a mannor ol-.henaisa inpaixl rettnl'.i4nn of thetag;al
to chill, set lip, ctry,
gregaue, The aggregate spreader shall be operated so atss over
at the time of application.
bituminous material wr1I l,a covered bafore any tyres pass
it. Aggregate shall be surface dar�np
Initial rolling shall tan lmn`Lype rollerr�l esccpt wheroe the graded
with the steel - wheel,
is too steep to pormit Partition of this roller. Rolling shall
begin immediately behind the spxcalor. 'polling nli Ch the
pneumatic -tire roller shall begin immediately a rolling ompletfon of
son f: f:icienCl tonnniformlymand thoroughly be bondr the ggregatlen4ple
the full tridt:11, and in irrcr411 auJl shal llbascomole Clcdc •wiClnliPllte DO (:overages•
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hour. Brooming shall he performed as nocessary Lo obtain a
'smooth surfaco Of uniform LuXLure '
Traffic will be. permitted to Lravel over uut'face treatment upon
completion Of pneumatic -Lire rolling following any application of
bituminous material and aggregate. .•r!le traffic shall be con-
trolled by pilot cars, furnished by the Contractor, at a speod
not to exceed 20 miles per hour for the first 24 hour.,;* after aq-
gregate is applied.
Should two or more applications of bituminous material and aggre-
gate be required, a curing period of at least 5.clays will be re-
quired between applicatimis. During this curing period the Con-
tractor shall maintain the scirfacc by dragging or brooming to
keep the surface evenly covered so there are no areas with a lack
or an execs Of aggregate. The :surface shall be kept in repair.'
All holes and raveled areas shall be patched and repaired with .
bituminous -trey Led material using penetration methods or other
approved procedures. Deface the- next application, the surf.,ce
shall be free from holes Or (hPCessians and shall be of- uniformly
sound Lex Lure.
After the application of the last layer of aggregate, and rolling
and brooming have been performed as described above, the surface
shall'b'e lightly broomcd or Othcrn;isc: maintained, as directed, -
for a period of 4 days. -
Itaintenaace of the surface shall include the distribution of ag-
gregate over the surface by broom dragging to absorb any free
asphaltic materials and cover any area deficient in aggregate.
The maintenance shall be conducted to avoid displacing imbedded
materials. Excess 1199re9ate shall be swept from the entire sur-
face by means of rotary brooms at the end of the maintenance -
period.
4,00 MEASUREMENT AND PAYMENT.
4.01 bituminous surface Treatment.. - Bituminous su, face treat-
ment shall be Paid [nr I>y Ilu. ..>i f,;Vt or, roa,way in its final
state. Payment shall include all equipment, labor, materials and
appurtenant items to furnish, transport had complete the
bituminous surface treatment. ;
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P,OON •493 pas[19 1
hour. Brooming shall he performed as nocessary Lo obtain a
'smooth surfaco Of uniform LuXLure '
Traffic will be. permitted to Lravel over uut'face treatment upon
completion Of pneumatic -Lire rolling following any application of
bituminous material and aggregate. .•r!le traffic shall be con-
trolled by pilot cars, furnished by the Contractor, at a speod
not to exceed 20 miles per hour for the first 24 hour.,;* after aq-
gregate is applied.
Should two or more applications of bituminous material and aggre-
gate be required, a curing period of at least 5.clays will be re-
quired between applicatimis. During this curing period the Con-
tractor shall maintain the scirfacc by dragging or brooming to
keep the surface evenly covered so there are no areas with a lack
or an execs Of aggregate. The :surface shall be kept in repair.'
All holes and raveled areas shall be patched and repaired with .
bituminous -trey Led material using penetration methods or other
approved procedures. Deface the- next application, the surf.,ce
shall be free from holes Or (hPCessians and shall be of- uniformly
sound Lex Lure.
After the application of the last layer of aggregate, and rolling
and brooming have been performed as described above, the surface
shall'b'e lightly broomcd or Othcrn;isc: maintained, as directed, -
for a period of 4 days. -
Itaintenaace of the surface shall include the distribution of ag-
gregate over the surface by broom dragging to absorb any free
asphaltic materials and cover any area deficient in aggregate.
The maintenance shall be conducted to avoid displacing imbedded
materials. Excess 1199re9ate shall be swept from the entire sur-
face by means of rotary brooms at the end of the maintenance -
period.
4,00 MEASUREMENT AND PAYMENT.
4.01 bituminous surface Treatment.. - Bituminous su, face treat-
ment shall be Paid [nr I>y Ilu. ..>i f,;Vt or, roa,way in its final
state. Payment shall include all equipment, labor, materials and
appurtenant items to furnish, transport had complete the
bituminous surface treatment. ;
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SIiCT10I1 02700 .
FINISHED GRAOIRG.At:O RrSTORATION
1.00 - crnrnnl. .
1.01ScOhe; This work shall consist. of finish grading, res-
torition of grounds and clean -up. This shall be a continuous
process frefn project stmt -up to final acceptance of the.liork by
the Engineer.
1,p2 Related Pork_ S4�eci_ffcd rlsei:herc: This section pertains
tt: all ot1 -icr section of these Specifications.
2.OD ,MATERIALS AND METHODS
2.01 General Clean-Up. Clean -Up shall include the regrading,,
rosurfrcilrg, rebuilding and replacing of all surfaces ar areas
construction toot: place, and rebuilding m• replacing, Y
disturbed by the construction. Street- m' roads where disturbed,
shall be resurfaced by the Contractor, including both gravel and
oil roads, and shall be replaced in as good As or better coshal7.
Lion than that At. thc� start of construction. 'file I:ng
be the sole judge as to whether streets, roads A- property have
been restored to a condition as food or better Chao at the start
of construction.
The Contractor shall, at all tir ?cs, keep property on which wm�k
is in progress free from accumulation of r:astc material or rub-
bish caused by employees or caused by the work, and he shall car-
ry on a constant program to mafntaio plant Areas, structure
sites, rights -of -ways and the surface of strects.and roads in a
- condition satisfactory to the appropriate authority, grantor of
the right -of -way, A;d to the F.ngineo-.
Preliminary clean -up shall commenced as soon as the construction
site is occupied by the Contractor (including his employees,
supplies, materials or equipmAlt) and shall be a oeati;nucta ^.• -^
necessary utility equaltto ortbetterlr thlin the 811,111 have
the Mork.
Upon romple.tion of the work, the Contractor shall remove all
remaining rubbish, tools, cquip:nent, scaffolds and stn' -p1Us
materials from the job and leave the work aren cicAn and free of
debris.
3,00 14EASUREMEUT AND BA.31S FOR PAYMERT
Clean _nom. Gleam -Up shall not be paid foxes a sepA•ate
yid item -6ul, shall be consid A -ed a part of Lhe entire Project.-
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SECTION 0273.1 .
DARIWO WIRC F11NCR
1'.00 GFNiiRAL
anx '493 msr199
1.01 Scope. This work shill include all labor, equipment,
materials and appurtenances necessary to furnish and install'3 --
strand bashed wite [Once with wooden posts. I
1.02 Protection of Itork. Wooden posts shall be stored. in
orderly stacks on site supported above the ground surface to
avoid absorption of ground moisture. Barbed wire and fasteners
to be stored above ground surface and to be proLecLed from
weather.
2.00 MATERIALS
2. of Wood Posts.
A. Sizes
( 1. All line posts shall have a minimum diameter of
four (4) inches and shall hO a minimum of 0' -0"
.long.
2. All end, corner, intersection and brace posts
shall have a minimun diameter of five (5)
inches and shall be a minimum of V-0" long.
D. Material
1. All wood posts shall be of sound, seasoned
wood, free of wane and of full length checks
wider than 1/4".
2. hood posts to have preservatives applied equal
to creosote or pentechlorophenol.
2.02 Barbed dire. :steel barbed wire,shall confoxm to ASTN
Designation A -121, 12 1/2 G-a.tge wi l-h (`lpin -'r. ri.nl:inr11-
2.03 : Fasteners. pence wire shall be stapled to wooden posts
Staples shall be a minimum of No. 9 }sire, at least 1. 1/2, inches.
long.
3.00 METHODS AND PROCEDURES
3.01 Prop aration of Fence Line. 'frees, brush and other
.-- _____ - - -_-
obstacles that fnterfecc wf Lh the fence shall be removed. con-
tinuous grabbing or grading along the fence line shall not be
done.. Where possible, the fence shall be erected on natural
ground.
3.02 Wood post_. Driving of posts shall be dote sous to
leave pasts free from distortion or burring. rXenvated' holes
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shall be backfilled and hand Lamped so post is rigid. Whon
ling into solid rock is required to SQL it pos L, "Lhe post may
shortened, provided it ninimun of 12 inches of post is grouLe
into the rock.
All posts shall be not within 1/4" of true vertical. CuLtin
the tops of the poets shall be approved by the Engineer.
3.03 Barbed Bi re. dire shall be stretched 'taut and firn
attached' the posts with staples. Fence wire to be placed
the side of posts which would prevent tension on fence ties.
Fence wire shall be. ended, double wrapped and tied *off at en.
posts, angle posts and line brace. posts. Fence to be contin,
shall Lhen be restarted in like manner.
At each loc�ition where an electric line crosses the fence th,
Contractor shall furnish and install a ground conforming to I
tion 9, Rule 93 of the National Blec Lrical Safety Code.
4.00 t MEASUREMENT AND PAYMENT -
4.01 Barbed Nire Fence. Barbed ten re fence shall be paid
by the lineal toot, to the nearest lineal fool measured from
centers of tho.e:d posts along Lhe fence. Contract Unit grit
include furnishing and installing posts, fasteners, wire and
appurtenant- items necessary to install the fence.
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SPCTION 02720
METAL CHARD PAIL
.1.00 GVRPRAL
1.0.1 Scone. pork to he performed raider this ser.Cion shill
.include al.l labor, equipment, materials and appurtenances: neces-
sary Lo fuinish and install guard rail.
1.02 12e1ated Work S aci.Ei cd l±l sewhcti e. '
Section 02200 - L; rtheorl:
1.03 Submittals. Submit cataloguO cut: sheets and descriptive
literal Lurc on guard rail and connectors,
1.04 Protection Of {fork, Metal guard rail and fasteners to
be stored above grouud surface. Fasteners to be protected frd:n
weather by storing in shipping containers or burlap bags.
2,00 HATUR1ALS
2,01 Guard Rail Poste,
A. Sizes
1, Guard rail posts to be 0" x v in cross'-
section.
B. Flatcrial '
I. Sawn lumber conforming to AA$11T0 Id -.160, New
lumber or "railroad" ties requires,
2. Lumber to have preservative applied equal to
creosote Or pen taich to rophengl.
3. Free of,wene and Of fa11 lengl:h checks wider
than 1/4" .
2. 02. Guard Bail.
A. Sizes
1. Conforming to Type 3, N Beam, Colorado Depart-
ment of Highways (Standard 1-1- 606 -AC., Sheet 2
of *).
B. (laterial
1. Corten selt Weathering steel conforming to
strength requirements of AASIITO 11 -100.
2,03 Fastener__
A. Dolts
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1• Oohs to conform to ASTM A-307
2, Not t0 conform to ASTFI A- 563;.Grade A.
3• 14asnern to be steel.
4. All material:: to be galvanized or cadmium
plated,
3.00 MPTHODS ANO YROCIiDURIiS .
3.01 Workmanship. To be neat with true Minns and gr. odes
thcoughoi)t. - -' -''
to I Guard Rail Posts. Drivinr, of
Co leave posts free from distortion or burring. r.,,cavated holes
--hill be backfilled and hand tramped so poet is rigid.
Posts shall be installed Within 1/2" of true line and ,iithin l/4
of true.vortical. Resulting guard rail ,line shall. be free of
Waves in:either horizontal or vertical direction.
3.03 Guard Rail. Instal
for all bolt heads l as shown 0n the plans. Use Washers'
or washers coming in contact With .
guard rail in the direction- of traffic flow. wood Lap
4.00 OUALirry rnvn,.n.
to A)� ection Guard rail posts shall a be inspected prior
to installnti�'on of guard rail.
5,00 116ASOROM6NT AND PAYMPNT
5.01 Guard )sail, Guard rail shall be paid for by the lineal
foot, to the nearest lineal foot from end of metal rail to end'of
metal rail, measured in straight line along t110 guard rail, con-
tract unit price to inclUdc furnishing and installing posts, fas-
teners, metal guard rail and all miscellaneous appurtenant items
as specified-herein,
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800N
,^m-nom 02:00 .
STAB NASA ROAD IlEV2G IWATION Pf.AN
loll GENSIlAL
1.01 Scopo. t1ork to be. perforce ^d under this. shall
include reseeding of all disturbed areas and'any other areas rli�-
tarbcd by contractor's operal: ions and furnishing and application
of miscellaneous erosion control materials,
2.00 MATERIALS
2.01 Landscaue ttutorials.
' A. F.rosion Blanket '
1. Erosion blanket shall consist of heavy jute
mesh of a uniform oP ^_n Plain weave of.
unbleached single juLe yarn. The yarn shall be
of. a loosely l.wisted construction having an
average l-vist of not less than l.(" turns par
inch and sha)1 not. vary in thickness by more -
than one -half its normal diameter. The blanket
shall.be smolder resistant, non -LOxic Lo
vegetation or germinalitin of seed and shall not
be toxic or injurious to humane.
p, Mulch
1. Mulch all seeded areas with conweb long filler
mulch or hay or straw. llntcrial for straw
mnlching shall consist of slraw.or vats,
bit hall or rye and shall riot- contain seed
of noxious weeds. Clean field hay nay be Sub -
sLituted for straw when a6pr.oved by the,lat,d-
scape architect. Stran9,or. illy in such in
t)n'.r
advanccP, U'Lage or cc em••pe
or retard the normalvgrowth of grass will not
be accepted.
Fertilize
I. Fertilize all seeded areas will, a commercial
type 16 -16 -0 mixture or similar. ratio.
2.02 MaLe =ials.
A. Seed
_ 1. Provide fresh, clean new crop seed complying
with tolerance. for purity and germinarlA O11
esLablished by official seed analysL of North
America. Seed shall be at least 95 "s pure and
Ju�J;2
xctildflower mix. - penstemon, yarrow, blue flax, jaillm:dia, cone-
flower, California poppy, Prairie aster, cornflower, baby's
breath, and chicory.
3,00 METHODS AND PROCSOURES •i
3.01 Finish Grading. Prior to revegetation planting or top-
soil piacemenL, al.l cut Or fill slopes t+ill;6e controured to.
blend with acl-jacent- terrain. Various slope awlding techniques
will be used to enhance the aesthetic quality of tile (s�'pslopesle
maximizing the revegetation potential F.11 a, t t. •'
will be rounded at. the head, with fill slopes ,also being rounded
at the toe to blend with the existing terrain. Addi LilnallY, n--
r:here soils and steepness Of slope permit,
strutted Co aid Lhc revegetation process.
All tOPBOi1, including existing vegetation, from excavAion areas
will be r,LOci:pilcd wi Lh adequate precaution taken for erosion
control. The incorporation of plant material into the topsoil
will aid in erosion control and once the topsoil is respread,
perhal >s the plant material +rill renew il:�' growth. All available
topsoil still bC CCSpCC.Id on .h areas to insure Seed ger-
mination and sert'a i's a mulch layer. (there soil lands a is
desirable for plant. growth, as determined by the landscape archi-
tect, topsoil may not be respread if supplies are tin +itetl: Mulch
amt fertilizer ' will be applied to the subsoil layer to increase
its revegetation potential.
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. 2. Grass and fork seed MisturC -' provide seed in
Pi.S /Ac R7:.
the mixture dee:cribed below as
lbs.
Rit{ht- Of'-:7ay AiXILUCC
�—"
Lola Pnllabili Cy
- --
lilac 1?cmch Bheatgrass (Ail ropy
}+
smooth Uomegrass Manchar lrus n crmX
1(1111��//rr1
13.0
?latIchir)
h•0
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Timothy (Phlem Pratensc)
i.
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Pubescent 'wheatgrass 'Luna' (Agropyron
9.0
i
Trichophorum 'Luna')
(Oryzopsis Ilymenoides)
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Indian Ricograss
Created IthcaLgrass 'Fairway' (Agropyron
4.0 .
Cristatcum 'Fairway')
1.0
Itc(l Mammoth Clover
Milkvetch (ASt.fagalvis Cicer)
1.0
cic;er
32.5
Farb Seed _fixture
gount'ain Sage ( Artemisia Tridentata SSP•
1.0
_
Vaseyana)
Mountain Mahogany (Cercocarpus Montanus)
Trident.ta)'
1.0 `
1.0
Antelope 6itterbrush (Purshia
'l.0 '
wildflower Mix*
A.0
xctildflower mix. - penstemon, yarrow, blue flax, jaillm:dia, cone-
flower, California poppy, Prairie aster, cornflower, baby's
breath, and chicory.
3,00 METHODS AND PROCSOURES •i
3.01 Finish Grading. Prior to revegetation planting or top-
soil piacemenL, al.l cut Or fill slopes t+ill;6e controured to.
blend with acl-jacent- terrain. Various slope awlding techniques
will be used to enhance the aesthetic quality of tile (s�'pslopesle
maximizing the revegetation potential F.11 a, t t. •'
will be rounded at. the head, with fill slopes ,also being rounded
at the toe to blend with the existing terrain. Addi LilnallY, n--
r:here soils and steepness Of slope permit,
strutted Co aid Lhc revegetation process.
All tOPBOi1, including existing vegetation, from excavAion areas
will be r,LOci:pilcd wi Lh adequate precaution taken for erosion
control. The incorporation of plant material into the topsoil
will aid in erosion control and once the topsoil is respread,
perhal >s the plant material +rill renew il:�' growth. All available
topsoil still bC CCSpCC.Id on .h areas to insure Seed ger-
mination and sert'a i's a mulch layer. (there soil lands a is
desirable for plant. growth, as determined by the landscape archi-
tect, topsoil may not be respread if supplies are tin +itetl: Mulch
amt fertilizer ' will be applied to the subsoil layer to increase
its revegetation potential.
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;:l opes'thaC are flat enough to be nechanically :scarified shall be
done in it manner no that the scarification ridilos run parallel to
the contour of the slopes. Slopes too :steep for nechinical
scarification --ball be. roughed during topsoil replacement.
3.02 Socdfnq. Seeding shall be ilone by hydrosecding, dril-
ling, or hand broadcasting, uydronced shall be applied in a
water and light mulch slurry after which mulch will be applied to
cover the seed. Any areas that cannot be reached by hydroseeding
or drill seeding shall be hand broadcast. Areas seeded by hand!
broadcasting shall be lightly raked. l
The grass /forb seed mixtures previously specified shall be ap-
plied at. rates associated with the different seed mixes. '
3.03 Plulchincl. conweb fiber mulch, previously Specified,
-hall be applied at it rate of 1500 albs. /acre. flay, or straw mulch
shall be applied in a uniform manner at a rate of 1.5 tons /acre.
3.015 Fertilizing. Fertilize all seeded areas with commercial
type previously mentioned at the rate of 200 lbs. /acre.
3.05 . Erosion Blanket. All cut slopes shall be erosion
blanketed on aieAS of 1 1/2" Lo 1' or steeper. All fill slopes•
shall be erosion blanketed for the too 00C of the slope. All cut
slopes between STA 52 +00 to STA 55 +50 shall be revegeLated and
nulched, but erosion blanketing is not necessary unless: field
conditions dictate otherwise.
The blanket must be placed not later than 24 hours after seeding.
The material shall be applied Smoothly but loosely on the soil
_surface without stretching. The up slope end of each piece of:
jute mesh shall be buried in it narrow trench six inches deep.
hf Ler the jute is buried, the trench should be 'tamped firmly
closed. .
In cases where one,roll of jute mesh ends"- and a second roll '
Starts, the up slope piece should be brought over the.bumcled end
of the second roll no that there is a_ twelve' (12) inch overlap to
form a junction slot.
Overlaps of jute mesh which run doom the slope, outside deges and
center, shll be stapled on two -foot intervals. Lnch_uidth of
jute mesh shall have it row of staples clown the Center as well as
along the edge. Check slots and junction slots will be stapled
across at six inch intervals.
0.00 OUALITy CONTROL,
0.01 Time Schedule. All reseeding and planting shall be exe-
cuted and completed during the late fall of the year, prior Lo
the first major snowfall.
4.02 Cleanup_ a ill Protection. Daring .landscape work,. }seep.
work area in an orderly conrtition.
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Protect landscape work and materials from damage Clue to landscape
operations, operations by other contractors and bodes and
Lrespussers, Mainl:ain protection during installation and the .
maintenance periods. Treat, repair, or replace damaged landscape
I, work as directed.
4,03 L14ik :enance, Be!iin,maintenance fmmedsately after plant-
ing and continue maintenance of all seeded area:: and shrubs, un-
,� til all cork has been accepted by Lhe'sngineer.
A.04 Inspect i_on. When landscape work is completed, inclucing
maintenance, the Engineer hill, upon request, make'an inspection
to de Lermi'ne acceptability. '
r..
Where inspected landscape stork does not comply with requirements,
' replace rejected work and continuo socciPicd maintenance until
t reinspected by Engineer and found to be acceptable.. Remove re-
plants
ected and materials
_ •Y� j 1 promptly from the project site.
5.00 MEASUREMENT AND PAYMENT '
\ 5.01 Revege La lion. RevegetaLion shall not be a bid item on
the construction contract but shall be bid a:: a separate job.
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STAR MESA DRIVE I GUARDRAILS
EXAMPLE OF PROPOSED GUARDRAIL
uuuj�0
AUGUST 29, 2012
EXHIBIT `E'
CHARLES CUNNIFFE
ARCHITECTS
PUBLIC NOTICE
NOTICE IS HEREBY GIVEN to the general public that on November 11, 2012, the
Pitkin County Community Development Director granted approval for the Aspen Kiwi
Properties LLC Activity Envelope and Site Plan Review (Case P084 -12; Deter. #081 - 2012).
The property is located at 875 Star Mesa Road, and is legally described as a parcel of
land situated in Lots 4 and 5 of Section 22, Township 9 South, Range 85 West of the 6`h
P.M. The State Parcel Identification for the property is 2643 - 224 -00 -010. This site -
specific development plan grants a vested property right pursuant to Title 24, Article 68,
Colorado Revised Statutes.
S /Cindy Houben
Community Development Director
Pitkin County, Colorado
Published in the Aspen Times Weekly, on NOVEMBER 22, 2012.
PUBLIC NOTICE
RE: Aspen Kiwi Properties LLC Activity Envelope, Site Plan Review, and Scenic Review
(CASE# P084 -12; PID 2643 - 224 -00 -010)
NOTICE IS HEREBY GIVEN that an application has been submitted by Aspen Kiwi
Properties LLC (875 Star Mesa Drive, Aspen, CO 81611) requesting Activity Envelope,
Site Plan Review, and Scenic Review approval for installation of guardrails along Star
Mesa Road. The property is located at 875 Star Mesa Road, and is legally described as a
parcel of land situated in Lots 4 and 5 of Section 22, Township 9 South, Range 85 West
of the 6"' P.M. The State Parcel Identification for the property is 2643 - 224 -00 -010. The
application is available for public inspection in the Pitkin County Community
Development Department, City Hall, 130 S. Galena St., Aspen, CO 81611. For further
information, contact Lance Clarke at (970) 920 -5452.
Published in the Aspen Times Weekly on October 4, 2012.
Attention All Property Owners within 300' of the subject property
A property owner receiving this public notice who wishes to submit comments or an
objection shall submit those to the Pitkin County Community Development, 130 South
Galena Street, Aspen, Colorado 81611, by November 5, 2012. If any objections to the
development application are received the Community Development Department shall
continue the application to a public hearing before the Hearing Officer.
http: / /www.aspenpitkin. comIPortals /0 /docsl county/ Com% 2ODev IPlanningILand_Use_Applicatio
ns /P084_12_app.pdf
CHARLES CUNNIFFE ARCHITECTS
610 E. HYMAN AVENUE, ASPEN, CO 81611
970/925 -5590 PHONE
970/925 -5076 FAX
ARCHITECTURE
PLANNING
INTERIORS
LETTER OF TRANSMITTAL
TO: 1..3um 011E11*111
FROM:JaIkvt.r r)aff N
COMPANY:?14tt>C0Wy1V4A'1 tt'"4'
DATE: I /S /,Z
TELEPHONE:
JOB #: I I I ';
ADDRESS: x7y,Gl -a1xim
ZY�u, Co
PROJECT:
S{bnrMgApa Kn�l Guerra il5
REGARDING: C) j{c� '0-2m Fzeoa t!
WE ARE SENDING YOU: Attached Via: �d�ly" •" \ the following items:
❑ Shop drawings ❑ Prints ❑ Originals ❑ Computer Disc(s)❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order 40ther: ik �61A` IIA f
DESCRIPTION: f"C*64-0V11 "tg� i ttbIfZ I.1Q{tGC�i
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ Approved as submitted
19 For your use
❑ Approved as noted
m As requested
❑ Returned for corrections
❑ For review & comment ❑ Prints returned after loan to us
REMARKS:
COPY TO:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
County of Pitkin } AFFIDAVIT OF NOTICE &
} ss. MAILING PURSUANT TO
State of Colorado } PITKIN COUNTY LAND USE
CODE SECTION 2 -20 -100
I, Jsnyiw Vet'ri>r4g - , being or representing an
Applicant to the Pitkin County Development Department, personally certify that I have complied with
the public notice requirements pursuant to Section 2 -20 -100 of the Pitkin County Land Use Regulations
in the following manner:
1. By mailing of notice, a copy of which is attached hereto, by first- class, postage prepaid U.S. Mail at
least 2 weeks prior to the public comment deadline to all owners of property within 300' of the
subject property, as indicated on the attached list, on 201 (which is 30 days prior to
the deadline of � 201g). The names and addresses of the adjacent property owners shall
be those on the current tax records of Pitkin County as they appeared no more than 60 days prior to
the public comment.
2. By posting a sign in a cons icuous lace on the subject property (as it could be seen from the nearest
public way) on the 201225 which is at least fifteen (15) days prior to the public
comment deadline. A photograph of the posted sign is attached hereto.
Wl 'G
Ap licant's name
(Attach photograph here)
PUBLIC NOTICE
PURPOSE: NOTICE IS HEREBY GIVEN that an
anpileatlon has been submitted by Aspen
Kiwi Properties LLC (875 Star Mesa Drive
AsOon. CO 81611) requesting Activitv
COMMENTS /g1ilECTIgNS:
� n yyy Paui�od.aYbu. fella-Iry4Y.
DATE JI_oyemb�5,2012
FOR FURTHER INFO r 920 -5
COMACr: LL�CJghe. n 527 a -52
Z.
before me this 5 day of IJ o vamsjk
2011by
Jp+�Ytf' �iwo�'4'OV�
WITNESS MY HAND AND OFFICIAL SEAL
My commission expires: 081 %0 19LOtS
YY.; R. s-4L- 5ua.rs�
Notary
oa0_.
Notary Public's Signature
Dwelling Unit •'
f TDNI ROSE i
VVERSKY
7�(µ�
My Cu mwc- Ex*m 0&2911015
PUBLIC NOTICE
RE: Aspen Kiwi Properties LLC Activity Envelope, Site Plan Review, and Scenic Review
(CASE# P084 -12; PID 2643 - 224 -00 -010)
NOTICE IS HEREBY GIVEN that an application has been submitted by Aspen Kiwi
Properties LLC (875 Star Mesa Drive, Aspen, CO 81611) requesting Activity Envelope,
Site Plan Review, and Scenic Review approval for installation of guardrails along Star
Mesa Road. The property is located at 875 Star Mesa Road, and is legally described as a
parcel of land situated in Lots 4 and 5 of Section 22, Township 9 South, Range 85 West
of the 6`h P.M. The State Parcel Identification for the property is 2643 - 224 -00 -010. The
application is available for public inspection in the Pitkin County Community
Development Department, City Hall, 130 S. Galena St., Aspen, CO 81611. For further
information, contact Lance Clarke at (970) 920 -5452.
Published in the Aspen Times Weekly on October 4, 2012.
Attention All Property Owners within 300' of the subject property
A property owner receiving this public notice who wishes to submit comments or an
objection shall submit those to the Pitkin County Community Development, 130 South
Galena Street, Aspen, Colorado 81611, by November 5, 2012. If any objections to the
development application are received the Community Development Department shall
continue the application to a public hearing before the Hearing Officer.
http: / /www.aspenpitkin.com /Portals /0 /docs/ county/ Com% 2ODev /Planning/Land_Use_Applicatio
ns /P084_12_app.pdf
Easy Peel® Labels i A Bend along line to AVERY® 5160®
Use AveryO Template 51600 j Feed Paper expose Pop -up EdgeTM , 1
ABBOTT GREG & MARCIA M GRE II LP HOVDESVEN BAYARD Y
1200 KESSLER DR C/O ARGONAUT MANAGEMENT LP PO BOX 413
ASPEN, CO 81611 -9713 546 5TH AVE 17FLOOR WOODY CREEK, CO 81656
NEW YORK, NY 10036
JAFFEE FAMILY GST TRST 52.67%
KATZ ELLEN S 25.33%
MOORE THOMAS A & CAROLYN WHITE
237 S 18TH ST #5A
237 S 18TH ST #5A
PO BOX 126
PHILADELPHIA, PA 19103
PHILADELPHIA, PA 19103
WOODY CREEK, CO 81656
WHITE STAR RANCHES HOA
PAYNE GULCH LLC
SHEAR NEAL & JACQUELINE
C/O SUZANNE FAVOR
555 17TH ST #2400
5625140TH AVE S
X 296
PO BOX
DENVER, CO 80202
LAKE WORTH, FL 33449
WOODY CREEK, CO 81656
Etiquettes faciles a peler i A Repliez a la hachure afin de i www.averycom
urine=: im n=h =vi+ evCRv® c16n® i Sens de reveller Ie mhord Poo -uomc ! 1- 800 -GO -AVERY
Lance Clarke
From: Janver Derrington Danverd @Cunniffe.com]
Sent: Wednesday, October 31, 2012 2:58 PM
To: Lance Clarke
Cc: Charles Cunmffe, Brian West
Subject: RE: draft guardrail determination
Lance,
Thanks for the preview of the Determination. I noticed that Item 3 of the Recitals states that the Rondelay Parcel contains
approx. 35 acres. It is actually 40.25 acres. Also, Item 4 does not mention that one of the switchbacks is partially located
on property owned by Lands of White Star Ranches HOA, and one is located on Lands of Jaffee Family Trust property.
The plat of the easement is in the Site Plan Review Documents, Exhibit B, page two of two. The switchback located on
Lands of White Star and the property line abutting Rondelay will be within prescribed building setbacks from the property
line. Referencing item 3 of the Determination, since the guardrails are 30" high, we assume that no variance will be
required. As I mentioned in my earlier email, there will be no earth moving or disturbance of existing vegetation and thus
we see no need for Determination Item 7.A) requirement for a drainage, erosion control and revegetation plan, etc. -
Similarly, Item 8 appears to be irrelevant, since the areas around the boulders have no vegetation, other than random
weeds, and we intend to simply smooth out the existing grade after the boulders are removed and install washed gravel
around the wooden posts. Please clarify if these items are standard language that may or may not require specific
responses in the access permit application.
Best regards,
Janver
From: Lance Clarke [mailto:Lance Clarke(dco.pitkin.co.us]
Sent: Wednesday, October 31, 2012 10:50 AM
To: Janver Derrington
Subject: draft guardrail determination
Janver- here's a draft in case you want to start working on the mylar and the access permit
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Bonnie Waechtler
To: Janver Darrington (anverd @cunniffe.com)
Subject: Aspen Kiwi Porperties LLC application
Attachments: affidavit code sec 2 20 100.doc
PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT
130 South Galena Street
Aspen, Colorado 81611
(970) 920 -5526 FAX# (970) 920 -5439
September 25, 2012
Janver Derrington
610 East Hyman Avenue
Aspen, CO 81611
ianverdna cunniffe.com
Re: Aspen Kiwi Properties LLC Activity Envelope and Site Plan Review
(PID #2643- 224 -00 -010; Case# P084 -12)
Dear Mr. Derrington:
The Planning Office has completed its preliminary review of the captioned application. We have determined that
this application is complete. After a more detailed review of the submittal information, additional information
specific to the application may be requested in order to adequately review and process the application. The
planner in charge of the review will request the information from you directly.
Please note that it is your responsibility to mail notice by U.S. Mail to all property owners within 300' of
the subject property with the return address of the Community Development Department (copy of notice
will be emailed to you by the Community Development Department) by October 4, 2012. The names and
addresses shall be those on the current tax records of Pitkin County as they appeared no more than 60 days
prior to the mailing. Please submit the enclosed Affidavit of Notice by Mailing and a photograph of the
posted sign as proof of compliance with the Code. A property owner receiving this public notice who
wishes to submit comments or an objection shall submit those to the Pitkin County Community
Development, 130 South Galena Street, Aspen, Colorado 81611, by November 5, 2012. If any objections to
the development application are received by this date, the Community Development Department shall continue
the application to a public hearing before the Board of County Commissioners.
2. By posting a sin in a conspicuous place on the subject property (as it could be seen from the nearest public
way) on the 19 day of October, 2012, which is at least fifteen (15) days prior to November 4, 2012. This
must be submitted prior to any approvals being granted.
If you have questions, please call Lance Clarke, the planner assigned to your case, at 920 -5452.
Sincerely,
Bonnie Waechtler
Administrative Assistant
Encl: Affidavit Code Section 2 -20 -100
PITKIN COUNTY
COMMUNITY DEVELOPMENT DEPARTMENT
130 South Galena Street
Aspen, Colorado 81611
(970) 920 -5526 FAX# (970) 920 -5439
MEMORANDUM
To: Pitkin County Engineer
Star Mesa Homeowners Association
FROM: Lance Clarke, Community Development Department
Lance.clarkekco.pitkin.co.us
co.nitkin.co.us
Re: Aspen Kiwi Properties LLC Activity Envelope and Site Plan Review
(PID 2643- 224 -00 -010; Case P084 -12)
DATE: September 25, 2012
Attached for your review and comments are materials for an application submitted by
Aspen Kiwi Properties LLC. The Pitkin County Community Development Director will
review the application.
Please return your comments to me by Monday, November 5, 2012.
http: / /www. aspenpitkin.com/Portals /0 /docs/ county /Com %20Dev /Planning/Land_Use_Ap
plications/P084_ 12_app. pdf
Thank you.
PITKIN �1NTY COMMUNITY DEVELG„ ENT
Permit Receipt
RECEIPT NUMBER 00032901
Name: Charles Cunniffe Architects Date:9/6/2012
Project Address: 875 STAR MESA DR
Type: check # 34399
Permit Number Fee Description
0084.2012.PLAN PP- Flat Fee
0084.2012.PLAN PP- Clerk Tech Fee
0084.2012.PLAN PP- Public Notice Fee
Total:
Amount
3.744.00
25.00
54.00
3,823.00
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21 SECTION 22
28 SECTION TION 27
LR4 R : AU 01 LANU MANl1UNMI N I RRAY; (,AP,
I
LOT 11
I
A PARCEL Of' L.AND 131 "fUAILD IN LOTS 11 AND 17 OF 9SECIION 22 ALSO 1,01' 19 OF SI CHON 23, ALL.. IN TOWNSHIP 9 SOUTH,
RANCE 8;'.i WEST OF 17d(';,: r °XrH f "GtINCIF`AI MERIDIAN LYING FAStERLY OF THE SAI..VA "IION DITCH, SAID PARCEL. OF SAND BEING
MORE F ARTICUI ARI Y DF.:SGR1DFD AS f OI LOW;:
BEGINNING AIL POIN) WIINCC IHE SECTION CORNER COMMON `10 SECTIONS 15 16, 21 AND 22 IN SAID TOWNSHIP AND
RANCE REARS NORTH 55607426 WC:Si 6156250 FICLI, 111ENCF SOUTH 1145.62 91;E"f; 11HENCC NORTH 89 °24119 WI„ST' 1476.55 FEET
1O SAID DIfFCII )HENCE CONTINUING ALONG SAID DITCH NORM 11 °17'40 W,S 90.40 III I; THENCE NORTH 02''i724� FAS1 72.0:3 FIE
DIENCE NORTH 19 22',36 "F AST 65.42 FE F,1; ILIENCL NORTH 19 2U 515 WI 57,35 F'E:F I, THENCE NORTH 103 °17 2'5 Wk.ST' 110,85 I fa`F:
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THENCE NOR III 04'42'31"E AST 66.90 FEET; THENCE 2110700 Wf .af 54,10 F['CP II, NC Y: NORTH i) °5216 W 5 71.38 FEET;
THEN( 1..: NORTH 17 1657'81. +i 94.30 4 1 E f I I ICNC"k NORTH G1 'a'a 48 WI I^, t 94 2 f (t1(Y THENCE NORTH 1('J "1 h141 4 AS1' 106 C4 h f P `Y';
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1Oa.114ER 01HtASEMENTS AS DESCRIBED IN EASE ".1s T AC1REEMENI RECORDED AUGUSI 20. 1960 IN BOOK 493 AT PAGE 156 AS RECL'PI "IONO2'70674.
COUNTY OF I'HXLN STATE. Of COLORADO
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21 SECTION 22
28 SECTION TION 27
LR4 R : AU 01 LANU MANl1UNMI N I RRAY; (,AP,
I
LOT 11
I
A PARCEL Of' L.AND 131 "fUAILD IN LOTS 11 AND 17 OF 9SECIION 22 ALSO 1,01' 19 OF SI CHON 23, ALL.. IN TOWNSHIP 9 SOUTH,
RANCE 8;'.i WEST OF 17d(';,: r °XrH f "GtINCIF`AI MERIDIAN LYING FAStERLY OF THE SAI..VA "IION DITCH, SAID PARCEL. OF SAND BEING
MORE F ARTICUI ARI Y DF.:SGR1DFD AS f OI LOW;:
BEGINNING AIL POIN) WIINCC IHE SECTION CORNER COMMON `10 SECTIONS 15 16, 21 AND 22 IN SAID TOWNSHIP AND
RANCE REARS NORTH 55607426 WC:Si 6156250 FICLI, 111ENCF SOUTH 1145.62 91;E"f; 11HENCC NORTH 89 °24119 WI„ST' 1476.55 FEET
1O SAID DIfFCII )HENCE CONTINUING ALONG SAID DITCH NORM 11 °17'40 W,S 90.40 III I; THENCE NORTH 02''i724� FAS1 72.0:3 FIE
DIENCE NORTH 19 22',36 "F AST 65.42 FE F,1; ILIENCL NORTH 19 2U 515 WI 57,35 F'E:F I, THENCE NORTH 103 °17 2'5 Wk.ST' 110,85 I fa`F:
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THENCE NOR III 04'42'31"E AST 66.90 FEET; THENCE 2110700 Wf .af 54,10 F['CP II, NC Y: NORTH i) °5216 W 5 71.38 FEET;
THEN( 1..: NORTH 17 1657'81. +i 94.30 4 1 E f I I ICNC"k NORTH G1 'a'a 48 WI I^, t 94 2 f (t1(Y THENCE NORTH 1('J "1 h141 4 AS1' 106 C4 h f P `Y';
T ICN L NORTH 22209
Wk >T /6.411111 THENCE N(@IT 00 73d WS 177.66 FEEL; 11JENCE NORTH C 4Hh A
6104 FEET'
11-11 NC.k:.
NORTH 24 1 3 2411 AS F 14.78 F I 1 T DiFINCI F FAVING SAID 171TCH CAST 156415 FEET MORE OR LESS IO ME: POINT OF BEC"INNING,
1Oa.114ER 01HtASEMENTS AS DESCRIBED IN EASE ".1s T AC1REEMENI RECORDED AUGUSI 20. 1960 IN BOOK 493 AT PAGE 156 AS RECL'PI "IONO2'70674.
COUNTY OF I'HXLN STATE. Of COLORADO
FIND. U.S.f S BRASS DISC VAGNEUR 1953 S$r I IN 9X9" CONIC
BENCHMARK 1 t k VA LION 8091 X12' (AS PER UNRECORDED ORDED MI.A "I'
"SIAS MESA PAR01i1.4 SCUMUI"SER 9e ASSOCRII 7- 26- "86)
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COMMON SEC -I'ION COR. FOR S CIIONS 15162141 22 1115 RA5W OF 11 -IF: 61H PtM.
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(N 1390`>06 W 1831179 /G F'IA1S 83) Pii
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u7 'IV SURVE.:Y
r o-F 19
c3 MC7C RE' PROPERTY
LOT 19 ADI rk: IJ (21,,O± ACRES)
(S W (PER h A r BOOK 23 PAGE 57)
(Jfa.i6a °2055).. 91^
((s H9 ":59'40" W)
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v -'-N 114 CORNER SECTION 27
WITNESS ` S C ORNI R I OR 1 /4 CORNf R
0)RIC'31NA1 CI:.NpIHAI 4 ANL Of R IC I Nllar. AS MEMORIAI.
BASS CAP WC S 1/4, SEC 22, r.Wi, , R 85W., 61LI PIP
f"al.R 2.3 PI_A9S 657, 36 PL IS1 54)
SECIION 27
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II
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CORC
- CONCRETE'
RT Ii'
-1
LANDS 79 FORMERLY (^ 322 OR 188 & 427) I,,
N..
LANDS FORMERLY OF MOORE.
(341 OR 12.6)
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UII'EICT I RECORDS (I°1TICIN COUNTY') �- DKED BOOK M. PARK �
'I mm mrc V7 tl."
u7 'IV SURVE.:Y
r o-F 19
c3 MC7C RE' PROPERTY
LOT 19 ADI rk: IJ (21,,O± ACRES)
(S W (PER h A r BOOK 23 PAGE 57)
(Jfa.i6a °2055).. 91^
((s H9 ":59'40" W)
u1
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i (71
LOT 22
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1::169I 08'
v -'-N 114 CORNER SECTION 27
WITNESS ` S C ORNI R I OR 1 /4 CORNf R
0)RIC'31NA1 CI:.NpIHAI 4 ANL Of R IC I Nllar. AS MEMORIAI.
BASS CAP WC S 1/4, SEC 22, r.Wi, , R 85W., 61LI PIP
f"al.R 2.3 PI_A9S 657, 36 PL IS1 54)
SECIION 27
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ROBERT CJ" 111,2° ]^.TION
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60 0 30 40 120 M
w ', ll^ "1"0 11-1 F LANDS : CF' ASPEN KIWI
IN YEET
ROADWAY LOCA
OF' STAR MESA ROAD
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m a CORIGATED M4PAL PIPE
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P 1 /A ALUMINIUM DISC WN CORNF� S A PROF- NAI I AN)l SURVEYOR
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C E � A`;F)EN COLORADO 81611
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