HomeMy WebLinkAboutVAIL VILLAGE FILING 5 TRACT E PIRATE SHIP PARK 2003-2005 LEGAL\{r t.\\ E Toi}E };* Sp+ 4oos - ?Dq5
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Planning and Environmental Commission
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 9D.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Prcject Name: PIMTSHIP PARK BRIDGE PEC Number: PEC030052
Project Description:
RECONSTRUCNON OF BRIDGE OVER MITL CREEK
Pafticipants:
OWNER VAILCORP 08/2612003 Phone:
PO BOX 7
VAIL CO
81658
License:
APPLICANT TOWN OF VAIL 0812612003 Phone: 970-479-2100
75 S FRONTAGE RD
VAIL, CO
816s7
License:
CONTRACTORTOWN OFVAIL 08/2612003 Phone:
75 S FRONTAGE RD
VAIL, CO
81657
License: z163-8
ProjectAddress: Location: pirateship park
tegal Description: Lot: Block Subdivision: VAIL VILIAGE FILING 5
Parcel Number: 210108242008
Comm€nts:
BOARD/STAFF ACTION
Motion By: Berhnardt Action: APPROVED
Second By: Lamb
Vote: 4-0 Date of Approval= 0912212003
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: CON0006390
The applicant shall submit proof of US Army Corp of Engineers approval of a
Nationwide Permit 18 - Minor Discharge to the Town of Vail Community Development
Department prior to the issuance of building and grading permib.
Cond: CON0006391
The applicant shall submit a stamped Improvement Location Certmcate and "as-built"
topographic survey to the Town of Vail Community Development Department for review
and approval, prior to Town of Vail final construction inspection.
Planner: Bill Gibson PEC Fee Paid: $0.00
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Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2t39 fax: 970.479.2452
web: www.ci.vail.co. u5
General Information:
All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission review cannot be accepted until all required information
is received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review 8oard,
Type of Application and Fee:
. Rezoning $1300 tr Conditional Use PermitD Major Subdivision 91500 pj Floodplain Modificationtr Minor Subdivision $650 D Minor Erterior AlterationD Exemption Plat $650 tr Major Exterior AlterationD Minor Amendment to an SDD $1000 tr Development plan
D New Special Development District $6000 ! Amendment to a Development Plantr Major Amendment to an SDD $6000 tr Zoning Code Amendmenttr Major Amendment to an SDD 91250 E Variance
(no exterior modifications) tr Slgn Variance
Description of the Request:
$6s0
$400
$6so
$800
$1500
$250
$1300
$s00
$200
Physical
Zoning-
Subdivision: -l-?.Ac T 6 fore v.--.as 5d
AuLt -,!1 -r -.
Eagle Co. Assessor at 970-328-8640 for no.)
Name(s) of Owner(s):(la y'ert ca1,.
Maif ing Address: 7 o' 6"* 1 t/txc, Ce S lLrtl
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
E-mail Address:
Phone:
Fax
For Office Use Only:
Fee Paid:
Page I of 5-01/ l8/02
MEMORANDUM
Planning and Environmental Commission
hRo'*'t &,\"':d*t u,/
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TO:
FROM:
DATE:
SUBJECT:
Community Development Department
September 22,2003
A request for a floodplain modification pursuant to Chapter 14-6, Grading
Standards, VailTown Code, to allowforthe construction of new bridge abutments in
the Mill Creek floodplain at Pirate Ship Park located at Tract E, Vail Village 5h Filing.
Applicant Vail Resorts, represented by Town of Vail
Planner: Bill Gibson
SUMMARY
The applicant, Vail Resorts, represented by Town of Vail, is requesting approval of a
floodplain modification pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to
allow for the construction of new bridge abutments in the Mill Creek floodplain. This
proposal facilitates both the replacement of an existing recreation path bridge and the
upgrading of the Town of Vail's storm water sewer system.
Based upon staffls review of the criteria in Section Vll of this memorandum and the
evidence and testimony presented, the Community Development Department recommends
that the Planning and Environmental Commission approve, with conditions, the requested
floodplain modification, subject to the findings noted in Section Vlll of this memorandum.
DESCRIPTION OF REQUEST
The applicant is proposing to modify the Mill Creek floodplain to allow for the construction of
replacement bridge abutments for the existing recreation path bridge at Pirate Ship Park.
The replacement abutments will be installed in approximately the same location as the
existing abutments, and therefore will have no significant impact on the existing Mill Creek
floodplain.
The purpose of replacing the existing bridge abutments is two fold: first the existing
pedestrian path bridge is structurally failing and is in need of replacement, and second the
Town's storm water sewer system is currently inadequate to accommodate the possible
future development of the Vista Bahn ski yard area.
A more complete description of the applicant's request has been attached for reference
(see Attachment C). Additionally, a floodplain study by J.F. Sato and Associates, a
consulting engineering firm; a review by the Town of Vail Floodplain Coordinator; and
architectural/engineering plans have been attached for reference (see Attachments D, E,
and F).
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ilt.
tv.
Pursuant to Section 12-12-3, Vail Town Code, staff has determined that an Environmental
lmpact Report is not required for this proposal since this proposal is an "alteration, repair
and maintenance of existing structures and site improvements" and .on the basis of a
preliminary environmental assessment covering each of the factors prescribed in Section
12-12-2" this project "is found to have an insignificant impact on the environment."
BACKGROUND
The Design Review Board reviewed the design review application associated with this
floodplain modification proposal at its August 20, 2003, public hearing. The Design Review
Board unanimously approved, with conditions, the design review application for the
proposed replacement bridge and abutments.
ROLES OF REVIEWING BODIES
Planninq and Environmental Commission:
The Planning and Environmental Commission is responsible for final approvaUapproval
with conditions/denial of a floodplain modification application.
Desiqn Review Board:
The Design Review Board has no review authority of a floodplaln modification, but must
review any accompanying Design Review application.
Town Council:
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whetheror
not the Design Review Board or Planning and Environmental Commission erred with
approvals or denials and can uphold, uphold with modifications, or overturn the board's
decision.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
Staff provides a staff memo containing background on the property and provides a staff
evaluation of the project with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
APPLICABLE PLANNING DOCUMENTS
Town of Vail Zoninq Requlations (Title 12. Vail Town Code)
Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS
(in part)
v.
An environmental impact report shall not be required for the following
projects:
A. Alteration, repair and maintenance of existing sfructures and site
improvements.
B. A phase of a projectfor which an environmental impact report previously
was submifted and reviewed covering the entire project, provided that the
project was approved and not subsequenily altered.
C. A project which, on the basis of a preliminary environmenfal assessrnenf
coveing each of the factors prescribed in Sectbn 12-12-2 of this Chapter is
found to have an insignificant impact on the environment. The preliminary
environmental assessrnenf and the finding on environmental impact shall be
made by the Administrator.
Section 12-21-10E. HAZARD REGUI-ATIONS. DEVELOPMENT RESTRICTED (in
part)
E. The Administrator may require any applicant or person desiing to modify
the flood plain by fill, construction, channelization, grading, or other similar
changes, to submit for review an environmental impact statement in
accordance with Chapter 12 of this Title, to esfab/ish that the work will not
adversely affect adjacent properties, or incrcase the quantity or velocity of
flood waters.
Town of Vail Development Standards Handbook (Title 14. Vail Town Code)
Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GRADING
STANDARDS (in part)
Floodplain Standards:
No grading is permitted in the 100-year floodplain without Planning and
Environmental Commission approval. lf an applicanf uzshes to grade into
the 11)-year floodplain, an environmental impact repoft is required. The
environmental impact report shall include impacts to vegetation, riparian
areas, appropriate hydraulic engineeing calculationsto show no increase in
water surface profile and velocity, as well as stating that there will be no
adverse impacts to adjacent properties. No permanent improvements shall
be constructed within 1'of the floodplain line.
The floodplain line shall be determined by a registered professional land
surueyor by plotting the appropiate elevation of the floodplain on a
maximum 1"-20' topographic 2' contour map using the adopted Town of Vail
flood profiles (the Federal Emergency ManagementAgency Flood lnsurance
Study). The topographic survey shall reveal the method for determining the
stafting point and the starting elevation for the floodplain delineation. A site
specific study performed by a Professional Engineer per FEMA guidelines
and approved by the Town of Vail and FEMA may be required.
vt.PRELIMINARY ENVIRONMENTAL ASSESSMENT
ln accordance with Sub-section 12-12-3C, Vail Town Code, staff has conducted a
preliminary environmental assessment covering each of the factors prescribed in
Section 12-12-2, Vail Town Code:
A. Alters an ecological unit or land form, such as a ridgeline, saddle, draw,
ravine, hillside, cliff, slope, creek, march, watercourse, or other natural
land form feature.
Staff response: This proposal will have an insignificant impact on this factor.
B. Directly or indirectly affects a wildlife habitat, feeding, or nesting
ground.
Staff response: This proposal will have an insignificant impact on this factor.
C. Alters or removes native grasses, trees, shrubs, or other vegetative
cover.
Staff response: This proposal will have an insignificant impact on this factor.
D. Affects the appearance or character of a significant scenic area or
resource, or involves buildings or other structures that are of a size, bulk,
or scale that would be in marked contrast to natural or existing urban
features.
Staff response: This proposal will have an insignificant impact on lhis factor.
E. Potentially results in avalanche, landslide, siltation, settlement, flood, or
other land form change or hazard to health and safety.
Staff response: This proposal will have an insignificant impact on this factor.
F. Discharges toxic or thermally abnormal substances, or involves use of
herbicides or pesticides, or emits smoke, gas, steam, dust, or other
particulate matter.
Staff response: This factor to not applicable to this proposal.
G. Involves any process which results in odor that may be objectionable or
damaging.
Staff response: This factor to not applicable to this proposal.
H. Requires any waste treatment, cooling, or settlement pond, or requires
transportation of solid or liquid wastes to a treatment or disposal site.
Staff response: This factor to not applicable to this proposal.
l. Discharges significant volumes of solid or liquid wastes.
Staff response: This factor to not applicable to this proposal.
J. Has the potential to strain the capacity of existing or planned sewage
disposal, storm drainage, or other utility systems.
Staff response: This factor to not applicable to this proposal.
K. Involves any process which generates noise that may be offensive or
damaging.
Staff response: This factor to not applicable to this proposal.
L. Either displaces significant numbers of people or results in a significant
increase in population.
Staff response: This factor to not applicable to this proposal.
M. Preempts a site with potential recreational or open space value'
Staff response: This factor to not applicable to this proposal.
N. Alters local traffic patterns or causes a significant increase in traffic
volume or transit service needs.
Staff response: This factor to not applicable to this proposal.
O. ls a part of a larger project which, at any future stage, may involve any
of the impacts listed in this Section.
Staff response: This factor to not applicable to this proposal.
VII. CRITERIAANDFINDINGS
A. The Planninq and Environmental Commission shall consider the following criteria
when reviewino an application for a modification to the floodplain:
1. The proposed floodplain modification will not increase the guantilt or
velocity of flood waters.
Staff response: The technical analysis provided by J.F. Sato and
Associates, dated September 17,2002, states that this proposal will not
increase the quantity or velocity of flood waters (see Attachment D). The
Town of Vail Floodplain Coordinator has reviewed and confirmed this
opinion (see Attachment E).
2. The proposed floodplain modification will not adversely affect
adjacent properties.
Staff response: The technical analysis provided by J.F. Sato and
Associates, dated September 17,2002, states that this proposal will not
adversely affect adjacent properties (see Attachment D). The Town of Vail
Floodplain Coordinator has reviewed and confirmed this opinion (see
Attachment E).
B. The Planninq and Environmental Commission shall make the following findinos
before aooroving a floodplain modification:
1. The proposed floodplain modification will not increase the quantity or velocity
of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
VIII. STAFFRECOMMENDATION
The Community Development Department recommends that the Planning and
Environmental Commission approve, with conditions, the proposed floodplain
modification, pursuant to Chapter 14€, Grading Standards, Vail Town Code, to allow for the
construction of new bridge abutments in the Mill Creek floodplain at Pirate Ship Park. Staffs
recommendation is based upon the review of the criteria in Section Vll of this memorandum
and the evidence presented, subject to the following finding:
1. The proposed floodplain modification will not increase the quanlity or
velocity of flood waters, based upon the technical analysis provided by
J.F. Sato and Associates, daled September 17,2002.
2. The proposed floodplain modification will not adversely affect adjacent
properties, based upon the technical analysis provided by J.F. Sato and
Associates, dated September 17, 2002.
3. Pursuant to Section 12-12-3, Vail Town Code, submittal of an
Environmental lmpact Report is not required for this proposal.
Should the Planning and Environmental Commission choose to approve this floodplain
modification request, the Community Development Department recommends the following
conditions:
1. The applicant shall submit proof of US Army Corp of Engineers approval of
a Nationwide Permit 18 - Minor Discharge to the Town of Vail Community
Development Department prior to the issuance of building and grading
permits.
2. The applicant shall submit a stamped lmprovernent Location Certificate and
"as-br.rilt".topographic survey to the Town of Vail Comrnunity:Dsvs1ttt.t,
Department for review and approval, prior to Town of Vail final construotion
inspection.
IX. ATTACHMET{TS
A. Vicinity Map
B. Public Notice
C. Applicant's letter of request
D. J.F. Sato and Associates Floodplain Study
E. Town of VailFloodplain Coordinator's review
F. ArchitecturaUEngineering Plans
Attachment: A
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE Attachment B
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Vail Town Code on
September 22,2003, at 2:00 P.M. in the Town of Vail Municipal Building. ln consideration of:
A request for a conditional use permit pursuant to Section 12-7A-3, Vail Town Code; a major
exterior alteration pursuant to 12-7A-12, Vail Town Code, to allow for modifications to the existing
fractional fee club and a restaurant addition; and a request for a building height variance pursuant
to Chapter 17,Yail Town Code, to allow for dormer additions, at the Vail Mountain Lodge and Spa,
located at 352 E. Meadow Drive / Tract B, Vail Village 1s Filing.
Applicant: Vail Mountain Lodge LLC, represented by Braun Associates, Inc.
Planner: George Ruther
A request for major exterior alteration pursuant to Section 12-7H-7, Vail Town Code, to allow for the
construction of new dwelling units and accommodation units at Vail Marriott Mountain Resort,
located at 715 West Lionshead Circle / Lots C and D, Morcus Subdivision, and Lot 7, Marriott
Subdivision
Applicant:
Planner:
Vail Mountain Marriott Resort, represented by Gwathmey, Pratt, SchultzArchitects.
George Ruther
A request for a floodplain modification pursuant to Chapter 14-6, Grading Standards, Vail Town
Code, to allow for the construction of new bridge abutments in the Mill Creek floodplain at Pirate
Ship Park located at Tract E, Vail Village 5h Filing
Applicant: Vail Resorts, represented by Town of Vail
Planner: Bill Gibson
A request for a major subdivision pursuant to Chapter 13-3, Major Subdivision, Vail Town Code,
to allow for the platting of four lots at the Lionshead tennis court site and a rezoning pursuant to
Section 12-3-7, Administration, Vail Town Code, from Agriculture and Open Space zone district,
Vail Town Code, to Primary/Secondary Two-Family zone district, Vail Town Code, to allow for
the construction of single-family homes on the four proposed lots, located at 615 West Forest
Road/Unplatted ( A more complete metes and bounds legal description is available at the Town
of Vail Community Development Department) -
Applicant: Vail Resorts, represented by Braun Associates, Inc.
Planner: Warren Campbell
The applications and information about these proposals are available for public inspection during regular
business hours at the Town of Vail Community Development Department office, 75 South Frontage Road. The
public is invited to attend the project orientation held in the Town of Vail Community Development DePartment
office and the site visits that precede the public hearing. Please call (970) 479-2138 for additional information.
Sign language interpretation is available upon request with 24-hour notification. Please call (970) 479-
2356, Telephone for the Hearing lmpaired, for additional information.
This notice published in the Vail Daily on September 5, 2003.
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od
Pirateship Park
Neighborhood Addresses
/ Locations Parcel #Owners Name
Physical
Address Mailing Address
Mill Creek Circle
(adjacents)z',t01-08248-001 Martha Head
325 Mill Creek
Cir
325 Mill Creek Cir
Vail, CO 81657
2101-08248-002
Judith Roth and
Howard P.
BerkowiE
315 Mitl
Cir
Creek
c/o HPB Associates 65
East 55th St 30th Floor
NewYork, NY 10022
2101-08248-003
Mary Ann Childers,
Jay Levine
305 Mill Creek
Cir
222 E Chestnut St 19 A&B
Chicago lL 60611
2101-08248-004
Maurice O
Rhinehardt
303 Mill Creek
Cir
333 Key Palm Road
Boca Raton. FL 33432
(southern lot
adjacent)2101-082-50-007 Barbara M Osborne
335 Mill Creek
Cir
UIT of Barbara M Osborne
2014 Sea Cove
Houston. TX 77058
Mill Creek Circle
(inside loop)2101-08249-00',1 Jay A Precourt
328 Mill Creek
Circle
328 Mill Creek Circle
Vail. CO 81657
210148249-002 Richard D Bass
312 Mill Creek
Circle
PO Box 439
Winnsboro. TX 754%
2101-082-49-003
Caulkins Residence
Trust
304 Mill Creek
Circle
Eleanor N Caulkins 1600
Broadway 1400 Denver,
co 80202
210148249404 No records available
2101-08249-005
Peter & Patrice
Knobel
392 Mill Creek
Circle
392 Mill Creek Circle
Vail, CO 81657
2101-082-49-006
Thomas & Cydney
Marsico
362 Mill Creek
Circle
1200171h st 1300
Denver, CO 80202
2101-08249-007 Stephen J Redding
342 Mill Creek
Circle
Angelina C Trustees PO
Box 1640 Goleta.
cA 93116
2101-08249-008
Frances E Gunn
Trust
332 Mill Creek
Circle
3101 Valley Oak Dr
Loveland. CO 80538
2101-082-49-009
W Grant Williams
Family Partnership 302 Mill Creek
Circle
3145 Polo Drive
Gulf Stream, FL 33483
2101-0824S010 W Grant Williams, ll
302 Mill Creek
Circle
3145 Polo Drive
Gulf Stream, FL 33483
Mill Creek Circle
(southern lots)2101-082-50-00'1
H.J. & Ann Becher
Smead
395 Mill Creek
Circle
395 Mill Creek Circle
Vail. CO 81657
2101-082-50-002 ILC Realty LTD
385 Mill Creek
Circle
10100 Reunion Place Suite
750 San
Antonio. TX782164171
2101-082-50-003
Elizabeth Ross
Johnson Revocable
Trust
375 Mill Creek
Circle
c/o Tag Associates LTD
75 Rockefeller Plaza Suite
900
New York. NY 10019
'. Pirateship Park
Neighborhood Addresses
2101-082-50-004
Alejandro Burillo
Azcar.aga
365 Mill Creek
Circle
104 Del Court
Laredo, TX 78041
2'101-082-50-005
Harley G & Lorraine
N Higbie
353 Mill Creek
Circle
1600 Broadway Ste 1400
Denver, CO 80202
2101-082-50-006
820 Management
Trust
Lee M Bass Trustee
345 Mill Creek :201 Main Street Ft
Circle lWortn, tX Z01OZ
2101-082-50-007
Barbara M Osborne
Trustee
335 Mill Creek
Circle
UIT of Barbara Osborne
2014 Sea Cove
Houston, TX 77058
Christiana 21 01-0821-66-001 Christiania LTD
356 Hanson
Ranch Rd
356 Hanson Ranch Road
Vail, CO 81657
2101-0821-66-002 Chamber Corp
356 Hanson
Ranch Rd
c/o Christiania Inc
356 E Hanson Ranch Rd
Vail. CO 81657
2101-0821-66-003 Mad Jack Trust
356 Hansbn
Ranch Rd
c/o Singer Burke & Co.
6345 Balboa Blvd
Building 4 Suite 375
Encino. CA 91316
2101-082143-001
Joseph & Maura
Collins
356 Hanson
Ranch Rd
155 Long Neck Point
Darien. CT 06820
2101-082143-002
lrving and Janet
Cox, William and
Emily McCoy
356 Hanson
Ranch Rd
Stonegate 66 4031 Kennett
Pike
Greenville, DE 19807
2101-082143-003
Jennifer Held
Warford
356 Hanson ,800 Prospect Point
Ranch Rd Bismarck, ND 58501
2101-082143-004 Kaciana Association
356 Hanson
Ranch Rd
c/o Heywood H Davis
1930 City Ctr Sq
1100 Main
Kansas City, MO 64105
2101-0821-43-005 Maura M Collins .
356 Hanson
Ranch Rd
155 Long Neck Point
Darien. CT 06820
2101-082143-006 Urbanova. S.A. Inc
356 Hanson
Ranch Rd
c/o Robert C Kenney PC
PO Box 1835 Vail,
co 81658
2101-082143-OO7 Gail S Siegal 1
356 Hanson
Ranch Rd
'1526 Bay Blvd
Atlantic Beach, NY 11509
2'101-0821-43-008 Gail S Siegal
356 Hanson
Ranch Rd
1526 Bay Blvd
Atlantic Beach. NY 11509
2101-082142-003
Rappaport Family
Trust
366 Hanson ; 16379 SkYline Blvd
Ranch Rd Woodside, CA 9462
Recreation Path
Access 2102-082142-004 Vail Corp
278 Hanson 'PO Box 7 Vail,
Ranch Rd 'co 81658
Tivoli Lodge 2101-082142-005
Robert and Diane
Lazier
356 Hanson PO Box 1325 Vail,
Ranch Rd CO 81658
. Pirateshio Park
$eighborhood Addresses
tiT
',/ | ,.1r2101-0821-6$37 Robert E Cannon
278 Hanson
Ranch Rd
PO Box 80407
Memphis, TN 80407
2101-0821-69-38 R. Howard Cannon
278 Hanson
Ranch Rd
% Buckeye Cellulose Corp
7574 Poplar Ave
Germantown, TN 38138
2101-0821-69-39 Robert H Cannon
278 Hanson
Ranch Rd
482 E Racquet Club Pl
Memphis, TN 371 17
2101-0821-6940
Bridge Street
lnvestments LLC
278 Hanson
Ranch Rd
Felix Guzman No 16 Col El
Parque 53390
Naucalpan Mexico
One Vail Place 2101-082-51401
JaredM&lreneM
Drescher 244 Wall St
100 Wilson Blvd Upper
Mall 800
Arlington, Ya222Q9
2101-082-51-002
Harold Joseph
Smead 244 Wall St
395 Mill Creek Circle Vail.
co 81657
2101-082-51-003
JaredM&lreneM
Drescher 244 Wall St
100 Wilson Blvd Upper
Mall 800
Arlington, Ya22209
2101-082-51-004 Luanne Wells 244 Wall St
450 Newoort Ctr Dr
Suite 400
Newport Beach, CA 92660
2101-082-51-005 Luanne Wells 244 Wall St
450 Newport Ctr Dr
Suite 400
Newport Beach, CA 92660
2101-082-51-006
lntrawest Retail
Group, Inc 244 Wall St
221 Corporate Cir Suite Q
Golden. CO 80401
2101-082-51-007
lntrawest Retail
Group, Inc 244 Wall St
221 Corporate Cir Suite Q
Golden, CO 80401
2101-082-51-008
lntrawest Retail
Group, Inc 244 WallSt
221 Corporate Cir Suite Q
Golden, CO 8M01
210'1-082-51-009
lntrawest Retail
Group, Inc 244 Wall St
221 Corporale Cir Suiie Q
Golden. CO 80401
2101482-51-010
lntrawest Retail
Group, Inc 244 Wall St
221 Cotporale Cir Suite Q
Golden, CO 80401
2101 -082-51-01 1
lntrawest Retail
Group, lnc 244 Wall St
221 Corpo.:ate Cir Suite Q
Golden, CO 80401
2101-O82-s1412 Vail Corp 244 Wall St
PO Box 7 Vail,
co 8'1658
Hill Building 2101482-79-001 Blanche Hill 254 Bridge St
31 1 Bridge Street Vail,
co 81657
2101-082-79402 BlancheHill 311 Bridge St
31 1 Bridge Street Vail,
co 81657
'. Firateship Park
. Neighborhood Addresses
.J
J
2101-0821-69-021 Georgie LLC
278 Hanson
Ranch Rd
30 Madison House, The
Village '101
Amies St London
SW11 2JW, England
2101-0821-69-022
Bridge Street
lnvestments LLC
278 Hanson
Ranch Rd
Felix Guzman No 16 Col El
Parque 53390
Naucaloan Mexico
21014821-69-023
Robert & Nancy
Bartels Revocable
Trust
278 Hanson
Ranch Rd
3426 S Twyckenham Dr
South Bend. lN 46614
21014821-69-024 Robert E Cannon
278 Hanson
Ranch Rd
Box 80407
Memphis, TN 38108
21014821-69-025 MBW Realty
278 Hanson
Ranch Rd
c/o Clark Willingham 3878
Oak Lawn Ste 400 Dallas,
TX752194469
2101-0821-69-026
Robert & Nancy
Bartels Revocable
Trust
278 Hanson
Ranch Rd
3426 S Twyckenham Dr
South Bend, lN 46614
2101-0821-69-027
Bridge Street Assoc
LLC
278 Hanson
Ranch Rd
2719 Ridgewood CT
BloomJield Hill. Ml 48302
2101-0821-6S028
Bridge Street Assoc 278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
2101-0821-69-029
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821-69-030
Robert & Natalie
Bissegger
278 Hanson
Ranch Rd
5345 Wind Ridge Road
Racine, Wl 53402
2101-0821-69-31
Robert E Masterson
Real Estate
278 Hanson
Ranch Rd
Revocable Trust
PO Box 390186
Omaha. NE 68139
2101-0821-69-32 Peter A. Bissegger 321 Bridge Street
3021 Garretson Ave
Corona, CA 92881
2101-0821-69-33
Richard & Maryl
Georgi
278 Hanson
Ranch Rd
30 Madison House, The
Village 101
Amies St London
SW11 2JW, England
2101-0821-69-34
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821-69-35
Arthur C Cox QPR
Trust - Emma Jane
278 Hanson
Ranch Rd
Cox QPR Trust
12001 Guilford Road
Annapolis Junction, MD
20701
2101-0821-69-36
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
Pirateship Park
hborhood Addresses
v
t/
f,ail Village Glub 2101-082142-001 Remonov & CO Inc
298 Hanson
Ranch Rd
PO Box 1888
Edwards, CO 81632
Bridge Street
Lodge 2101-0821-69-001 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821-69-002
Colorado Ski
Service, Inc
278 Hanson
Ranch Rd
PO Box 2796 Vail.
co 81658
2101-0821-69-003
Colorado Ski
Service, Inc
278 Hanson
Ranch Rd
PO Box 2796 Vail.
co 81658
2101-0821-69'004 Rad Three LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-082169-005 Rilev-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821-69-006
Karl & Ursula
Hoevelmann
278 Hanson
Ranch Rd
161 S Golden Drive
sirt, co 81652
2101-0821-69407 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vai.,
co 81657
2101-0821-69-008 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101482'1-69-009 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821-69-010 Vail Corp
278 Hanson
Ranch Rd
PO Box 7 Vail.
co 81658
2101-0821-69-01 1 John Kaemmer
278 Hanson
Ranch Rd
291 Bridge Street Vail,
Co 81657
2101-0821-69-012 John Kaemmer
278 Hanson
Ranch Rd
291 Bridge Street Vail,
Co 81657
2101-0821-69-013 Bolanovich Trust
278 Hanson
Ranch Rd
c/o John Kaemmer
434 Gore Creek Drive
Vail. CO 81657
21014821-69-014 Bolanovich Trust
278 Hanson
Ranch Rd
c/o John Kaemmer
434 Gore Creek Drive
Vail, CO 81657
2101-0821-69-015 MBW Realty
278 Hanson
Ranch Rd
c/o Ron Riley
228 Bridge Street
Vail. CO 81657
2101-0821-69-016 Robert E Cannon
278 Hanson
Ranch Rd
Box 80407
Memphis, TN 38108
2101-082149-017
Robert & Natalie
Bissegger
278 Hanson
Ranch Rd
5345 Wind Ridge Road
Racine. Wl 53402
21 01-0821-69-018
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821-69-01 9
Robert E Masterson
Real Estate
278 Hanson
Ranch Rd
Revocable Trust
PO Box 390186
Omaha. NE 68139
2101-0821-69-020
Bridge Street Assoc
LLC
278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
RAMS IIORN IODGE CONDOMINruM A'SSOCIAiIION
OWNERSROSTER
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Attachment: C
TOWN OFVAIL
Department of Public Works & TransPortation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2158
Fax: 970-479-2166
wwwci,vail.co.us
Pirateship Park Bridge Replacement Project
Planning and Environmental Commission Memorandum
Town of Vail
September 22,2003
Purpose
Recent bridge inspections show that the existing pedestrian bridge over Mill Creek West, near
Pirateship Plrk, is in need of replacement. Much of its wooden support structure is broken or
starting to decay. However, the existing abutments have been determined to be structurally
soundl Concuriently, Vail Resorts is in the design process for the Vail's Front Door Project'
Part of the Front Door Project requires a new storm sewer system to discharge into Mill Creek
West in the area of the bridge.
In order to protect two large spruce trees on the western end of the bridge, the Town of Vail and
Vail Resorts are coordinating their respective projects. The Town of Vail proposes to remove
and replace the western bridge abutment, and in the process to install a sleeve through the
center of the abutment. The new storm sewer will daylight through the sleeve. Without
removing and replacing the abutment, one of the trees would pe damaged, and likely removed,
by the new storm sewer.
Design
The ploposed bridge is a prefabricated wooden bridge, and its design has been approved by
the Design ReviewBoard. The concrete bridge abutments will have a stone veneer finish.
JF Sato and Associates has confirmed that the existing span between abutments is adequate to
accommodate 10O-year flood waters, with approxim alely 2 feet of freeboard between the water
surface elevation and the bottom of the bridge.
The replaced bridge abutment will be constructed in approximately the same location as the
existing abutment. The location of the new abutment will be determined by a surveyor in order
to ensure precise placement. ln addition, an as-built survey will be performed following
construction as confirmation and the new cross sections will be included in the new countywide
Floodplain Study currently in the review process.
Please note on the attached site plan that the proposed construction actually open the bridge
span by approximately 8' by using a thinner stone veneer.
The new storm sewer pipe will be installed through the abutment, however, it will be capped and
remain inactive until the storm sewer system design for the Front Door Project has been
approved.
{S "tn"uor ru"
Construction
Construction of the project requires approval of the U.S. Army Corps of Engineers. The C.O.E.
will require Nationwide Permits 18 - Minor Discharge. The Town is currently in the process of
acquiring this permit, which allows for fill below the ordinary high water mark. (i.e. once the
existing abutment is removed, the proposed abutment will be considered fill even though it is in
the same location).
During construction, the flow in Mill Creek West will be reduced by diverting some of the water
to Mill Creek East. Flow will NOT be entirely turned off. The Colorado Division of Wildlife has
agreed to this process in order to reduce the amount of potential sediment while working in the
creek. Additionally, in the work area, water will be diverted towards the eastern abutment using
sandbags to keep excavations as dry as possible and reduce sedimentation. Finally, a
dewatering technique using a "dirtbag' will be used for any water that must be removed from the
excavation. Water basically filters into a sump, which is then pumped into a filter bag before
flowing back into the creek below the excavation. This is a standard procedure approved of by
the Colorado Department of Health. The Town has applied for a Dewatering Permit from the
Department of Health.
Closing
The timeline for this project is critical due to the poor condition of the bridge. Therefore, the
Town asks that the Planning and Environmental Commission's decision should be contingent
upon receipt of these permits. This will reduce delays as construction approaches. At this time,
the Town hopes to begin construction in mid October, with completion in early November upon
receipt of the bridge.
SEP 17 ?O03 5:14PM J.F. SFTO & RSSOCIRTES
I n s To Ah[) AsSOclAIF-l
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September t7,2OO3 0375
Mr. Gregg Barrie, l-andscape Architect
Town of Vail
Dept. of Public Works/ Transportatlon
1309 Elkhorn Drive
Vatl, CO 81657
Re: FloodPlain StudY
Pirateshlp Park Bridge Replacement
Dear Gregg:
The existing bridge floodplaln analysis has been completed for the above referenced project as we have
discussed. As suspected, the analysis Indicates that incluslon of the pedestrian bridge to the odsting 1999
floodplain study currenuy under the FEMA go-day appeal Process does not creEte a condition'where flov{ is
over-topping the structure, In fact, results Indicate that the base flood elevatlon (BFE) ls over Wvo feet
below the lowest portion of the brldge structu re and that all flow ls contained within the channel of west Mlll
Creek,
our smce has reviewed the drawings received from your office on september 16, 2OO3 for the PropOSed
replacement bridge and west abutment and compared the proposed design to survey data of the existing
bridge, abutments and channel of West Mill Creek. Glven thls information' we believe that the proposed
bridge improvements will meet the requirements of Town of Vail code 12:21'10 F. ""'lheq me wprh wlll not
adversely affect adjacent prcpertles, or lncrease the quantity or velocity of flood waters'" ThiS cpncluslon
has been reached oaseo r-r'pon the aisumption that the channel of West Mill Creek will remain essentially
unchanged from exlstlng to proposed conditions. We recomrnend that an as-bullt survey be completed
followlng construction of the replacement brldge and associated abutment and the results evaluated for
compliance wlth the above stated Town Code'
We appreciate the opportunity to provlde engineering servlces-to,theTo1v1-of Vall for thls project and look
forward to working with you again. Please let me kn6w f any further assistance or additlon'l information is
needed.
303-797-118?
Attachment D
ffiffi
Fller 0375
'.i.l r'ri r i.ttt
Attachment: E
Department of Public Worla & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-21 58
Fax: 970-479-2166
www.ci.vail.co.us
To: Bill Gibson, Planner
Department of Community Development
From: Greg Hall
Town of Vail Flood Plain Coordinator
RE: Pirateship Park Bridge Replacement
Date: September 17,2003
Pursuant to Section 12-12-3 (A)and (C) of the Town of Vail Code, the Pirateship Park Bridge
Replacement Project will not require an Environmental lmpact Report (ElR) for the following
reasons:
12-12-3: An environmental impact report shall not be required for the following projects:
A. Alteration, repair and maintenance oJ existing structures and site improvements.
This project is required maintenance on an existing bridge structure.
C. A project which, on the basis of a preliminary ewironmental assessment covering
each ofthefactors prescribed in Section 12'12-2 ofthis Chapter isfound to have an
insignificant impact on the environment. The preliminary environmental assessment and
the fnding on environmental impact shall be made by the Administrator'
Through a preliminary environmental assessment of the items in Section 12-12-2, the
Administrator has found that this project will have insignificant impact on ltems
A,B,C,D,E, and O. The remaining items are not applicable to this project.
Also, after reviewing the floodplain information and the attached letter provided by J.F. Sato and
Associates in relation to this project, it is my opinion that the construction of this project will not
adversely affect adjacent properties.
Sincerely,
"rnTown of Vail Floodolain Coordinator
{g r"n"uo r^r",
Attachment F
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'lllr PRIRATE SHIP PARK BRIDGE
VAIL VILI.J\GE
EAGLE COUNTY, COLORADO i#, ir,{, nil, ll
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VAILVILLAGE
EAGLE COUNTY, COLORADO
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THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Vail Town Code on
September 22,2003, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of:
A request for a conditional use permit pursuant to Section 12-7A-3, Vail Town Code; a major
exterior afteration pursuant lo 12-7A-12, Vail Town Code, to allow for modifications to the existing
fractional fee club and a restaurant addition; and a request for a building height variance pursuant
to Chapter 17, Vail Town Code, to allow for dormer additions, at the Vail Mountain Lodge and Spa,
located at 352 E. Meadow Drive / Tract B, Vail Village 1s Filing.
Applicant:
Planner:
Vail Mountain Lodge LLC, represented by Braun Associates, Inc.
George Ruther
A request for major exterior alteration pursuant to Sedion 12-7H-7, Vail Town Code, to allow for the
construction of new dwelling units and accommodation units at Vail Marriott Mountain Resort,
located at 715 West Lionshead Circle / Lots C and D, Morcus Subdivision, and Lot 7, Marriott
Subdivision
Applicant: Vail Mountain Marriott Resort, represented by Gwathmey, Pratt, SchulEArchitects.
Planner: George Ruther
A request for a floodplain modification pursuant to Chapter 14-6, Grading Standards, Vail Town
Code, to allow for the construction of new bridge abutments in the Mill Creek floodplain at Pirate
Ship Park located at Tract E, Vail Village 5m Filing
Applicant: Vail Resorts, represented by Town of VailPlanner: Bill Gibson
A request for a major subdivision pursuant to Chapter 13-3, Major Subdivision, Vail Town Code,
to allow for the platting of four lots at the Lionshead tennis court site and a rezoning pursuant to
Section 12-3-7, Administration, Vail Town Code, from Agriculture and Open Space zone district,
Vail Town Code, to Primary/Secondary Two-Family zone district, Vail Town Code, to allow for
the construction of single-family homes on the four proposed lots, located at 615 West Forest
Road/Unplatted ( A more complete metes and bounds legal description is available at the Town
of Vail Community Development Department)
Applicant: Vail Resorts, represented by Braun Associates, Inc.
Planner: Warren Campbell
The applications and information about these proposals are available for public inspection during regular
business hours at the Town of Vail Community Development Department office, 75 South Frontage Road. The
public is invited to attend the project orientation held in the Town of Vail Community Development Department
office and the site visits that precede the public hearing. Please call (970) 479-2138 for additional information.
Sign language interpretation is available upon request with 24-hour notification. Please call (970) 479-
2356, Telephone for the Hearing lmpaired, for additional information.
This notice published in the Vail Daily on September 5, 2003.
^\,\n
J'J
JFS&,
I E SATO AND ASSOT-IATES
Engineedng. Envitonmcnlal,
and kogram Managemenl S{}rvicee
5,1t98SoLrih Rapp Strect . ljltleton. C:(] l .)i?1)
phorre ij0j.l 7()7 l2ffr . Fax:j0'l r-v7 l ltt7
September L7,2003
Mr. Gregg Barrie, Landscape Architect
Town of Vail
Dept. of Public Works/ Transportation
1309 Elkhorn Drive
Vail, CO 81657
Re: Floodplain Study
Pirateship Park Bridge Replacement
Dear Gregg:
0375
The existing bridge floodplain analysis has been completed for the above referenced project as we have
discussed. As suspected, the analysis indicates that inclusion of the pedestrian bridge to the existing 1999
floodplain study currently under the FEMA 90-day appeal process does not create a condition where flow is
over-topping the structure. In fact, results indicate that the base flood elevation (BFE) is over two feet
below the lowest portion of the bridge structure and that all flow is contained within the channel of West Mill
Creek.
Our office has reviewed the drawings received from your office on September 16, 2003 for the proposed
replacement bridge and west abutment and compared the proposed design to survey data of the existing
bridge, abutments and channel of West Mill Creek. Given this information, we believe that the proposed
bridge improvements will meet the requirements of Town of Vail Code L?-2L-LO E, '...that the work will not
adversely affect adjacent properties, or increase the quantity or velocity of flood waters." This conclusion
has been reached based upon the assumption that the channel of West Mill Creek will remain essentially
unchanged from existing to proposed conditions. We recommend that an as-built survey be completed
following construction of the replacement bridge and associated abutment and the results evaluated for
compliance with the above stated Town Code.
We appreciate the opportunity to provide engineering services to the Town of Vail for this project and look
forward to working with you again. Please let me know if any further assistance or additional information is
Water Resources Project Manager
File: 0375
a
35054 r
' Pirateship Park
Neighborhood Addresses
2101-08248-002
Mary Ann Childers,
210'1-082-48-003 JayLevine
Maurice O
2101-082-48-004 Rhinehardttt
(southern lot
adjacent).2101-082-50-007 BarbaraMOsborne
Mill Creek Circle l
(inside loop) 2101-08249-001 Jay A Precourt
Locations
Mill Creek Circle
(adjacents)
Mill Greek Gircle
(southernlots) 2101-082-50-001
2101-08249-002 Richard D Bass Circle
I
Caulkins Residence 304 Mill Creek
2101-082-49-003 Trust Circle
Parcel #Owners Name
H.J. & Rnn Bectrer
Smead
Physical
Address
iC25 Mitt creer
Cir
t
315 Mill Creek
Cir
305 Mill Creek
Cir
303 Mill Creek
Cir
335 Mill Creek
Cir
328 Mill Creek
,Circle
312 Mill Creek
'e95 Mitt creer
crq!e
385 Mill Creek
Circle
East 55th St 30th Floor
NewYork. NY 10022
ZZZ e Cnestnut St 19 A&B
Chicago lL 6061 1
333 Key Palm Road
Boca Raton, FL 33432
utf ot aaibira M Osborne
2014 Sea Cove
HoustonJX 77058
328 Mill Creek Circle
Vail, CO 81657
PO eox +49
Winnsboro. TX 75494
I ereano] N Caulkins 1600
Broadway 1400 Denver,
co 80202
392 Mill Creek Circle
Vail, CO 81657
1200 17th st 1300
Denver, CO 80202
Angelina C Trustees
Box 1640
cA 93116
31ol Villey Oak Dr
'Loveland,
CO 80538
3145 Polo Drive
Gulf Stream, FL 33483
3145 Polo Dtite
Gulf Stream, FL 33483
395 Mill Creek Circle
Vail, CO 81657
10100 Reunion Place Suite
75O San
Antonio, fX78216-4171
c/o Tag Associates LTD
75 Rockefeller Plaza Suite
900
New York, NY 10019
2101-08249404 Norecordsavailable
Peter & Patrice 392 Mill Creek
2101-082-49-005 Knobel lcilclre
Thomas & Cydney 362 Mill Creek
i2101-082-49-006 Marsico lCircle
342 Mill Creek
2101-082-49407 Stephen J Redding Circle
Frances E Gunn 332 Mill Creek
302 Mill Creek
Circle
s07 Mitt creek
2101-082-49-010 W Grant Williams, ll Circle
PO
Goleta,
i21O1-082-50-002 ILC Realty LTD
2101-082-50-003
Elizabeth Ross
Johnson Revocable 375 Mill Creek
Trust Circle
Pirateshio Park
Neighborhood Addresses
Alejandro Burillo
2101-082-50-004 Azcarraga
2101-082-50-005
2101-082-50-006
12101-082-50-007
2101-0821-66-001
2101-0821-66-002
2101-082143-OO4
2101-0821-43-005
I
i2101-0821-43-006
12101-082143-007
Trust
I
N Higbie Circle
820 Management 345 Mill Creek
Trust Circle
Harley G & Lorraine 353 Mill Creek 1600 Broadway Ste 1400
Denver. CO 80202
ILee tr,t BisJ iiustee
201 Main Street
Worth, TX 76102
UIT of Barbara Osborne
eek 2014 Sea Cove
iHouston, T4 4058
356 Hanson Ranch Road
Vail, CO 81657
c/o ChristianElnc
365 Mill Creek
Circle
104 Del Court
Laredo, TX 78041
6345 Balboa Blvd
Building 4 Suite 375
Encino. CA 91316
itss tongNecr eoint
Darien. CT 06820
istonegate 664031 Kennett
Pike
Greenville, DE 19807
.eoo Prosteit Point
Bismarck, ND 58501
11509
11509
Ft
hristiana
Recreation
Access
Tivoli Lodge
356 Hanson
\ Ranch Rd) zsa Hanson
356 Hanson
Mad Jack Trust Ranch Rd
Joseph & Maura 356 Hanson
Collins Ranch Rd
trving -nO .Janet
Cox, William and 356 Hanson
Emily McCoy Ranch Rd
Jennifer Held 356 Hanson
Warford Ranch Rd
356 Hanson
lnc Ranch Rd
2101-0821-43-008 Gail S Siegal Ranch Rd
Rappaport Family 366 Hanson
2101-082142-OO3
I
Path I
2102-082142-OO4
2101-082142405
Ranch Rd
V?ilc9ry
Robert and Diane
I Lazier
278 Hanson
Ranch Rd'356
Hanson
Ranch Rd
PO Box 7
co 81658
PO Box 1325
co 81658
Vail,
Vail,
. ' Pirateshio Park
Neighborhood Addresses
2101-0821-69-37
2101-0821-69-38
278 Hanson
Ranch Rd
iR.
Howard Cannon
278 Hanson
Ranch Rd
2101-0821-69-39 lRobert H Cannon
278 Hanson
Ranch Rd
Felix Guzman No 16 Col El
Bridge Street
lnvestments LLC
278 Hanson
Ranch Rd
Parque 53390
Naucalpan Mexico
One Vail Place
JaredM&lreneM
Upper
2101-082-51-001 lDrescher
Harold Joseph
lSmead
JaredM&lreneM
Drescher
Vail,
2'to1-082-51-002 244 Wall St
Upper
2101-082-51-003 244 WallSt
2101-082-51-OO4 Luanne Wells 244 Wall St
450 Newport Ctr Dr
Suite 400
Newport Beach, CA 92660
2101-082-51{05 Luanne Wells
lntrawest Retail
244 Wall St
450 Newport Ctr Dr
Suite 400
Ngrynort Beach, CA 92660
221 Cotpo'ate Cir Suite Q
Golden, CO 80401
221 Corporate Cir Suite Q
Golden, CO 80401
244 Wall St
244 Wall St
244 Wall St
244 Wall St
221 Cotpoale Cir Suite Q
Golden, CO 80401
221 Corpo"ale Cir Suite Q
2101-082-51-009 Group,lnc
Intrawest Retail
2101-082-51-010 rGroup, lnc
lntrawest Retail
2101-082-51-01 1 Group, Inc
Golden. CO 80401-ii1 Corporate Cir Suite Q
244 Wall St Golden, CO 80401
221 Coroorate Cir Suite Q
Golden, CO 80401244 Wall St
PO Box 7
co 81658
l
lStt eridge Street
co 81657
Vail,
2101-082-51-012 lvqif Corp WallSt
Blanche Hill
Vail
2101-082-79-001 254 Bridge St
31 1 Bridge Street
co 81657
Hill Building
2101-082-79-OO2 Blanche Hill 31 1 Bridoe St
Vail,
Pirateship Park
Neighborhood Addresses
J
2101-0821-69-021 ]Georgie LLC
Bridge Street
lnvestments LLC
278 Hanson
iRanch Rd
278 Hanson
Ranch Rd
30 Madison House, The
Village 101
LondonAmies St
SWI 1 2JW, England
i retix ouimin No 16 cot El
Parque 53390
Naucalpan Mexico2101-0821-69-022
12101-0821-69-023
t
2101-0821-6*024
Robert & Nancy
Bartels Revocable
LTrust
Robert E Cannon
278 Hanson
Ranch Rd
278 Hanson
Ranch Rd
]2101-0821-69-025
I
:2101-0821-69-026
2101482',t-69.027
21014821-69-028
2101-0821-69-32
2101-0821-69-33
2101-0821-69-34
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2101-0821-69-35
2101-0821-69-36
Richard & Maryl
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Arnold Bisseger
Living Trust
Arthur C Cox QPR
Trust - Emma Jane
Arnold Bisseger
Livino Trust
3426 S Twyckenham Dr
South Bend, lN 46614
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
tSe+S Wind Ridge Road
30 Madison House, The
Village 101
Amies St London
SWl1 2JW, England
izozs s nttantic Ave 5 NE
Daytona Beach Shores, FL
32118
Cox QPR Trust
12001 Guilford Road
Annapolis Junction, MD
20701
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821-69-029
2101-0821-69-030 Bissegger Ranch Rd Racine. Wl 53402
2101-0821-69-31
Revocable Trust
Robert E Masterson 278 Hanson PO Box 390186
Real Estate Ranch Rd Omaha, NE 68139
3021 GarreGon Ave
Peter A. Bissegger 321 Bridge Street Corona, CA 92881
Arnold Bisseoer 278 Hanson
Living Trust Ranch Rd
Robert & Natalie lzTa Hanson
Fliccanrror Rannh Rrl
278 Hanson
Ranch Rd
278 Hanson
Ranch Rd
278 Hanson
Ranch Rd
278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
Addresses
ail Village Club
Bridge Street
Lodge
2101-0821-42-001
2101-0821-69-001
2101-0821-69-002
2101-0821-69-003
2101-0821-69-004
2101-0821-69-005
2101-0821-69-006
2101-0821-69-007
2101-0821-69-008
2101-0821-69-009
2101-0821-69-010
2101-0821-69-01 1
2101-0821-69-012
2101-0821-69-013
2101-0821-69-014
2101-0821-69-015
2101-0821-69-016
21014821-69-017
298 Hanson
Remonov & CO Inc Ranch Rd
278 Hanson
Riley-BSL LLC Ranch Rd
Colorado Ski 278 Hanson
Service, Inc Ranch Rd
Colorado Ski 278 Hanson
Service, Inc Ranch Rd
278 Hanson
Rad Three LLC Ranch Rd
278 hanson
Riley-BSL LLC Ranch Rd
Karl & Ursula 278 Hanson
Hoevelmann Ranch Rd
278 Hanson
Riley-BSL LLC Ranch Rd
278 Hanson
Riley-BSL LLC Ranch Rd
278 Hanson
Riley-BSL LLC Ranch Rd
278 Hanson
Vail Corp Ranch Rd
278 Hanson
John Kaemmer Ranch Rd
278 Hanson
John Kaemmer Ranch Rd
278 Hanson
Bolanovich Trust Ranch Rd
278 Hanson
Bolanovich Trust . Ranch Rd
278 Hanson
MBW Realty Ranch Rd
278 Hanson
Robert E Cannon Ranch Rd
Robert & Natalie 278 Hanson
Bissegger Ranch Rd
278 Hanson
Ranch Rd
PO Box 1888
Edwards, CO 81632
228 Bridge Street Vail,
co 81657
PO Box 2796 Vril,
co 81658
PO Box 2796 Vail,
co 81658
2i8 Bridge Street vair,
co 81657
228 Bridge Street Vail,
co 81657
161 S Golden Drive
sitt, co 81652'2r8 Bridge Street Va,.,
co 81657
228 Bridge Street Vail,
co 81657
228 Bridge Street Vail,
Robert E Masterson 278 Hanson
2101-0821-69-019 Real Estate Ranch Rd
Bridge Street Assoc 278 Hanson
2101-0821-69-020 LLC Ranch Rd
co 816s7
PO Box 7
co 81658
291 Bridge Street Vail,
Co 81657
291 Bridge Street Vail,
Co 81657
c/o John Kaemmer
434 Gore Creek Drive
Vail, CO 81657
c/o John Kaemmer
434 Gore Creek Drive
Vail, CO 81657
c/o Ron Riley
228 Bridge Street
Vail, CO 81657
Box 80407
Memphis, TN 38108
5345 Wind Ridge Road
Racine, Wl 53402
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
Revocable Trust
PO Box 390186
Omaha, NE 68139
2719 Ridgewood CT
Bloomfield Hill. Ml 48302
Arnold Bisseger
2101-0821-69-018 LivingTrust
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September 17,2003
Mr. Gregg Barrie, Landscape Architect
Town of Vail
Dept. of Public Works/ Transportation
1309 Elkhorn Drive
Vail, CO 81657
Re: Floodplain Study
Pirateship Park Bridge Replacement
Dear Gregg:
The existing bridge floodplain analysis has been completed for the above referenced project as we have
discussed, As suspected, the analysis indicates that inclusion of the pedestrian bridge to the existing 1999
floodplain study currently under the FEMA 90-day appeal process does not create a condition where flow is
over-topping the structure. In fact, results indicate that the base flood elevation (BFE) is over two feet
below the lowest portion of the bridge structure and that all flow is contained within the channel of West Mill
Creek.
Our office has reviewed the drawings received from your office on September 16, 2003 for the proposed
replacement bridge and west abutment and compared the proposed design to su rvey data ofthe existing
bridge, abutments and channel of West Mill Creek. Given this information, we believe that the proposed
bridge improvements will meet the requirements of Town of Vail Code L?-2I-IO E, "...that the work will not
adversely affect adjacent properties, or increase the quantity or velocity of flood waters." This conclusion
has been reached based upon the assumption that the channel of West Mill Creek will remain essentially
unchanged from existing to proposed conditions. We recommend that an as-built survey be completed
following construction of the replacement bridge and associated abutment and the results evaluated for
compliance with the above stated Town Code.
We appreciate the opportunity to provide engineering services to the Town of Vail for this project and look
forward to working with you again. Please let me know if any further assistance or additional information is
needed.
Sincerely,
Ross Horvath, P.E.
Water Resources Project Manager
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Department of Public Works & Transportation
1309 Elkhorn Drive
Vail. Colorado 81657
970-479-2158
Fax: 970-479-2166
www.ci.vail.co.us
Pirateship Park Bddge Replacement Project
Planning and Envaronmental Commission Memorandum
Town of Vail
September 22,2OO3
Purpose
Recent bridge inspections show that the existing pedestrian bridge over Mill Creek West, near
Pirateship Park, is in need of replacement. Much of its wooden support structure is broken or
starting to decay. However, the existing abutments have been determined to be structurally
sound. Concurrently, Vail Resorts is in the design process for the Vail's Front Door Project.
Part of the Front Door Project requires a new storm sewer system to discharge into Mill Creek
West in the area of the bridge.
In order to protect two large spruce trees on the western end of the bridge, the Town of Vail and
Vail Resorts are coordinating their respective projects. The Town of Vail proposes to remove
and replace the western bridge abutment, and in the process to install a sleeve through the
center of the abutment. The new storm sewer will daylight through the sleeve. Without
removing and replacing the abutment, one of the trees would be damaged, and likely removed,
by the new storm sewer.
Design
The proposed bridge is a prefabricated wooden bridge, and its design has been approved by
the Design Review Board. The concrete bridge abutments will have a stone veneer finish.
JF Sato and Associates has confirmed that the existing span between abutments is adequate to
accommodate 1O0-year flood waters, with approximately 2 feet of freeboard between the water
surface elevation and the bottom of the bridge.
The replaced bridge abutment will be constructed in approximately the same location as the
existing abutment. The location of the new abutment will be determined by a surveyor in order
to ensure precise placement. In addition, an as-built survey will be performed following
construction as confirmation and the new cross sections will be included in the new countywide
Floodplain Study currently in the review process.
Please note on the attached site plan that the proposed construction actually open the bridge
span by approximately 8" by using a thinner stone veneer.
The new storm sewer pipe will be installed through the abutment, however, it will be capped and
remain inactive until the storm sewer system design for the Front Door Project has been
approved.
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Gonstruction
Construction of the project requires approval of the U.S. Army Corps of Engineers. The C.O.E.
will require Nationwide Permits 18 - Minor Discharge. The Town is currently in the process of
acquiring this permit, which allows for fill below the ordinary high water mark. (i.e. once the
existing abutment is removed, the proposed abutment will be considered fill even though it is in
the same location).
During construction, the flow in Mill Creek West will be reduced by diverting some of the water
to Mill Creek East. Flow will NOT be entirely turned off. The Colorado Division of Wildlife has
agreed to this process in order to reduce the amount of potential sediment while working in the
creek. Additionally, in the work area, water will be diverted towards the eastern abutment using
sandbags to keep excavations as dry as possible and reduce sedimentation. Finally, a
dewatering technique using a 'dirtbag' will be used for any water that must be removed from the
excavation. Water basically filters into a sump, which is then pumped into a filter bag before
flowing back into the creek below the excavation. This is a standard procedure approved of by
the Colorado Department of Health. The Town has applied for a Dewatering Permit from the
Department of Health.
Closing
The timeline for this project is critical due to the poor condition of the bridge. Therefore, the
Town asks that the Planning and Environmental Commission's decision should be contingent
upon receipt of these permits. This will reduce delays as construction approaches. At this time,
the Town hopes to begin construction in mid October, with completion in early November upon
receipt of the bridge.
SEP 17 2003 5: 14P1'l J.F. SRTO & RSSOCIHTES 303-79?- 118?
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September 17,ZOO3
Mr. Gregg Barrie, LandscaPe Archited
Town of Vall
Dept, of Public Works/ Transportatlon
1309 Elkhorn Drive
Vail, CO 81657
Re: Floodplain Study
PirateshlP Park Bridge Replacement
Dear Gregg:
The o<isflng brldge floodplaln analysis has been colnpleted for the above referenced project as we have
discussed. As suspected, the analysis Indlcates that incluslon of the pedestrlan bridge to the e)dstlng 1999
floodplain study curren$y underthe FEMA90-day appeal Plocess does not create a condltion'where flow is
over-topping the structure, In factr results Indlcate that the base flood elevation (BFE) ls over hvo ftet
below the lowest portion of the brldge structure and that all flow is contained within the channel of West Mill
Creek.
our ofrice has rcviewed the drawings received from your office on September 16, 2003 for the proposed
replacement brldge and west abutment and compared the proposed design to survey data of the existing
bridge, abutments and channel of West Mlll Creek. Glven thls lnformatlon, we believe that the proposed
bridge improvements will nieet the requlrernents of Town of Vall Code 12-21-10 E, ''..that the wgrk Will not
adversely afiect adJac€nt prcpertles, or In$ease the quantity or veloclty of flood watens." Thls condusion
has been rleached based upon the assumption that the channel of West Mill Creek will remaln essentially
unchanged from exlstlng to proposed condltions. we recomrnend that an as-bullt survey be cornpleted
followhg construction of the replacement brldge and assoclated abutment and the results evaluated for
compliance wlth the above stated Town Code.
We appreciat€ the oppoftunity to provlde engineering services-to.the Toyl of Vall for thls project and look
i;r";fi ifi;[ing ilii1 vo" .'giin. ii"iie rei me kn6w lf any further asslstance or addltlonpl lnforrnatlon is
needed.
p.2
Ross Horvath,
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Flle: 0375
Department of Public Worl<s & Tiansportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2 r 58
Fax: 970-479-2166
www.ci.vail.co.us
To: Bill Gibson, Planner
Department of Community Development
From: Greg Hall
Town of Vail Flood Plain Coordinator
RE: Pirateship Park Bridge Replacement
Date: September 17,2003
Pursuant to Section 12-12-3 (A)and (C) of the Town of Vail Code, the Pirateship Park Bridge
Replacement Project will not require an Environmental lmpact Report (ElR) for the following
reasons:
I2-1L3: An environmental impact report shall not be requiredfor thefollowing ptoiects:
A. Alteration, repair and maintenance of existing structures and site improvements.
This project is required maintenance on an existing bridge structure.
C. A project which, on the basis of a preliminary environmental assessment covering
each of the factors presuibed in Section I2-12-2 of this Chapter is found to have an
insigniJicant impact on the environment. The preliminary environmental assessment and
the finding on environmental impact shall be made by the Administrator'
Through a preliminary environmental assessment of the items in Section 12-12-2, the
Administrator has found that this project will have insignificant impact on ltems
A,B,C,D,E, and O. The remaining items are not applicable to this project.
Also, after reviewing the floodplain information and the attached letter provided by J.F. Sato and
Associates in relation to this project, it is my opinion that the construction of this project will not
adversely affect adjacent properties.
Town of Vail Floodplain Coordinator
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TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
September 22,2003
A request for a floodplain modification pursuant to Chapter 14-6, Grading
Standards, Vail Town Code, to allow for the mnstruction of new bridge abutments in
the Mill Creek floodplain at Pirate Ship Park located at Tract E, Vail Village sft Filing.
Applicant Vail Resorts, represented by Town of Vail
Plannen BillGibson
il.
SUMMARY
The applicant, Vail Resorts, represented by Town of Vail, is requesting approval of a
floodplain modification pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to
allow for the construction of new bridge abutments in the Mill Creek floodplain. This
proposal facilitates both the replacement of an existing recreation path bridge and the
upgrading of the Town of Vail's storm water sewer system.
Based upon staffs review of the criteria in Section Vll of this memorandum and the
evidence and testimony presented, the Community Development Department recommends
that the Planning and Environmental Commission approve, with conditions, the requested
floodplain modification, subject to the findings noted in Section Vlll of this memorandum.
DESCRIPTION OF REQUEST
The applicant is proposing to modify the Mill Creek floodplain to allow for the construction of
replacement bridge abutments for the existing recreation path bridge at Pirate Ship Park.
The replacement abutments will be installed in approximately the same location as the
existing abutments, and therefore will have no significant impact on the existing Mill Creek
floodplain.
The purpose of replacing the existing bridge abutments is two fold: first the existing
pedestrian path bridge is structurally failing and is in need of replacement, and second the
Town's storm water sewer system is currently inadequate to accommodate the possible
future development of the Vista Bahn ski yard area.
A more complete description of the applicant's request has been attached for reference
(see Attachment C). Additionally, a floodplain study by J.F. Sato and Associates, a
consulting engineering firm; a review by the Town of Vail Floodplain Coordinator; and
architectural/engineering plans have been attached for reference (see Attachments D, E,
and F).
ilt.
1V.
Pursuant to Section 12-12-3, Vail Town Code, staff has determined that an Environmental
lmpact Report is not required for this proposal since this proposal is an 'alteration, repair
and maintenance of existing structures and site improvements" and "on the basis of a
preliminary environmental assessment covering each of the factors prescribed in Section
12-12-2" this project "is found to have an insignificant impact on the environment."
BACKGROUND
The Design Review Board reviewed the design review application associated with this
floodplain modification proposal at its August 20, 2003, public hearing. The Design Review
Board unanimously approved, with conditions, the design review application for the
proposed replacement bridge and abutments.
ROLES OF REVIEWING BODIES
Planninq and Environmental Commission:
The Planning and Environmental Commission is responsible for final approvaUapproval
with conditions/denial of a floodplain modification application.
Desiqn Review Board:
The Design Review Board has no review authority of a floodplain modification, but must
review any accompanying Design Review application.
Town Council:
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whetheror
not the Design Review Board or Planning and Environmental Commission erred with
approvals or denials and can uphold, uphold with modifications, or overtum the board's
decision.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
Staff provides a staff memo containing background on the property and provides a staff
evaluation of the project with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
APPLICABLE PLANNING DOCUMENTS
Town of Vail Zoninq Regulations (Title 12. Vail Town Code)
Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS
(in part)
v.
An environmental impact report shall not be required for the following
projects:
A. Alteration, repair and maintenance of existing structures and site
improvements.
B. A phase of a project for which an environmental impact report previously
was submitted and reviewed covering the entire project, provided that the
project was approved and not subsequently altered.
C. A project which, on the basis of a preliminary envircnrnenfal assessment
covering each of the factors prescibed in Section 12-12-2 of this Chapter is
found to have an insignificant impact on the environment. The preliminary
environmental assessmenf and the finding on environmental impact shall be
made by the Administrator.
Section't2-21 -10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in
part)
E. The Administrator may require any applicant or person desiing to modify
the flood plain by fill, construction, channelization, grading, or other similar
changes, to submit for review an environmental impact statement in
accordance with Chapter 12 of this Title, to esfab/t'sh that the wotu will not
adversely affect adjacent propefties, or increase fhe guantity or velocity of
flood waters.
Town of Vail Development Standards Handbook (Title 14, Vail Town Code)
Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GRADING
STANDARDS (in part)
Floodplain Sfandards:
No grading is permifted in the 1)1-year floodplain without Planning and
Environmental Commission approval. lf an applicanf wishes to grade into
the 100-year floodplain, an environmental impact report is required. The
environmental impact report shall include impacts to vegetation, ripaian
areas, appropiate hydraulic engineering calculations to show no increase in
water surface profile and velocity, as well as sfafing that there will be no
adverse impacts to adjacent properties. No permanent improvements shall
be constructed within 1' of the floodplain line.
The floodplain line shall be determined by a registered professional land
suveyor by plotting the appropriate elevation of the floodplain on a
maximum 1"-20' topographic 2' contour map using the adopted Town of Vail
flood profiles (the Federal Emergency Management Agency Flood lnsurance
Study). The topographic survey shall reveal the method for determining the
stafting point and the stafting elevation for the floodplain delineation. A site
specific study performed by a Professional Engineer per FEMA guidelines
and approved by the Town of Vail and FEMA may be required.
vl.PRELIMINARY ENVIRONMENTAL ASSESSMENT
ln accordance with Sub-section 12-12-3C, Vail Town Code, staff has conducted a
preliminary environmental assessment covering each of the factors prescribed in
Section 12-12-2, Vail Town Code:
A. Alters an ecological unit or land form, such as a ridgeline, saddle, draw,
ravine, hillside, cliff, slope, creek, marsh, watercourse, or other natural
land form feature.
Staff response: This proposal will have an insignificant impact on this factor.
B. Directly or indirectly affects a wildlife habitat, feeding, or nesting
ground.
Staff response: This proposal will have an insignificant impact on this factor.
C. Alters or removes native grasses, trees, shrubs, or other vegetative
cover.
Staff response: This proposal will have an insignificant impact on this factor.
D. Affects the appearance or character of a significant scenic area or
resource, or involves buildings or other structures that are of a size, bulk,
or scale that would be in marked contrast to natural or existing urban
features.
Staff response: This proposal will have an insignificant impact on this factor.
E. Potentially results in avalanche, landslide, siltation, settlement, flood, or
other land form change or hazard to health and safety.
Staff response: This proposal will have an insignificant impact on this factor.
F. Discharges toxic or thermally abnormal substances, or involves use of
herbicides or pesticides, or emits smoke, gas, steam, dust, or other
particulate matter.
Staff response: This factor to not applicable to this proposal.
G. Involves any process which results in odor that may be objectionable or
damaging.
Staff response: This factor to not applicable to this proposal.
H. Requires any waste treatment, cooling, or settlement pond, or requires
transportation of solid or liquid wastes to a treatment or disposal site.
Staff response: This factor to not applicable to this proposal.
l. Discharges significant volumes of solid or liquid wastes.
Staff response: This factor to not applicable to this proposal.
J. Has the potential to strain the capacity of existing or planned sewage
disposal, storm drainage, or other utility systems.
Staff response: This factor to not applicable to this proposal.
K. lnvolves any process which generates noise that may be offensive or
damaging.
Staff response: This factor to not applicable to this proposal.
L. Either displaces significant numbers of people or results in a significant
increase in population.
Staff response: This factor to not applicable to this proposal.
M. Preempts a site with potential recreational or open space value.
Staff response: This factor to not applicable to this proposal.
N. Alters local traffic patterns or causes a significant increase in traffic
volume or transit service needs.
Staff response: This factor to not applicable to this proposal.
O. ls a part of a larger project which, at any future stage, may involve any
of the impacts listed in this Section.
Staff response: This factor to not applicable to this proposal.
VII. CRITERIA AND FINDINGS
A. The Planninq and Environmental Commission shall consider the followinq criteria
when reviewinq an application for a modification to the floodplain:
1. The proposed floodplain modification will not increase the quantity or
velocity of flood waters.
Staff response: The technical analysis provided by J.F. Sato and
Associates, dated September 17, 2002, states that this proposal will not
increase the quantity or velocity of flood waters (see Attachment D). The
Town of Vail Floodplain Coordinator has reviewed and confirmed this
opinion (see Attachment E).
2. The proposed floodplain modification will not adversely affect
adjacent properties.
Staff response: The technical analysis provided by J.F. Sato and
Associates, dated September 17,2002, states that this proposal will not
adversely affect adjacent properties (see Attachment D). The Town of Vail
Floodplain Coordinator has reviewed and confirmed this opinion (see
Attachment E).
B. The Planninq and Environmental Commission shall make the followinq findinos
before approving a floodplain modification:
1. The proposed floodplain modification will not increase the quantity or velocity
of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
VIII. STAFFRECOMMENDATION
The Community Development Department recommends that the Planning and
Environmental Commission approve, with conditions, the proposed floodplain
modification, pursuant to Chaptert4€, Grading Standards, Vail Town Code, to allowforthe
construction of new bridge abutments in the Mill Creek floodplain at Pirate Ship Park. Staffs
recommendation is based upon the review of the criteria in Section Vll of this memorandum
and the evidence presented, subject to the following finding:
1. The proposed floodplain modification will not increase the quantity or
velocity of flood waters, based upon the technical analysis provided by
J.F. Sato and Associates, dated September 17,2002.
2. The proposed floodplain modification will not adversely affect adjacent
properties, based upon the technical analysis provided by J.F. Sato and
Associates, dated September 17, 2002.
3. Pursuant to Section 12-12-3, Vail Town Code, submittal of an
Environmental lmpact Report is not required for this proposal.
Should the Planning and Environmental Commission choose to approve this floodplain
modification request, the Community Development Department recommends the following
conditions:
1. The applicant shall submit proof of US Army Corp of Engineers approval of
a Nationwide Permit 18 - Minor Discharge to the Town of Vail Community
Development Department prior to the issuance of building and grading
permits.
2. The applicant shall submit a stamped lmprovement Location Certificate and
"as-built" topogr:aphic survey to the Town of Vail Community Development
Department for review and approval, prior to Town of Vail final consfirction
inspection.
IX. ATTACHMENTS
A Mcinity Map
B. Public Notice
C. Applicant's letter of request
D. J.F. Sato and Associates Floodplain Study
E. Town of Vail Floodplain Coordinator's review
F. Architectural/Engineering Plans
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
Vail Mountain Lodge LLC, represented by Braun Associates, Inc.
George Ruther
Attachment B
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Vail Town Code on
September 22,2003, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of:
A request for a conditional use permit pursuant to Section 12-7A-3, Vail Town Code; a major
exterior alteration pursuant to 12-7A-12, Vail Town Code, to allow for modifications to the existing
fractional fee club and a restaurant addition; and a request for a building height variance pursuant
to Chapter 17, Vail Town Gode, to allow for dormer additions, at the Vail Mountain Lodge and Spa,
located at 352 E. Meadow Drive / Tract B, VailVillage 1" Filing.
Applicant:
Planner:
A request for major exterior alteration pursuant to Section 12-7H-7, Vail Town Code, to allow for the
construction of new dwelling units and accommodation units at Vail Marriott Mountain Resort,
located at 715 West Lionshead Circle / Lots C and D, Morcus Subdivision, and Lot 7, Marriott
Subdivision
Applicant Vail Mountain Marriott Resort, represented by Gwathmey, Pratt, Schultz Architects.
Planner: George Ruther
A request for a floodplain modification pursuant to Chapter 14-6, Grading Standards, Vail Town
Code, to allow for the construction of new bridge abutments in the Mill Creek floodplain at Pirate
Ship Park located at Tract E, Vail Village 5h Filing
Applicant Vail Resorts, represented by Town of Vail
Planner: Bill Gibson
A request for a major subdivision pursuant to Chapter 13-3, Major Subdivision, Vail Town Code,
to allow for the platting of four lots at the Lionshead tennis court site and a rezoning pursuant to
Section 12-3-7, Administration, Vail Town Code, from Agriculture and Open Space zone district,
Vail Town Code, to Primary/Secondary Two-Family zone district, Vail Town Code, to allow for
the construction of single'family homes on the four proposed lots, located at 615 West Forest
Road/Unplatted ( A more complete metes and bounds legal description is available at the Town
of Vail Communig Development Department)
Applicant: Vail Resorts, represented by Braun Associates, Inc.
Planner: Warren Campbell
The applications and information about these proposals are available for public inspection during regular
business hours at the Town of Vail Community Development Department office, 75 South Frontage Road. The
public is invited to attend the project orientiation held in the Town of Vail Community Development Department
office and the site visits that precede the public hearing. Please call (970) 479-2138 for additional information.
Sign language interpretation is available upon request with 24-hour notification. Please call (970) 479-
2356, Telephone for the Hearing lmpaired, for additional information.
This notice published in the Vail Daily on September 5, 2003.
,,\'\n
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Pirateship Park
Neighborhood Addresses
/ Locations Parcel #Owners Name
Physical
Address Mailing Address
Mill Creek Circle
(adjacents)2101-08248-001 Martha Head
325 Mill Creek
Cir
325 Mill Creek Cir
Vail. CO 81657
2101-08248-002
Judith Roth and
Howard P.
Berkowitz
315 Mill Creek
Cir
cio HPB Associates 65
East 55th St 30th Floor
NewYork. NY 10022
2101-082-48-003
Mary Ann Childers,
Jay Levine
305 Mill
Cir
Creek 222 E Chestnut St 19 A&B
Chicago lL 6061 1
210148248-004
Maurice O
Rhinehardt
303 Mill Creek
Cir
333 Key Pdm Road
Boca Raton, FL 33432
(southern lot
adjacent)2101-082-50-007 Barbara M Osborne
335 Mill Creek
Cir
UIT of Barbara M Osborne
2014 Sea Cove
Houston. TX 77058
Mill Creek Circle
(inside loop)2101-082-49-001 Jay A Precourt
328 Mill Creek
Circle
328 Mill Creek Circle
Vail, CO 81657
2101-08249402 Richard D Bass
312 Mill Creek
Circle
PO Box 439
Winnsboro. TX 75494
2101-082-49-003
Caulkins Residence
Trust
304 Mill Creek
Circle
Eleanor N Caulkins 1600
Broadway 1400 Denver,
co 80202
210148249-004 No records available
2101-082-49-005
Peter & Patrice
Knobel
392 Mill Creek
Circle
392 Mill Creek Circle
Vail, CO 81657
2101-082-49-006
Thomas & Cydney
Marsico
362 Mill Creek
Circle
1200171h St 1300
Denver. CO 80202
2101-08249-007
I
Stephen J Redding
1
342 Mill Creek
Circle
Angelina C Trustees PO
Box 1640 Goleta,
cA 93116
2101-082-49-008
Frances E Gunn
Trust
332 Mill Creek
Circle
3101 Valley Oak Dr
Loveland, CO 80538
2101-082.49-009
W Grant Williams
Family Partnership
LP
302 Mill Creek
Circle
3145 Polo Drive
Gulf Stream. FL 33483
2101-082-49-010 W Grant Williams, ll
302 Mill Creek
Circle
3145 Polo Drive
Gulf Stream. FL 33483
Mill Creek Circle
(southern lots)2101-082-50-001
H.J. & Ann Becher
Smead
395 Mill Creek
Circle
395 Mill Creek Circle
Vail. CO 81657
2101-082-50-002 ILC Realty LTD i
385 Mill Creek
Circle
10100 Reunion Place Suite
750 San
Antonio, TX78216417'l
2101-082-50-003
Elizabeth Ross
Johnson Revocable
Trust
375 Mill Creek
Circle
do Tag Associates LTD
75 Rockefeller Plaza Suite
900
New York. NY 10019
. Pirateship Park
. Ngighborhood Addresses
2101-082-50-004
Alejandro Burillo
Azcarraga
365 Mill Creek
Circle
104 Del Court
Laredo, TX 78041
2'1 0 1 -082-50-005
Harley G & Lorraine
N Higbie
353 Mill Creek
Circle
1600 Broadway Ste 1400
Denver. CO 80202
2101-082-50-006
820 Management
Trust
345 Mill Creek
Circle
Lee M Bass Trustee
201 Main Street Ft
Worth. TX 76102
210'1-082-50-007
Barbara M Osborne
Truslee
335 Mill Creek
Circle
UIT of Barbara Osborne
2014 Sea Cove
Houston, TX 77058
Christiana 2101-0821-66-001 Christiania LTD
356 Hanson
Ranch Rd
356 Hanson Hancn Koao
Vail, CO 81657
2101-0821-66-002 Chamber Coro
356 Hanson
Ranch Rd
c/o Christiania Inc
356 E Hanson Ranch Rd
Vail. CO 81657
2101-0821-66-003 Mad Jack Trust
356 Hanson
Ranch Rd
c/o Singer Burke & Co.
6345 Balboa Blvd
Building 4 Suite 375
Encino, GA 91316
2101-082143-001
Joseph & Maura
Collins
356 Hanson
Ranch Rd
155 Long Neck Point
Darien. CT 06820
2101-082143-002
lrving and Janet
Cox, William and
Emily McCoy
356 Hanson
Ranch Rd
Stonegate 66 4031 Kennett
Pike
Greenville, DE 19807
2101-082143-003
Jennifer Held
Warford
356 Hanson
Ranch Rd
800 Prospect Point
Bismarck, ND 58501
2101-082143-004 Kaciana Association
356 Hanson
Ranch Rd
c/o Heywood H Davis
1930 City Ctr Sq
1100 Main
Kansas City, MO 64105
2101-0821 -43-005 Maura M Collins
356 Hanson
Ranch Rd
155 Long Neck Point
Darien, CT 06820
2'101-082143-006 Urbanova. S.A. lnc
356 Hanson
Ranch Rd
c/o Robert C Kenney PC
PO Box 1835 Vail,
co 81658
2101-082143-007 Gail S Siegal 1
356 Hanson
Ranch Rd
1526 Bay Blvd
Atlantic Beach, NY 1 1509
2101-082143-008 Gail S Siegal
356 Hanson
Ranch Rd
1526 Bay Blvd
Atlantic Beach, NY 11509
2101-082142-003
Rappaport Family
Trust
366 Hanson
Ranch Rd
16379 Skyline Blvd
Woodside, CA 9462
Recreation Path
Access 2102-082142404 Vail Corp
278 Hanson
Ranch Rd
PO Box 7 Vail,
co 81658
Tivoli Lodge 2101-082142-005
Robert and Diane
Lazier
356 Hanson
Ranch Rd
PO Box 1325 Vail,
co 81658
Pirateshio Park
Neighborhood Addresses
ll rv |
"n,"
2101-0821-69-37 Robert E Cannon
278 Hanson
Ranch Rd
PO Box 80407
Memphis, TN 80407
2101-0821-69-38 R. Howard Cannon
278 Hanson
Ranch Rd
% Buckeye Cellulose Corp
7574 Poplar Ave
Germantown. TN 38138
2101-0821-69-39 Robert H Cannon
278 Hanson
Ranch Rd
482 E Racquet Club Pl
Memphis, TN 371 17
2101-0821-6940
Bridge Street
lnvestments LLC
278 Hanson
Ranch Rd
Felix Guzman No 16 Col El
Parque 53390
Naucaloan Mexico
One Vail Place 2101-082-51-001
JaredM&lreneM
Drescher 244 WallSt
100 Wilson Blvd Upper
Mall 800
Arlington, Va22209
2101-082-51-002
Harold Joseph
Smead 244 Wall St
395 Mill Creek Circle Vaii,
co 81657
2101-082-51-003
JaredM&lreneM
Drescher 244 Wall St
100 Wilson Blvd Upper
Mall 800
Arlington, Va22209
2101482-51-004 Luanne Wells 244 WallSt
450 Newport Ctr Dr
Suite 400
Newport Beach, CA 92660
2101-082-51-005 Luanne Wells 244 WallSt
450 Newoort Ctr Dr
Suite 400
Newport Beach, CA 92660
2101-082-51-006
lntrawest Retail
Group, Inc 244 Wall St
221 Corporale Cir Suite Q
Golden, CO 8040'1
2't01-082-51-007
lntrawest Retail
Group, Inc 244 Wall St
221 Corporate Cir Suite Q
Golden. CO 80401
2101-082-51-008
Intrawest Retail
Group, Inc 244 Wall St
221 Corporale Cir Suite Q
Golden. CO 80401
2101-082-51-009
lnhawest Retail
Group, Inc 244 Wall St
221 Corponle Cir Suite Q
Golden. CO 80401
210'1-082-51-010
lntrawest Retail
Group, Inc 244 Wall St
221 Corporate Cir Suite Q
Golden, CO 80401
2101-082-51-011
lntrawest Retail
Group, Inc 244 Wall St
221 Corporate Cir Suite Q
Golden. CO 80401
2101-082-51-012 Vail Corp 244 Wall St
PO Box 7 Vail,
co 81658
Hill Building 2101-082-79-001 Blanche Hill 254 Bridge St
311 Bridge Street Vail,
co 81657
2101-082-79-002 Blanche Hill 311 Bridge St
31 1 Bridge Street Vail,
co 81657
Pirateship Park
Neighborhood Addresses
-J
J
2101-0821-69-021 Georgie LLC
278 Hanson
Ranch Rd
30 Madison House, The
Village 101
Amies St London
SWI 1 2JW, England
2101-0821-69-022
Bridge Street
Investments LLC
278 Hanson
Ranch Rd
Felix Guzman No 16 Col El
Parque 53390
Naucaloan Mexico
2101-0821-69-023
Robert & Nancy
Bartels Revocable
Trust
278 Hanson
Ranch Rd
3426 S Twyckenham Dr
South Bend, lN 46614
2101-0821-6*024 Robert E Cannon
278 Hanson
Ranch Rd
Box 80407
Memphis, TN 38108
2101-0821-69-025 MBW Realty
278 Hanson
Ranch Rd
c/o Clark Willingham 3878
Oak Lawn Ste 400 Dallas,
TX752194469
2101-0821-69-026
Robert & Nancy
Bartels Revocable
Trust
278 Hanson
Ranch Rd
3426 S Twyckenham Dr
South Bend, lN 46614
2't01-0821-69-027
Bridge Street Assoc
LLC
278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
21 01 -0821 -69-028
Bridge Street Assoc
LLC
278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
2101-0821-69-029
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821-69-030
Robert & Natalie
Bissegger
278 Hanson
Ranch Rd
5345 Wind Ridge Road
Racine, Wl 53402
2101-0821-69-31
Robert E Masterson
Real Estate
278 Hanson
Ranch Rd
Revocable Trust
PO Box 390186
Omaha. NE 68139
2101-0821-69-32 Peter A. Bissegger 321 Bridge Street
3021 Garretson Ave
Corona. CA 92881
2101-0821-69-33
Richard & Maryl
Georgi
278 Hanson
Ranch Rd
30 Madison House, The
Village 101
Amies St London
SW1 1 2JW, England
2101-0821-69-34
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
2101-0821 -69-35
Arthur C Cox QPR
Trust - Emma Jane
278 Hanson
Ranch Rd
Cox QPR Trust
12001 Guilford Road
Annapolis Junction, MD
20701
2101-0821-69-36
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
Pirateshio Park
N borhood Addresses
."1
V
fail Village Club 2101-082142-001 Remonov & CO Inc
298 Hanson
Ranch Rd
PO Box 1888
Edwards, CO 81632
Bridge Street
Lodge 21014821-69-001 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vai.,
co 81657
2101-0821-69-002
Colorado Ski
Service, Inc
278 Hanson
Ranch Rd
PO Box 2796 Vail.
co 81658
2101-0821-69-003
Colorado Ski
Service, lnc
278 Hanson
Ranch Rd
PO Box 2796 Vail.
co 81658
2101-0821-69-004 Rad Three LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821-69-005 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-082'1-69-006
Karl & Ursula
Hoevelmann
278 Hanson
Ranch Rd
161 S Golden Drive
silt. co 81652
2101-0821-69-007 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821€9-008 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821€9-009 Riley-BSL LLC
278 Hanson
Ranch Rd
228 Bridge Street Vail,
co 81657
2101-0821-69{10 Vail Corp
278 Hanson
Ranch Rd
PO Box 7 Vail,
co 81658
2101-0821S$011 John Kaemmer
278 Hanson
Ranch Rd
291 Bridge Street Vail,
Co 81657
2101-0821-69412 John Kaemmer
278 Hanson
Ranch Rd
291 Bridge Street Vail,
Co 81657
2101-0821-69-013 Bolanovich Trust
278 Hanson
Ranch Rd
c/o John Kaemmer
434 Gore Creek Drive
Vail. CO 81657
2101-082149414 Bolanovich Trust
278 Hanson
Ranch Rd
c/o John Kaemmer
434 Gore Creek Drive
Vail. CO 81657
2101-0821-69-015 MBW Realty
278 Hanson
Ranch Rd
c/o Ron Riley
228 Bridge Skeet
Vail, CO 81657
2101-0821-69-016 Robert E Cannon
278 Hanson
Ranch Rd
Box 80407
Memphis, TN 38108
2101-0821-69-017
Robert & Natalie
Bissegger
278 Hanson
Ranch Rd
5345 Wind Ridge Road
Racine, Wl 53402
2101-0821-69-018
Arnold Bisseger
Living Trust
278 Hanson
Ranch Rd
2625 S Atlantic Ave 5 NE
Daytona Beach Shores, FL
32118
21 01-0821 -69-01 I
Robert E Masterson
Real Estate
278 Hanson
Ranch Rd
Revocable Trust
PO Box 390186
Omaha. NE 68139
2101-0821-69-020
Bridge Street Assoc
LLC
278 Hanson
Ranch Rd
2719 Ridgewood CT
Bloomfield Hill, Ml 48302
RAMS HORN IODGE CONDONIINTUM ASSOCTATION
OWNERS ROSTER
SUITE
1 A'R'IL Hotilings' PTYLTI)
%Alfred & ShirleY Horan
Uoite 10 l-auderdale Ave
Fablight" N's'w' 2094
Australia
2 TYM lnternationat LTD, -
%Guillerrno & TikY DeVela'sco
Valle #140
Mexico 20 D'F' 01900
Mexico
3 *Four-Klnvestments
o/'Bob &Myrna $chlegel
4835 LBJDallas ParkwaY #700
Dallas' TX'75244
- Hlill#"Kffi;; Qa iYlo-rc;rec t* -
ffi -s'r\\e--L-
5 *Norman&HonevK'rtz i\tKtT \ eoe.7
6 Eton Road
Scarsdale. N.Y' 10583
6 See Suite 5
Z See Suite 3
I See Suite 15
9 E4ene & Caroline StoecldY
5i68 Vistalvfiguel' LaC:rnada'CA9101i-1858
1'd ue9rlIxH auerg Ptt:60 gO 9I JdU
OWNERSROSTER'
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Attachment: C
TOWN OF VAIL
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-21 58
Fax: 970-479-2 166
www.ci.vail.co.w
Pirateship Park Bridge Replacement Project
Planning and Environmental Commission Memorandum
Town of Vail
September 22,2003
Purpose
Recent bridge inspections show that the existing pedestrian bridge over Mill Creek West, near
Pirateship PLrk, is in need of replacement. Much of its wooden support structure is broken or
starting to decay. However, the existing abutments have been determined to be structurally
sound: Concuriently, Vail Resorts is in the design process for the Vail's Front Door Project.
Part of the Front Door Project requires a new storm sewer system to discharge into Mill Creek
West in the area of the bridge.
In order to protect two large spruce trees on the western end of the bridge, the Town of Vail and
Vail Resorts are coordinatlng their respective projects. The Town of Vail proposes to remove
and replace the western bridge abutment, and in the process to install a sleeve through the
center of the abutment. The new storm sewer will daylight through the sleeve. Without
removing and replacing the abutment, one of the trees would pe damaged, and likely removed'
by the new storm sewer.
Design
The p-roposed bridge is a prefabricated wooden bridge, and its design has been approved by
the Design Review Board. The concrete bridge abutments will have a stone veneer finish'
JF Sato and Associates has confirmed that the existing span between abutments is adequate to
accommodate 10g-year flood waters, with approximately 2 feet of freeboard between the water
surface elevation and the bottom of the bridge.
The replaced bridge abutment will be constructed in approximately the same location as the
existing abutmentl The location of the new abutment will be determined by a surveyor in order
to ensure precise placement. In addition, an as-built survey will be performed following
construction as confirmation and the new cross sections will be included in the new countywide
Floodplain Study currently in the review process.
Please note on the attached site plan that the proposed construction actually open the bridge
span by approximately 8" by using a thinner stone veneer.
The new storm sewer pipe will be installed through the abutment, however, it will be capped and
remain inactive until the storm sewer system design for the Front Door Project has been
approved.
{S ""no*r r",
Construction
Construction of the project requires approval of the U.S. Army Corps of Engineers. The C.O.E.
will require Nationwide Permits 18 - Minor Discharge. The Town is currently in the process of
acquiring this permit, which allows for fill below the ordinary high water mark. (i.e. once the
existing abutment is removed, the proposed abutment will be considered fill even though it is in
the same location).
During construction, the flow in Mill Creek West will be reduced by diverting some of the water
to Mill Creek East. Flow will NOT be entirely turned off. The Colorado Division of Wildlife has
agreed to this process in order to reduce the amount of potential sediment while working in the
creek. Additionally, in the work area, water will be diverted towards the eastern abutment using
sandbags to keep excavations as dry as possible and reduce sedimentation. Finally, a
dewatering technique using a "dirtbag" will be used for any water that must be removed from the
excavation. Water basically filters into a sump, which is then pumped into a filter bag before
flowing back into the creek below the excavation. This is a standard procedure approved of by
the Colorado Department of Health. The Town has applied for a Dewatering Permit from the
Department of Health.
Closing
Thetime|ineforthisprojectiscritica|duetothepoorconditionofthebridge.Therefore,the
Town asks that the Planning and Environmental Commission's decision should be contingent
upon receipt of these permits. This will reduce delays as construction approaches. At this time,
the Town hopes to begin construction in mid October, with completion in early November upon
receipt of the bridge.
SEP 1'l 2OD3 5:14PM J.F. SHTO & RSSOCIRTES 303-797-1187
Ii'ng&rcslnlt Brrtr:lnnrsntal'
m{ Prootnr ltllnruP|t|ctrl S'rqicrt
581)ll So;rlh ll6p?.Qitc.t ' Llr&ron. CO 80120
phonu l!{I].19?"t200 . Fax 303.,197.118?
*,ww.i{ratacrm
JFSSm,
r n s/ffo AND ASsooArF-c
September !7,2oo3 0375
Mr. Gregg Barrie, Landscape Architect
Town of Vail
Dept. of Public Works/ Transportatlon
1309 Elkhorn Drive
Vall, CO 81657
Re: Floodplain Study
Pirateship Park Brid ge RePlacement
Dear Gregg:
The existing bridge floodplaln analysis has been completed for the above referenced project as we have
discussed. As suspected, the analysis lndicates that incluslon ofthe pedestrian bridge to the existing 1999
floodplain study currenuy underthe FEl,lA 90-day appeal Process does not create a condition'where flow is
over-topping u1e structure. In fact, results lndicate that the base flood elevation (BFE) ls over b/vo fieet
below the lowest portion of the brtdge *ructure and that all Row ls contained within the channel of west Mill
Creek.
Our ofiice has reviewed the drawings received from your office on September L6' 2OO3 for the proposed
replacement bridge anct west abutment and compared the proposed design to survey data of the existing
bridge, abutments and channel of west Mill creek. Given this information, we believe that the proposed
bridge improvements wiil meet the requirements of Town of Vail Code tz-zl-Lo E. "..'that lhe wqrk will not
adversely affect adjacent properties, or lncrease the quantity or velocity of flood watet€'4 This conclusion
has been reached based upon the assumption that the channel of west Mill Creek will remain essentially
unchanged from existlng to proposed conditions. We recommend that an as-bullt survey be completed
following construction of the replacement brldge and assoclated abutment and the results evaluated for
compliance with the above stated Town Code.
WeappreciatetheopPortunitytoprovideengineeringserv|ces-to.theTownofVai|forthisprojectand|ook
forward to working *itn Vou r'erini pt.".. lei me kn6w lf any further asslstance or additionPl Information is
needed,
Attachment D
File: 0375
I irAttachment: E ,
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-21 58
Fax:970-479-2166
www.ci.vail.co.us
To: Bill Gibson, Planner
Department of Community Development
From: Greg Hall
Town of Vail Flood Plain Coordinator
RE: Pirateship Park Bridge Replacement
Date: September 17,2003
Pursuant to Section 12-12-3 (A)and (C) of the Town of Vail Code, the Pirateship Park Bridge
Replacement Project will not require an Environmental lmpact Report (ElR) for the following
reasons:
12-12-3: An environmental impact report shall not be requiredfor the following proiects:
A. Alteration, repair and maintenance of existing structures and site improvements.
This project is required maintenance on an existing bridge structure.
C. A project which, on the basis of a preliminary environmental assessment cowring
each of the factors prescribed in Section 12-12-2 of this Chapter is found to have an
insignificant impact on the environment. The preliminary environmental assessment and
the finding on environmental impact shall be made by the Administrator.
Through a preliminary environmental assessment of the items in Sectlon 12-12-2, the
Administrator has found that this project will have insignificant impact on ltems
A,B,C,D,E, and O. The remaining items are not applicable to this project.
Also, after reviewing the floodplain information and the aftached letter provided by J.F. Sato and
Associates in relation to this proiect, it is my opinion that the construction of this project will not
adversely affect adjacent properties.
Sincerely,
"rQ,Town of Vail Floodplain Coordinator
{g *"n"t*r^ro
Attachment F
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PIRATESHIP PARK BRIDGE REPLACEMENT
SITE PLAN
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VAIL VILTAGE
EAGLE COUNTY, COLORADO
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PIRATESHIP PARK BRIDGE REPLACEMENT
SITE PLAN
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VAIL VIL1AGE
EAGLE COUNTY, COLORADO
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PRIRATE SHIP PARK BRIDGE
VAIL VIIIAGE
EAGLE COUNTY, COTORADO
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxt 970.479.2452
web: wwwci.vail.co. us
Prciect Name: Pirateship Park Bridge DRB Number: DRB030328
Project Description:
RECONSTRUCTION OF PIMTE SHIP PARK BRIDGE OVER MILL CREEK ON TMCT H,
Pafticipants:
OWNER VAIL CORP 08i13/2003 Phone:
PO BOX 7
VAIL CO
81558
License:
APPUCANT TOWNOFVAIL 0811312003 Phone:970-479-2100
75 S FRONTAGE RD
VAIL, CO
81657
License:
CONTMCTORTOWN OF VAIL 08/13/2003 Phone:
75 S FRONTAGE RD
VAIL, CO
81657
License: 463-B
Project Addressr Location:
legal Description: [ot: Block: Subdivision: VAIL VILLAGE FIUNG 5
Parcel Number: 210108242008
Comments: See Conditions
BOARD/STAFF ACTION
Motion By: Dave Viele Action: APPROVED
Second By: Hans Woldrich
Vote: 3-0 DateofApproval: 08/20/2003
Conditions:
C.ond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not consUtute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0006079
The applicant shall match the stone to be placed on the abutments to the stone on
the Vista Bahn Builidng, which is believed to be moss rock.
Planner: Warren Camobell DRB Fee Paid: $0.00
,.-
T0l,VNm
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2739 tax: 970.479.2452
web: www.ci.vail,co.us
General Information:
All p@ects requiring design review must receive approval prior to submitting a building permit application' Please
refer to the submittal requirements for the pafticular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by tire Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental C-ommission'
Design review approval lapses unless a building permit is issued and construction comrnences within
one year of the approval.
Description of the Reque4' ? E * - ., =
3;,or-r o re.i- lt1 r',- (e;cn ,-.-tL.j-
- 1rl.->LocaUon of the Proposal: LoI-Block:-
Name(s) of Owner(s):
Physical Address:
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no')
Zoning:
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
rQ1o) X'lS- 2.c11
Mailing Address:
E-mail Address:
Type of Review and Fee:
tr Signs
tr Conceptual Review
tr New Constructiontr Addition
Minor Alteration
(multFfamily/commercial)
Minor Alteration
(sin gle-fa mily/du plex)
Changes to Appro/ed Plans
Separation Request
+
tr
tr
n
Phone: q-2o .J?1-23\7
v. Ct",-^ Fax: 4 ) ct r-t 1 4 2- t 6b
$50 Plus $1.00 per square foot of total sign area'
No Fee
$650 For @nstruction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 addlUons & interior conversions).
$250 For minor changes to buildings and site improvements, sucfi as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as'
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by
Design Review Board.
No Fee
For Office Use Only:
Fee Paid:
Planning Staff or the
.";*-old
From: Gregg BanieTo: Doris FloresDate: 08/051200311:'11:47 AMSulriect Parcel #
I was finally able to track dom the parcel# for the bridge project...
The parcef # for Tract E, Vail Village 5th filing, is210'148242-008. For some reason, it shows up as lot
005 on our parcel map and without a block #.
Let me knonr if you need anything else.
Thanks,
Gregg
r0r4ft,t)
Design Review Board
ACTION FORM
Department of Crmmunity Development
75 South Frontage Roa4 Vail, Golorado 81557
tel: 97O.479.2L39 taxi 97 0.479.2452
web: www.ci.vail.co.us
Project Name: PIMTESHIP PARK DRB Number: DRB040230
Project Description:
RENOVATION OF PIMTESHIP PARK
Participants:
OWNER VAILCORP 06/04/2004 Phone:
PO BOX 7
VAIL
co 81658
Li@nse:
APPUCANT TOWN OF VAIL 06104/7004 Phone: 970479-2100
75 S FRONTAGE RD
VAIL, CO
81557
License: 463-8
ProjectAddress; Location:
Legal Descripdon: Loe TR E Block Subdivision: VAIL VILLAGE FIUNG 5
Parcel Number: 210108242008
Comments:
BOARD/STAFF ACTION
Motion By: ROGERS Action: APPROVED
Second By: PROPER
Vote: 4-0 Dateof Apprcvalz 0il0il2W4
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to @nstruction activities.
Cond: 201
DRB apprwal shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building perrnit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Bill Gibson DRB Fee Paid: $0.00
,r*m
ffilr:i*"tlJrTfr?i:$" review must receive app,ovar prior to submittins a buirdine permit apprication' ?lease
refer to the submittal requirements for the particula' tpptoutiinit-ii-tequesteO' An application for Design Review
@nnot be accepted untl arr re-qu-irei informat'ron is receivJ ;;d1; d;;'"ity Deveiopment Department' The
project may atso need to O"'rJi.*.. iiV ifr! r9y. Corniitnbloilne nannin! and Environmental Comm*s.n'
Design review approvat tapses unless a building p".}i;'Gfu and construction commences within
one year of llre aPProval.
''if't'
Application for Design Review
Department of Community Developme-nt --
Zs ioitn Frontage Road, Vail, Colorado 8-1657
tel 970,479.2139 fax: 970'479'2452
web: www'd'vail'co'us
Description of the Regue slt Aff Qa't *- nt- Tv tr (' 't fua t$c Wuo't*+""r
Location of the Prcposa l, totTT 6glock:-5ubcliyig'on1 -TV?4!d- I , UA-r L v' el-'+oe
Physical Address:I\,4
Parcel No.: 'ZlAttg:=aZa8-
=.(Contact
Eagle Co' Assessor at 970-328-8540 for parcel no')
zoning: # e
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s);
Phone:
A4S
Name of APPlicant:Ge'aou S6*'etz
Mailing Address:
f-rn"i| mOt"sst a-Vrfie@ o^lgot'eo^Fax:
Type of Review and Feel
n Sigrc
tr /onceptual Review
ff New Constructiontr Addition
tr Minor Alteration
(multi-fa milY/commercial)
tr Minor Alteration
(si n gle-familY/duPlex)
tr Changes to APProved Plans
tr SeDaration Request
Plus $1.00 per square foot of total sign area'
IVED
JUN 0 3 2004
$s0
No Fee
$6so
$300
$2s0
$20
For construction of a new building or demo/rbyip' ---,.
For an addition where square fitage is added.to. any,residential or
.Jrrl"iti nuiroing (includes 250 aiditions & interior conversions)'
i.i tit*ih..sesio buildings and site improvements' such as'
;;rd -piiniing, window actditions' landscaping' fences and
retaining walls, etc''r"i *""oi.n."s.s to buildings and site improvements' such as'
reroofing, painting, winctol/f idditiont, landxaping' fences and
retaining walls, etc.
$20 i.i,."Li..t io plans already approved by Planning staff or the
Design Review Board'
No Fee
Phone:
-Z'QL
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-21 58
Fax: 970-479-2166
www.vailgov.com
Pirateship Park Renovation Prolect
Design Review Board Applicatlon
Applicant:
Town of Vail, Colorado
Attn: Gregg Barrie
1309 Elkhorn Drive
Vail, CO 81657
Phone: (970) 479-2337
Fax (970) 479-2166
Propefi Owner:
Town of Vail, Colorado
75 South Frontage Road
Vail, CO 81657
Project Location:
Pirateship Park, near Vail Village, along West Mill Creek.
The Work:
Pirateship Park has been a Vail Village landmark since its construction in the early 1970's.
Unfortunately, like many things, the years and use have taken a toll on the park and the Pirateship
play structure.
The proposed renovation will follow the original design intent of the park. That is, an artistic pirateship
structure, with a simple site plan that blends with our mountain environment. Town stalf is working
with local artist Ty Gillespie to create an exciting new Pirateship that will continue Vail's tradition of
including art in our play areas. The new structure will provide expanded play opportunities while at the
same time meeting current playground safety guidelines.
The new play structure is to be tabricated with a steel frame, and covered with wood siding. lt is a
multilevel structure, and will incorporate wooden details, steel railings, and various custom and
prefabricated play components. Play leatures include a crow's nest, net climbers, a slide, ships wheel,
talk tubes, an accessible bow sprit, and a plank. Additional features include a tot swing, and a
wooden row boat mounted on a large spring.
The site plan will incorporale boulders, native plantings, exposed aggregate walkways, and a wooden
"wharf" into an intimate play area that provides adequate salety surfacing while not dominating the
surrounding area. The entire site will be accessible for persons with disabilities. Existing vegetation
will be maintained and protected, and the highly eroded stream bank ol Mill Creek West will be
stabilized and improved for stream access.
Construction is tentatively scheduled for September and October of 2004.
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,-#Planning and Environmental Commission
ACTION FORM
Deparlmert of Community Devdopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2Lfi fax: 970.479.2452
web: www.ci.vail.co.us
PEC Number: PEC0,10035
Floodplain modification: request for approval of modification of ^,17 lineal feet of stream bank
stabilization (in the floodplain) involving the placement of 5-5 boulders as steps into the stream
from the play area
Project Name: PIMTESHIP STREAMSIDE STABIL
Project Description:
Pafticipants:
OWNER VAILCORP
PO BOX 7
VAIL
co 816s8
License:
APPUCANT VAILCORP
PO BOX 7
VAIL
co 81658
License:
Project Address:
340 HANSON MNCH ROAD (APPROX.)
06/02/2004 Phone:
06/02/2004 Phone:
Location:
tegal Description: Loh TR E Block: Subdivision: VAIL VILLAGE FIUNG 5
Parcel Number: 210108242008
Comments: seeconditions
Motion By:
Second By:
Vote:
Conditions:
Kjesbo
Viele
6-0-0
BOARD/STAFF ACTION
Action: APPROVED
Date of Approvalz O7 | L212004
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: CON0006551
prior to final construction inspection (^,end of Sep.), a stamped ILC and as-built
topo survey must be submitted for review to ComDev by the applicant
Cond: CON0006552
The applicant shall comply with all requirements of all necessary state and federal
permits and approvals
Planner: ElisabethEckel PEC Fee Paid: $0.00
ORIGINAL
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
July'12,2004
A request for a floodplain modification, pursuanl to Chapter 14-6, Grading
Standards, Vail Town Code, to allow for stream bank stabilization of a portion of
West Mill Creek located at Pirateship Park, 340 Hanson Ranch Road, Tract
El/ail Village sth Filing.
Applicant: Town of Vail, represented by Gregg BarriePlanner: Elisabeth Eckel
il.
SUMMARY
The applicant, the Town of Vail, is requesting approval of a floodplain modification,
pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modification
to the stream bank of a portion of Mill Creek West, located at Pirateship Park, 340
Hanson Ranch Road, Tiact E/Vail Village 5m Filing, in order to mitigate further erosion oJ
the stream bank dru'io heavy foot traffi-c. Based IpbnEiaTf's review=--oflhe ciitEiieln-
Seclion Vll of this memorandum and the evidence and lestimony presented, the
Community Development Department recommends that the Planning and Environmental
Commission approve, with conditions, the requested floodplain modification, subject
to the findings noted in Section Vlll of this memorandum.
DESCRIPTION OF REQUEST
The applicant is proposing 1o modify a seventeen foot (17') portion of the West Mill Creek
strearir'bank tocdteci at PiTateship parnF ftaison nanch-Ro?E Tract EA/ail Village Sth
Filing. Through the stabilization of eroded sections of the bank further erosion will be
avoided. (A vicinity map has been attached for reference [Altachmenl A]). The proposed
improvemenls involve the excavation of a portion of the existing bank and the placement
of iivE-oisixTo-ulders aions
=ireafiEd!fl-in-ihe
same locaiion as the existing,
eroded stream bank. The boqldeElry!!_lg placed as steos into the stream and the top of
the stream bank will be leveled- rc cre"r" a batt'iiom ihEplavEiea to the creek. An
additional step will be added approximatel)l ten feet from the edge of the stream to make
up the orage. The applicant has stated that the boulders will encroach "only slightly into
the stream from the exisling eroded edge..." However, "by stepping the stream bank
back, the cross section of the stream will actually increase in size".
The work will be performed during the early part of September 2004 and will occur
simultaneously with the diversion of Mill Creek West into Mill Creek East. The diversion
ol Mill Creek West into Mill Creek Easl was planned as a part ol the Vail Village
Streetscape Project that involves replacing the culverts under Hanson Ranch Road. The
coordination of the two projects will prevent the possibility of erosion and sedimentation
during the slabilization construction. Any dirt or sediment resulting from the work on the
stream bank will be removed from the stream bed after the boulders have been placed
and prior to the release of water back into the Creek.
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A site plan and cross seclion of the proposed work are attached for reference
(Anachment B). Additionally, the US Army Corps of Engineers approval letter has been
attached (Attachment C).
Pursuant to Section 12-12-3, Vail Town Code, staff has delermined that an Environmental
lmpact Report is not required for this proposal since it is included as an "alteration, repair
and maintenance of existing structures and sile improvements" and "on the basis of a
preliminary environmental assessmenl covering each of the factors prescribed in Section 12-
12-2" this project was not "found to have an insignificant impact on the environment."
BACKGROUND
The project site, the west stream bank of Mill Creek West, is adjacent to an existing
playground, Pirateship Park. Mill Creek West is accessible from the play area and has been
regularly accessed for the past thirty years. As a result, a section of the stream bank
approximately seventeen feet (17') long has been heavily eroded and the plant material in
the area has worn away. The purpose of the project is to reduce further erosion and
potential siltation. The Design Review Board approved the design review application for
Pirateship Park at its July 7 , 2004 public hearing.
ROLES OF REVTEWNG BgptES
Plannino and Environmental Commission:
The Planning and Environmental Commission is responsible for final approval/approval
with conditions/denial of a floodplain modification application.
Desion Review Board:
The Design Review Board has no review authority of a floodplain modification, but musl
review any accompanying Design Review application.
Town Council:
Aclions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whether or
not the Design Review Board or Planning and Environmental Commission erred with
approvals or denials and can uphold, uphold with modifications, or overlurn the board's
decision.
Slaff :
The stalf is responsible for ensuring that all submiftal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
Statf provides a memo containing background on the property and provides a staff
evaluation of the projecl with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
V. APPLICABLE PLANNING DOCUMENTS
Town of Vail Zonino Reoulalions ffitle 12. VailTown Gode)
Section 1 2-1 2-2, APPLICAB ILITY
An environmental impact report shallbe submitted to the Administrator for any
project for which such a report is required by Federal or State law, or for any
project which the Administrator determines may significantly change the
environment, either during construction or on a continuing basis, in one or more
of the following respects:
A. Alters an ecological unit or land form, such as a ridgeline,
saddle, draw, ravine, hillside, cliff, slope, creek, marsh,
watercourse, or other natural land form feature.
B. Directly or indirectly affects a wildlife habitat, feeding, or
nesting ground.
C. Alters or removes native grasses, trees, shrubs, or other
vegetative cover.
D. Affects the appearance or character of a significant scenic
area or resource, or involves buildings or other structures
that are of a size, bulk, or scale that would be in marked
contrast to natural or existing urban features.
E. Potentially results in avalanche, landslide, siltation,
settlement, flood, or other land form change or hazard to
health and safety.
F. Discharges toxic or thermally abnormal substances, or
involves use of herbicides or pesticides, or emits smoke,
gas, steam, dust, or other particulate matter.
G. lnvolves any process which results in odor that may be
objectionable or damaging.
H. Rquires any waste treatment, cooling, or settlement pond,
or requires transportation of solid or liquid wastes to a
treatment or disposal sife.
l. Discharges significant volumes of solid or liquid wasfes.
J. Has the potential to strain the capacity of existing or
planned sewage disposal, storm drainage, or other utility
systems.
K. lnvolves any process which generafes nor.se that may be
offensive or damaging.
L. Either displaces significant numbers of people or results in
a significant increase in population.
M. Preempts a site with potential recreational or open space
value.
N. Alters local traffic patterns or causes a significant increase
in traffic volume or transit service needs.
ls a part of a larger project which, at any future stage, may
involve any of the impacts listed in this Section. (Ord.
8(1e73) S 16.200)
Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS
An environmental impact report shall not be required for the following projects:
A. Alteration, repair and maintenance of existing structures
and site improvements.
B. A phase of a project for which an environmental impact
report previously was submifted and reviewed covering the
entire project, provided that the proiect was approved and
n ot su bseq u e ntly altered.
C. A project which, on the basis of a preliminary environmental
assessment covering each of the factors prescribed in
Section 12-12-2 of this Chapter is found to have an
insignificant impact on the environment. The preliminary
environmental assessment and the finding on
environmental impact shall be made by the Administrator.
(Ord. 8(1973) S 16.300)
Section 12-21-10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in
part)
A. No structure shall be built in any tlood hazard zone or red avalanche
hazard area. No structure shall be built on a slope of forty percent (40"/4
or greater except in Single-Family Residential, Two-Family Residential, or
Two-Family Primary/Secondary Residential Zone Districts. The term
"structure" as used in this Section does not include recreational structures
that are intended for seasonal use, not including residential use.
E. The Administrator may require any applicant or person desiring to modify
the flood plain by fill, construction, channelization, grading, or other similar
changes, to submit for review an environmental impact statement in
accordance with Chapter 12 of this Title, to establish that the work will not
adversely affect adjacent properties, or increase the quantity or velocity of
flood waters.
Town of Vail Development Standards Handbook ffitle 14. Vail Town Code)
Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GRADING
STANDARDS (in part)
Ftoodptain Standards:
No grading is permitted in the 110-year floodplain without Planning and
Environmental Commission approval. If an applicant wishes to grade into the
100-year floodplain, an environmental impact report is requireQ,/ The
/environmental impact report shall include impacts to vegetatiorl(riparian
'/ areas, appropriate hydraulic engineering calculations to show no increase in
4
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water surtace profile and velocity, as well as stating that there wJl be no
adverse impacts to adjacent properties. No permanent improvenlents shall
be constructed within 1' of the floodplain line.
The floodplain line shall be determined by a registered professional land
surueyor by plotting the appropriate elevation of thefloodplain on a maximum
1"-20'topographic 2' contour map using the adopted Town of Vailflood
profiles (the Federal Emergency Management Agency Flood lnsurance
Study). The topographic suruey shall revealthe method for determining the
starting point and the starting elevation for the floodplain delineation. A site
specific study performed by a Professional Engineer per FEMA guidelines
and approved by the Town of Vail and FEMA may be required.
PRELIMINARY ENVIRONMENTAL ASSESSMENT
ln accordance with Sub-section 12-12-3C, VailTown Code, Staff has conducled a
preliminary environmental assessment covering each of the factors prescribed in Section
12-'12-2, Vail Town Code. Ihe applicant's response to the criteria in sub-section 12-12-3
has been attached for additional reference (Attachment D).
A. Alters an ecological unit or land form, such as a ridgeline, saddle, draw,
ravine, hillside, clitf, slope, creek, marsh, watercourse, or other natural land
form feature.
Slaff response: This proposal will have an insignificant impact on these factors.
B. Directly or indirectly affects a wildlife habitat, feeding, or nesting ground.
Staff response: This proposal will have an insignificant impact on these factors.
C. Alters or removes native grasses, lrees, shrubs, or other vegetative
cover.
Staff response: This proposal will have an insignificant impact on this factor since
native grasses and vegetation are non-existenl due to erosion.
D. Atfects the appearance or character of a significant scenic area or
resource, or involves buildings or other structures that are of a size, bulk,
or scale that would be in marked contrast to natural or existing urban
features.
Statf response: This proposal will have an insignificant impact on this factor.
E. Potentially results in avalanche, landslide, siltation, settlement, flood, or
other land form change or hazard to health and safety.
Staff response: This proposal will have an insignificant impact on this factor.
F. Discharges toxic or thermally abnormal substances, or involves use of
herbicides or pesticides, or emits smoke, gas, steam, dust, or other
particulate matter.
Staff response: This factor is not applicable lo lhis proposal.
G. Involves any process which results in odor that may be obiectionable or
damaging.
Staff response: This factor is not applicable lo this proposal.
H. Requires any waste treatment, cooling, or settlement pond, or requires
transportation of solid or liquid wastes to a treatment or disposal site.
Staff response: This lactor is not applicable to lhis proposal.
l. Discharges significant volumes of solid or liquid wastes.
Staff response: This factor is not applicable to this proposal.
J. Has the potential to straan the capacity of existing or planned sewage
disposal, storm drainage, or other utility systems.
Staff response: This factor is not applicable to this proposal.
K. lnvolves any process which generates noise that may be offensive or
damaging.
Staff response: This factor is not applicable to this proposal.
L. Either displaces significant numbers of people or results in a significant
increase in population.
Staff response: This factor is not applicable to lhis proposal.
M. Preempts a site with potential recreational or open space value.
Staff response: This factor is not applicable to this proposal.
N. Alters local traffic patterns or causes a significant increase in traffic
volume or transit service needs.
Staff response: This factor is not applicable to this proposal.
O. ls a part of a larger project whlch, at any luture stage, may involve any of
the impacts listed in this section.
Staff response: This factor is not applicable to lhis proposal.
VII. CRITERIA AND FINDINGS
A. The Plannino and Environmenlal Commission shall consider the followino criteria
when reviewino an aoplication for a modification to the floodplain:
1. The proposed floodplain modification will not increase the quantity or
velocity of llood waters.
Staff response: Though the width of the streambed will increase slightly, the
quantity or velocity of flood waters would not be affected.
2. The proposed floodplain modification will not adversely atlect adiacent
properties.
Staff response: This proposal will nof adversely affect adjacent properties, a
fact which the Town of Vail Floodplain Coordinator has reviewed and
confirmed.
B. The Plannino and Environmental Commission shall make the followino findinos
before aoprovino a floodplain modification:
1. The proposed floodplain modification will not increase the quantity or velocity
of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
VIII. STAFFRECOMMENDATION
The Community Development Department recommends that the Planning and
Environmenlal Commission approve, with conditions, lhe proposed floodplain
modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for
the stabilization of a portion of the stream bank of Mill Creek West located at Pirateship
Park, 340 Hanson Rinch Road, Tract El/ail Village sth Filing. Staff's recommendation is
based on the review of the criteria in Section Vll of this memorandum and the evidence
presenled, subject to the following findings:
1. The proposed floodplain modification will not increase the quantity or
velocily of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
3. Pursuant to Section 12-12-3, Vail Town Code, submittal of an
Environmental lmpact Report is not required for this proposal.
Should the Planning and Environmental Commission choose to approve this floodplain
modification request, the Community Development Department recommends the following
conditions:
o
1. The applicant shall submit a stamped lmprovement Location Certilicate and
"as-built" topographic survey to the Town of Vail Community Development
Department for review and approval, prior tg fggnpryaitl4gl colgluctig!-
inspectiqn.
2. The applicant shall comply with all requirements of all necessary state and
federal permits and approvals.
IX. ATTACHMENTS
A. Vicinity Map
B. Site plan and cross section of work
C. US Army Corps of Engineers approval letler
D. Applicant's response
E. Public Notice
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmenlal Commission
Community Development Deparlment
July'12,2004
A request for a floodplain modification, pursuant to Chapter 14-6, Grading
Standards, Vail Town Code, to allow for stream bank stabilization of a portion of
West Mill Creek located at Pirateship Park, 340 Hanson Ranch Road, Tract
EA/ail Village 5n Filing.
Applicant: Town of Vail, represented by Gregg BaniePlanner: Elisabeth Eckel
ll.
SUMMARY
The applicant, the Town of Vail, is requesting approval of a floodplain modification,
pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for modification
lo the stream bank of a portion of Mill Creek West, located at Pirateship Park,340
Hanson Ranch Road, Tiact EiVail Village 5m Filing, in order to mitigate lurther erosion ol
the stream bank due to heavy foot traffic. Based upon Staff's review of the criteria in
Section Vll of this memorandum and the evidence and teslimony presented, the
Community Development Department recommends that the Planning and Environmental
Commission approve, with conditions, the requested lloodplain modification, subject
1o the findings noted in Section Vlll of this memorandum.
DESCRIPTION OF REQUEST
The applicant is proposing to modify a sevenleen foot (17') portion of the West Mill Creek
stream'bank bcdted at Piiateship Park, 340 Hanson Rancfr Road, Tract EA/ail Village Sth
Filing. Through the stabilization of eroded sections of the bank further erosion will be
avoided. (A vicinity map has been attached for reference [Attachmenl A]). The proposed
improvements involve the excavation of a portion of the exisling bank and the placemeht
of five or six boulders along the stream edge, in the same localion as the existing,
eroded slream bank. The boulders will be placed as steps into lhe stream and the top of
the stream bank will be leveled to create a path from the play area to the creek. An
additional step will be added approximately ten feet from the edge of the stream to make
up the grade. The applicant has stated that the boulders will encroach "only slightly inlo
the stream from lhe existing eroded edge..." However, "by stepping the stream bank
back, lhe cross seclion of the slream will actually increase in size".
The work will be performed during the early part of September 2004 and will occur
simultaneously with the diversion of Mill Creek West inlo Mill Creek East. The diversion
of Mill Creek West into Mill Creek East was planned as a part of the Vail Village
Streetscape Project that involves replacing the culverts under Hanson Ranch Road. The
coordination of the lwo projects will prevent the possibility of erosion and sedimentation
during the stabilization construction. Any dirt or sediment resulting from the work on the
stream bank will be removed from the slream bed after the boulders have been placed
and prior to the release of water back into lhe Creek.
1
ilt.
A site plan and cross section of the proposed work are attached for reference
(Attachment B). Additionally, the US Army Corps of Engineers approval letter has been
attached (Attachment C).
Pursuanl to Section 12-'12-3, VailTown Code, staff has determined that an Environmental
lmpact Report is nol required for this proposal since it is included as an "alteration, repair
and maintenance of existing structures and site improvemenls" and "on the basis of a
preliminary environmental assessmenl covering each of the factors prescribed in Seclion 12-
12-2" this project was not "found to have an insignificant impact on the environment."
BACKGROUND
The project site, the west stream bank of Mill Creek West, is adjacent to an existing
playground, Pirateship Park. Mill Creek West is accessible from the play area and has been
regularly accessed for the past thirty years. As a result, a seclion of the slream bank
approximately sevenleen feet (17') long has been heavily eroded and the plant material in
the area has worn away. The purpose of lhe projecl is to reduce further erosion and
potential siltation. The Design Review Board approved the design review application for
Pirateship Park at its July 7,2004 public hearing.
ROLES OF REVIEWING BODIES
Plannino and Environmental Commission:
The Planning and Environmental Commission is responsible for final approvaUapproval
with condition9denial of a floodplain modification applicalion.
Desion Review Board:
The Design Review Board has no review authority ol a floodplain modificalion, but must
review any accompanying Design Review application.
Town Council:
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluales whether or
not the Design Review Board or Planning and Environmental Commission erred with
approvals or denials and can uphold, uphold with modifications, or overturn the board's
decision.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
Staff provides a memo containing background on the property and provides a statf
evaluation of the project with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
tv.
V. APPLICABLE PLANNING DOCUMENTS
Town ol Vail Zonino Requlations fiitle 12. VailTown Code) )
Section 12-1 2-2, APPLICABI LITY
An environmental impad report shall be submitted to the Administrator for any
project for which such a report is required by Federal or State law, or for any
project which the Administrator determines may significantly change the
environment, either during onstruction or on a mntinuing basis, in one or more
of the following respects:
A. Alters an ecologicalunit or land form, such as a ridgeline,
saddle, draw, ravine, hillside, cliff, slope, creek, marsh,
watercourse, or other natural land form feature.
B. Directly or indirectly affects a wildlife habitat, feeding, or
nesting ground.
C. Alters or removes native grasses, trees, shrubs, or other
vegetative cover.
D. Affects the appearance or character of a significant scenic
area or resource, or involves buildings or other structures
that are of a size, bulk, or scale that would be in marked
contrast to natural or existing urban features.
E. Potentially results in avalanche, landslide, siltation,
settlement, flood, or other land form change or hazard to
health and safety.
F. Discharges toxic or thermally abnormal substances, or
involves use of herbicides or pesticides, ot emits smoke,
gas, steam, dust, or other particulate matter.
G. lnvolves any process which results in odor that may be
objectionable or damaging.
H. Requires any waste treatment, cooling, or settlement pond,
or requires transportation of solid or liquid wastes to a
treatment or disposal site.
l. Discharges significant volumes of solid or liquid wastes.
J. Has the potentialto strain the capacity of existing or
planned sewage disposal, storm drainage, or other utility
s/stems.
K. lnvolves any process which generates noise that may be
offensive or damaging.
L. Either displaces significant numbers of people or results in
a signilicant increase in population.
M. Preempts a site with potential recreational or open space
value.
N. Alters local traffic pafterns or causes a significant increase
in traffic volume or transit service needs.
3
ls a part of a larger project which, at any future stage, may
involve any of the impacts listed in this Section. (Ord.
8(1973) S 16.200)
"
Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS
An environmental impact report shall not be required for the following projects:
Alteration, repair and maintenance of existing structures
and site improvements.
A phase of a project for which an environmental impact
report previously was submitted and reviewed uvering the
entire project, provided that the project was approved and
n ot s ubs eq u ently altered.
A project which, on the basis of a preliminary environmental
assessmenf covering each of the factors prescribed in
Section J 2:!2-:2 of this Chapter is tound to have an
insignificant impact on the environment. The preliminary
environmental assessrnent and the finding on
environmental impact shall be made by the Administrator.
(ord.8(1973) S 16.300)
o.
B.
c.
Section 1 2-2't -1 0E, HAZARD R EG ULATIONS, DEVELOPMENT RESTRICTED (in
part)
A. No structure shall be built in any flood hazard zone or red avalanche
hazard area. No structure shall be built on a slope of forty percent (40%)
or greater except in Single-Family Residential, Two-Family Residential, or
Two-Family Primary/Secondary Residential Zone Districts. The term
"structure" as used in this Section does not include recreational structures
that are intended for seasonal use, not including residential use.
E. The Administrator may require any applicant or person desiring to modify
the flood plain by fill, construction, ch4nnelization, grading, or other similar
changes, to submit for review an environmental impact statement in
accordance with Chapter 12 of this Tttle, to establish that the work will not
adversely affect adjacent properties, or increase the quant$ or velocity of
flood waters.
Toqn of Vail Development Slandards Handbook fiitle 14. VailTown Code)
Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GRADING
STANDARDS (in part)
Ftoodplain Standards:
No grading is permitted in the 100-year floodplain without Planning and
Environmental Commission approval. lf an applicant wishes to grade into the
100-year floodplain, an environmental impact report is required. The
environmental impact report shall include impacts to vegetation, riparian
areas, appropriate hydraulic engineering calculations to show no increase in
vt.
water surtace profile and velocity, as well as stating that there will be no
adverse impacts to adjacent properties. No permanent improvements shall
be constructed within 1'of the floodplain line.
The floodplain line shallbe determined by a registered professional land
surveyor by plotting the appropriate elevation of the floodplain on a maximum
1'-20'topographic 2' contour map using the adopted Town of Vail flood
profiles (the Federal Emergency Management Agency Flood lnsurance
Study). The topographic survey shall revealthe method tor determining the
starting point and the starting elevation for the floodplain delineation. A site
specific study pertormed by a Professional Engineer per FEMA guidelines
and approved by the Town of Vail and FEMA may be required.
PRELIMINARY ENVIRONMENTAL ASSESSMENT
In accordance with Sub-section 12-12-3C, VailTown Code, Staff has conducted a
preliminary environmenlal assessmenl covering each of the factors prescribed in Section
12-12-2, Vaif Town Code. Ihe applicant's response to the criteria in sub-section 12-12-3
has been attached for additional reference (Attachment D).
A. Alters an ecological unit or land form, such as a ridgeline, saddle, draw,
ravine, hillside, cliff, slope, creek, marsh, watercourse, or other natural land
form fealure.
Staff response: This proposal will have an insignificant impact on these factors.
B. Directly or indirectly aflects a wildlile habitat, feeding, or nesting ground.
Staff response: This proposalwill have an insignificant impact on these factors.
C. Atters or removes native grasses, lrees, shrubs, or other vegetative
cover.
Staff response: This proposal will have an insignificant impact on this factor since
native grasses and vegetation are non-existent due lo erosion.
D. Attects the appearance or character of a significant scenic area or
resource, or involves buildings or other structures that are of a size, bulk,
or scale that would be in marked contrasl to natural or existing urban
features.
Staff response:This proposal will have an insignificant impact on this factor.
E. Potentially results in avalanche, landslide, siltation, seltlement, flood, or
other land form change or hazard to health and safety.
Staff response:This proposal will have an insignilicant impact on this factor.
F. Discharges loxic or thermally abnormal substances, or involves use ol
herbicides or pesticides, or emits smoke, gas, sleam' dust, or olher
)
particulate matter.
Staff response: This factor is not applicable to this proposal.
G. Involves any processwhich results in odor that may be objectionable or
damaging.
Staff response: This factor is not applicable lo this proposal.
H. Requires any waste treatment, cooling, or settlement pond, or requires
transportation of solid or liquid wasles lo a treatment or disposal site.
Staff response: This factor is not applicable to lhis proposal.
l. Discharges significant volumes of solid or liquid wastes.
Staff response: This factor is not applicable to this proposal.
J. Has the potential lo slrain the capacity of existing or planned sewage
disposal, storm drainage, or other utility systems.
Staff response: This factor is not applicable to this proposal.
K. lnvolves any process which generates noise that may be offensive or
damaging.
Staff response: This factor is nol applicable to this proposal.
L. Either displaces significant numbers of people or results in a significant
increase in population.
Staff response: This factor is not applicable to this proposal.
M. Preempts a site with potential recreational or open space value.
Staff response: This factor is not applicable to this proposal.
N. Alters local traffic patterns or causes a slgnificant increase in traffic
volume or transit service needs.
Statf response: This factor is nol applicable to this proposal.
O. ls a part of a larger project which, at any future stage, may involve any of
the impacts listed In this section.
Staff response: This factor is not applicable to this proposal.
vil.CRITERIA AND FINDINGS
A. The Planninq and Environmental Commission shall consider the followino criteria
when reviewinq an application Jor a modification to the floodolain:
1. The proposed floodplain modification will not increase the quantity or
velocity of flood waters.
Staff response: Though the width of the streambed will increase slightly, the
quantity or velocity of flood waters would not be affected.
2. The proposed floodplain modification will nol adversely attect adjacent
properties.
Staff response: This proposal will not adversely affect adjacent properties, a
fact which the Town of Vail Floodplain Coordinator has reviewed and
confirmed.
B. The Planninq and Environmental Commission shall make the followinq findinos
before aoprovinq a floodplain modification:
1. The proposed floodplain modification will not increase the quantity or velocity
of flood walers.
2. The proposed floodplain modificalion will not adversely affect adjacent
properties.
STAFF RECOMMENDATION
The Community Development Department recommends that the Planning and
Environmental Commission approve, with conditions, the proposed floodplain
modification, pursuant 1o Chapter 14-6, Grading Standards, Vail Town Code, to allow for
the stabilization of a portion of the stream bank of Mill Creek West located at Pirateship
Park, 340 Hanson Rinch Road, Tract E /ail Village 5'h Filing. Staff's recommendation is
based on the review of the criteria in Section Vll ol this memorandum and the evidence
presented, subject to the following findings:
1. The proposed lloodplain modification will not increase the quantity or
velocity of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
3. Pursuant to Section 12-12-3, Vail Town Code, submittal ol an
Environmental lmpact Report is not required for this proposal.
Should the Planning and Environmental Commission choose to approve this floodplain
modification request, the Community Development Department recommends the following
conditions:
vilt_
' 1. The applicant shall submit a stamped lmprovemert Location Certificale and '
"as-built" lopographic survey to the Town of Vail Community Development r
Department for review and approvgl, prior to Town of Vail final construction .
inspection.
2. The applicant shall comply wilh all requirements of all necessary state and
federal permits and approvals.
IX. ATTACHMENTS
A. Vicinity Map
B. Site plan and cross section of wotk
C. US Army Corps of Ergineers approval letter
D. Applicant's response
E. Public Notice
Attachment A
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Attachment C
REPLYTO
ATIENTION OF
DEPARTMENT OFTHE ARMY
U.S. ARMY ENGTNEEH DISTRICT, SACR.AMENTO
CORPS OF ENGINEEBS
1325 J STREET
SACRAMENTO, CALIFORNTA 9581 +2922
.lune I , 2004
(200475224\Regulatory Branch
Mr. Gregg Barrj.e
Town of Vail
1309 Elkhorn DriveVai1. Colorado 8155?
Dear Mr. Barrie 3
t.'1,We are responding to your May 11 , 2004, reguest for a
Department of the Army permit for the Pirateship Park and Mi1l
Creek streambank stabili.zation project,. This project involvesactivities, including discharges of dredged or fill material , inwaters of the United States to reconstruct the right descendj-ng
bank of Mill Creek at Pirateship Park. This site is locaEedwithin Ehe NW l/4 of Sectj-on 8, Townshj.p 5 South, Range 80 West,
Latj.tude 39" 38' 22.5", L,ongitude LO6" 22t 18.5", Eagle CounEy,
Col-orado.
Based on the informat:-on you provided, the proposed activityis authorized by Nat.ionwide General pernit number 13. Your work
must comply with the general Eerms and conditions listed on the
enclosed Nationwide PermiE, rnformation sheets and the followinqspecial conditions:
Special Conditj-ong:
1. To documenE pre and post-proiecE const,ructionconditions, you shal1- submit pr. "i-ta io"t-.on=Eruction photos ofthe project site wiE,hin 30 days after project completion.
2. You shall plant and maintain regJ.onally appropriaEenative riparian plants at a l:1 replacement rati.o along the
affect.ed reach of Mill- Creek, to mitigate project impact,s to Ehe
aquaCic resource anci assoc:ated habitat as presented in your
application.
3. You must sign and return the enclosed CompJ-ianceCertificaLion t,o t,his office within 30 days after completion ofthe work.
This verification is valid for two years from the date ofthis let.ter, or untj-L the Nationwide General permit is modifiedor explres, whichever comes first,
It is incumbent upon you to remain informed about changes tothe Nationwide Permit Program and to ensure that all contract and
construct,ion personnel are familiar with the terms and conditionsof this permit. Please refer to identification number 200475224in correspondence concerning this project.
If you have any guestions, please contact Mr. Mark Gilfillanat t,he address below, email Mark.A.Gilfillan@usace.army.mil, or
telephone 970-243-LL99, extension 15. You may also use the
Regu1at,ory Permits link on our websiEe: www.spk.usace.anny.miT.
blorado/cunnison Basin
aEory Office
400 Rood Avenue, Room 142
Grand'Junction, Colorado 81501-2563
Enclosures
Copy furnished wiEhouE enclosures:
Mr. Ron D. Velarde, Colorado DiviEion of Wildlife, 7lL
IndependenU Avenue, Grand ilunction, Colorado 81501
Eagle County, Post Office Box 850, Eagle, Colorado 8L631
ly,
Attachment D
Department of Public Works & Transportalion
],309 Elkhorn Drive
l/ail, Colorado 81657
970-479-2158
Fax: 970-479-2166
www.vailgov.com
To: Bill Gibson, Planner
Department of Community Development
From: Chad Salli
Town of Vail Flood Plain Coordinator
RE: Pirateship Park Slream Bank Stabilization
Date: June 1,2004
Pursuant to Section 12-12-g (A)and (C) of the Town of Vail Code, the Pirateship Park Bridge
Replacement Project will not require an Environmental lmpact Report (ElR) lor the following
reasons:
12-12-3: Anenvironmentalimpactreportshallnotberequiredforthefollowingproiects:
A. Alteration, repair and maintenance of existing structures and site imprcvements'
This project is required maintenance on a well used and worn area in an existing park in
order lo prevent further stream bank erosion and sedimentation.
C. A project which, on the basis ofa preliminary environmental assessment coveing
each ofthefactors prescribed in Section I2-12-2 ofthis Chapter isfound to have an
insignificant impact on the environment. The preliminary environmental assessment and
the finding on environmental inpact shall be made by the Administrator.
Through a preliminary environmental assessment of the items in Section 12-12-2,lhe
Administrator has tound that this project will have insignificant impact on ltems
A,B,C,D,E, and O. The remaining items are not applicable to this proiect'
Also, after reviewing existing floodplain information and considering the net increase of the
stream cross section at this location, it is my opinion that the conslruction of this project will not
adversely affect adjacent properties.
Sincerely,#$&"r.r.
Chad Salli
Town ol Vail Floodplain Coordinator
{g *""""uo ror"*
Attachment E
TH]S ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE -S#
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6, Vail Town Code, on July 12,
2004, at 2:00 PM in the Town of Vail Municipal Building, in consideration of:
A recommendation to the Vail Town Council of a major amendment to a Special Development
District (SDD), pursuant to Section 12-94-10, Amendment Procedures, Vail Town Code, to allow
for an amendment to Special Development District No.4, Cascade Village, to allow for a new
development area located at Tract K, Glen Lyon Subdivision, and setting forth details in regard
thereto.
Applicant Vail Resorts, represented by Braun Associates, Inc.
Planner: Bill Gibson
A request for a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town
Code, to allow for stream bank stabilization within the Mill Creek floodplain, located at Tract E,
Vail Village Filing 5 (near Pirate Ship Park), and setting for details in regard thereto.
Applicant: Town of Vail
Planner: ElisabethEckel
The applications and information about the proposals are available for public inspection during regular
office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The
public is invited to attend project orientation and the site visits that precede the public hearing in the
Town of Vail Community Development Department. Please call (970) 479-2'138 for additional
information.
Sign language interpretation is avaihble upon request with 24-hour notification. Please call
(97O) 479-2356, Telephone for the Hearing lmpaired, for information.
Published June 25, 2004, in the Vail Daily.
tr Rezoning $1300tr Major Subdivision $1500B Minor Subdivision $650n Exemption Plat $650E Minor Amendment to an SDD $1000tr New Special Development District $6000tr Major Amendment to an SDD $6000tr Major Amendment to an SDD $1250
(n o exh rior mod i fi ca tion s)
Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teL 970.479.2t39 faxi 970.479.2452
web: www.vailgov.com
General fnformation:
All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requeSed.
An application for Planning and Environmental Commission review cannot be accepted until all required information
is received by the Community Development Department. The poect may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type of Application and Fee:
RECE,UED
J{r'i'J U 1 ;,,q.,,
$6s0
$400
$6s0
$800
$1s00
$2s0
$1300
$s00
$200
tr u€onditional Use Permit€f FloodplainModificationtr Minor Exterior Alterationtr Major Exterior Alterationtr Development PlanB Amendment to a Development Plantr Zoning Code AmendmentE Variancetr Sign Variance
Description of the Request:
N+z,'t <- J.z\ | L! C 24-e-u- L )e tf *4- ? | €aAc-.B * rp ?*+-sc
Location of the Proposall. J-P.-Bacff.- Subdivision: -TP-r[c-:t- E Vaau Vre^,.a'"r . 5rH
Physical Addrcss:
Parcel No.: Zla lobLl2-eob (Contact Eagle Co, Assessor at 970-328-8640 for parcel no.)
Zoning:N/A
Name(s) of Owner(s):t C a),-/ Ot- Vur-
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:&o-n ^ -L^.ora
Mailing Address:t3o1 C-.: i+o.,2-t Drz-^u t- Va< - 8tt"5'l
Phone: 1'lo - Ll11-2-331
E-mail Address:
Paee I of3-04/08/04
TOI'N#JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
a joint owner of property located at (address/legal
description)
provide
this letter as written approval of the plans dated which have been
submitted to the Town of Vail Community Development Depaftment for the proposed improvemenb to
be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
Page 2 of 3-04/O8/04
r0r4il\,t)
Floodplain Modifi cation
Submittal Requirements
I. SUBMITTAL REOUIREMENTS
o Fee: $400.00
o Stamped, addressed envelopes and a list of the propefi ownens adjacent to the subiect
property, including properties behind and across streets. The list of property owners shall include
the owners' name(s), corresponding mailing address, and the physical address and legal description
of the propefi owned by each. The applicant is responsible for correct names and mailing addresses,
This information is available from the Eagle County Assessor's office.
/ fiU" Repoft, including Schedules A & B.
o Written approval from a condominium arsociation, landlord, and joint owner, if applicable.
o Existing and Proposed Site and Grading Plans (Four complete sets).
o Topographic suruey (Four copies).
o wetlands Report from a qualified environmental consultant (Iwo copies).
o Hydraulic Analysis from a licensed Professional Engineer (Two copies).
o Environmental Impact Report, see Chapter l2-I2,Yail Town Code.
o All plans must also be submitted in 8.5'x 11" reduced format. These are required for the
Planning and Environmental Commission memberJ information packets.
o Additional Material: The Administrator and/or PEC may require the submission of addltional plans,
drawings, specifications, samples and other materials if deemed necessry to properly evaluate the
proposal.
Paee 3 of 3-04/08/04
Depaltment of Public Works & Transportation
1309 Elkharn Drive
Vail, Colorado 81657
970-479-2t 58
Fax: 970-479-2166
www.vailgov.com
Pirateship Park Streambank Stabilization
Planning and Envaronmental Commlssion Appllcatlon
Applicant:
Town of Vail, Colorado
Attn: Gregg Barrie
1309 Elkhorn Drive
Vail, CO 81657
Phone:(970) 479-2337
Fax: (970) 479-2166
Property Owner;
Town of Vail, Colorado
75 South Frontage Road
Vail. CO 8'|657
Project Location:
Pirateship Park, near Vail Village, along West Mill Creek.
Purpose of the Work:
The project site is adiacent to an exisling playground. Mill Creek West is accessible from the play
area, and due to heavy use over approximately 30 years, a section of stream bank approximately 17'
long is heavily eroded, and plant material has worn away. The purpose of the proiect is to stabilize the
eroded section of bank to reduce potential siltation and further erosion. See photographs, Exhibit 3.
Proposed Work:
The town proposes to excavale a portion of the existing bank, and to place 5 or 6 boulders along the
stream edge so that the face of the boulders is in the same location as the existing bank. The
boulders will be placed as steps into the stream. The top of bank will be leveled to create a path from
the play area to the creek. An additional step will be added approximately 10'from the edge of stream
to make up the grade. See cross section, Exhibit 4.
The work will be performed during early September of 20O4 in order to take advantage ol another
project on lhe same waterway. As part of the Vail Village Streetscape Project, Mill Creek West will be
temporarily diverted into Mill Creek East (though Goldel0_Pgg0 in order to replace the culverts under
Hanson Banch Road. By coordinating the two p-ojects, sediment and erosion during conslruction will
be eliminated. Therelore, the work can be performed with no impacts to flowing water. Because no
work will be required to the actual stream bed, there will be no need for ongoing silVerosion control or
dewatering on this project.
After the boulders have been placed, any remaining dirt or sediment that may be a result of the work ft
will be removed from the stream bed. The work will take no more than 2 days, and will be completed
prior to releasing water back into Mill Creek West.
f,tp ^u.,",oo 'u"^
Extent of lmpacts:
The quantity of fill below the level of the 100 year flood plain elevation is estimated to be a net of zero
or less cubic feeVlinear foot. The face ol the boulders to be placed will encroach only slightly into the
stream lrom the existing eroded edge, however bystepping the stream bank back, the cross section of
the stream will actuallyincrease in size. The length of stream bank atfected is approximately lT linear
feet.
Wetland lssues:
The banks of Mill Creek West through the project area have been delineated as wetlands both north
and south of the project area, however fhe actual-$tabilzatiou{ork does.nqkcculin-wetlands due tq
A complgtg_lack of .veoetation in\thglfigq]ec!_qea. Therefore, no wetlands will be impacted as part of
lhE work. FieaseGee Exhibit 2 for the extents of the wetlands, and the location ol the project, and
Exhibit 5 lor the delineation report.
Excavated Materlals:
Excavated materials will be disposed of as part of the playground renovation work at an otfsite
location.
Attached Exhlblts:
Exhibit 1: Title Report
Exhibit 2 (a & b): Plan Views of site (4 copies)
Exhibit 3: Photos of the existing site
Exhibit 4: A cross section of the proposed improvements (4 copies)
Exhibit 5: Wetland Delineation Report
Exhibit 6: Letter addressing Environmental lmpact Report
Exhibit 7: Letter addressing hydraulic concerns
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2158
Fax: 970-479-2 166
www.vailgov.com
To: Bill Gibson, Planner
Department ol Community Development
From: Chad Salli
Town of Vail Flood Plain Coordinator
RE: PirateshiD Park Stream Bank Stabilization
Date: June 1,2004
Dear Bill:
After reviewing the plans for the stream bank stabilization work along Mill Creek West at
Pirateship Park, it appears that lhe work will not create significant impact to the flow ol Mill Creek.
The boulders are to be set along the historic edge of the stream. The erosion that has occurred
in this area is due to heavy foot traffic from the nearby play area, and not from changes in the
hydraulics of the creek.
k rner*orelgpgpqtloTlr,oogi_ngrhould not be required forthe purposes ol this project.
Sincerely,<-?ge?a
7-F
Chad Salli, P.E.
Town of Vail Floodplain Coordinator
{} ^"","""' o'""^
Chicago Title Insurance Company
ALTA COMMITMENT
Our Order No. VC274766.4
Cust. Ref.:
l.
a
Schedule A
Property Address:
TRACT E, VAIL VILLAGE, FIFTH FILING
Effective Date: December 17 ,2002 at 5:00 P.M.
Policy to be Issued, and Proposed Insured:
Information Binder
Proposed Insured:
THE VAIL CORPORATION. A COLORADO CORPORATION
3. The estate or interest in the land described or referred to in this Commitment and t
A Fee Simple
4. Title to the estate or interest covered herein is at the effective date hereof vested in:
THE VAIL CORPORATION. A COLORADO CORPORATION
5. The land referred to in this Commitment is described as follows:
TRACT E, VAIL VILLAGE FIFTH FILING, ACCORDING TO THE PLAT RECORDED APRIL 25,
1995 IN BOOK 665 AT PAGE 983. COUNTY OF EAGLE. STATE OF COLORADO.
?tol oT?-'q"pog
€cq # Dotsttl
covered herein is:
a
ALTA COMMITMENT
ScheduleB-SectionI
(Requirements)Our Order No. YC27 47 66.4
The following are the requirements to be complied with:
Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or
interest to be insured.
Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record,
to-wit:
Item (c) Payment of all taxes, charges or assessments levied and assessed against the subject premises which are due
and payable.
Item (d) Additional requirements, if any disclosed below:
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED
PURSUANT HERETO.
ALTA COMMITMENT
ScheduleB-Section2
(Exceptions) Our Order No. VC274766-4
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
l. Rights or claims of panies in possession not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and
inspcction of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter fumished, imposed by law and
not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or
attaching subsequent ro rhe effective dare hereof but prior to the date the proposed insured acquires of record for
value the estale or interest or moflgage thereon covered by this Commilment.
6. Taxes or special assessments which arc not shown as existing liens by the public records.o the Treasurer's office.
7 . Liens for unpaid water and sewer charges, if any..
8. In addirion, the owner's policy will be subject to the mortgage, if any, noted in Section I of Schedule B hereoi.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED JULY 12, 1899, IN BOOK 48 AT
PAGE 475 AND IN UNITED STATES PATENT RECORDED MAY 20, I9O5 IN BOOK 48 AT
PAGE 51I.
10. RICHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHOR]TY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 12, 1899,
IN BOOK 48 AT PAGE 475 AND IN UNITED STATES PATENT RECORDED MAY 20, 1905
IN BOOK 48 AT PAGE 51I,
I I, RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR,
RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND
ONLY TO THE EXTENT THAT SAID COVENANTS (A) IS EXEMPT UNDER CHAPTER 42,
SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES
NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS CONTAINED IN INSTRUMENT
RECORDED NOVEMBER 05. 1965, IN BOOK I87 AT PAGE 353 AND AS AMENDED IN
INSTRUMENT RECORDED AUGUST 30. I97I, IN BOOK 22I AT PAGE 496 AND AS
AMENDED IN INSTRUMENT RECORDED MARCH 03, 1977,IN BOOK 253 AT PAGE 48 AND
AMENDED IN INSTRUMENT RECORDED AUCUST 27, T984IN BOOK 393 AT PAGE 492.
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Exhibit 3
Site Photographs
Exhibit 3 (continued)
?
DEPARTMENT OF COMMUNITY DEVELOPMENTTOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE TIIIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
, ADD/ALTCOMMBUILDPERMT Permit #: 804-0219
Job Address:Status.. . : ISSUED
Location.......: 3,10 HANSON RANCH ROAD (APPROX.) Applied. . : 08/1812004
Parcel No....: 210108242008 Issued...: 09/02/2004
Expires. . .: 03/01/2005hojectNo.:fp.pf -oO?
OWNER VAIL CORP 08/L8/2004 Phone:
PO BOX 7
VAII.,co 81658
License:
CONTRACTOR,1 .L. VIELE CONSTRUCTION 08/L8/2004 Phone: 970-476-3082
I.OOO S FRONTAGE RD W, #202
VAII, CO
8t557
License: 1,88-A
APPLICANT ,1.L. VIELE CONSTRUCTION 08/L8/2004 Phone: 970-475-3082
]-OOO S FRONTAGE RD W, #202VAII CO
815s7
License: 188-A
Desciption:
PIRATESHIP PARK AND SITE WORK
Occupancy: U
TlpeConstruction: VN TlpeVNon-Rated
Tlpe Occupancy: ??
Valuation: $299.000.00 Add SqFr 0
Fireplace lnfonnation: Restrictcd: # ofGas Appliances: 0 # of Gas Logs: 0 #of Wood Pellet: 0
raa*i'trrir*t:r'rr*ar*rtlta*aa,la'taa'ta'l
Building-> 52,108.15 R€stuaant Plan Review-> $0.00 Total Calculat€d Fees--> 53,481.45
plan Chock-> 51,320.30 trf,B f66*.._-----y $O.OO Additional Fees-- - 53,481-.45)
Investigation-> S0 . OO Redration Fee---------> S0 . OO Total P€rmir Fee----> S0 . 00
Will Call----> $3.00 Clean-up Deposit---> 50.00 Paym€ns---------> 50'00
TOTAL FEES--------> S3,481.4s BALANCE DUE-------> 50.00
*attrt*ltat*aa*t:rt
Approvals:
It,em: 05100 BUIIJDING DEPARTMEIIT
09/02/2004 cdavis Action: AP
Item: 05400 PLANNING DEPARTI,IEI{T
08/L8/2004 bgibson Actsion: AP
Itern: 05600 FIRE DEPARTMENT
IIem: O55OO PUBLIC WORKS
tt*tt tal tl.t t,:+r']:
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information requird completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply wilh all
Town ordinances and state laws, and to build this structure according to the towns zoning desipreview
. approved Uniforcr Building Code and other ordinances ofthe Town applicable
REQUESIS FOR INSPECTION SHALL BE MADETWENTY.FOURHOURS IN ADVANCEBY OLJR OFFICE FROM 8:00 AM - 4 PM.
FORHMSELF A}ID OWNER
PAGE 2:t*'l+||*'l***l.'t*,t***'}***|'t*'lt't**'s****'t*'t'}***'t**|t***{.***'t**'t***|'t*:tf:f******t't***'|'t***'}**'f*t}*l't*'l**
CONDITIONS OF APPROVAL
Permit #: 80,TO219 as of 0942-2004 Status: ISSUED
**t*t:ltt**l'll*+*'t+ttli**t**t+t*tt*l*f l**'i{r'lr**t'}l*!ttrtrtttllrttt*i,t!t*!i*,t**:tlrtrtt*tf 'lt'}t't{t'l'*'3'+lr***,}*'}*ti**t***'}'}
PermitTlpe ADD/ALTCOMMBUILDPERMT Applied: 0811812004
Applicant J.L. VIELECONSTRUCTION Issued: 09102/20M
970476-3082 To Expire: 03/01/2005
Job Address:
location: 340 HANSON RANCH ROAD (APPROX.)
ParcelNo: 210108242008
Description:
PIRATESHIP PARK AND SITE WORK
Conditions:
Cond: 12
@LDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
APPLICATION
o
WILL NOT
ll
BE ACCEPTED IF INCOMPLETE OR UNSIG
Project #:ov- 0t?
Buildinq Permit #:
It/EO
$t!
CONTRACTOR TNFORMATION
7
t?
MWNOPVi,IL
75 S. Frontage Rd.
Vail. Colorado 81657
Trst.-FT
nlcal, (
^.- tl7l-3a12 qv_i/, ureAE (o"
MECHANICAL: $
PLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials
For Parcel # Contact Assessors Office at 970'328'8640 or visit
krce-t#2/n/ o92L/2(T{
too*^ ,P,ok s1,,, Poil( naeae4e<Job Address:
Legat Description ll Lot ll Block: ll Filing:Subdivisionl
Owner#ame: lt,;/A,9l8F anrt^^ Dl 6r-*, &tnz Phonei V7? -293 7
ArchitecVDesigner:{a'ni a., nczhi/--7 Address:Phone:
Engineer.a _ For, l,Address: Ua ,,1 C9
phone: y76 _2170
Detailed description df work:
f;DvoL <1,t ^.../ I' l. u,tor K
WorkClass: New('f-Addition( ) Remodel ( ) Repair( ) Dem91, I Other( )
-
WorkType: Interior( ) Exteriorffi- Both( )Does an EHU exist at this location: Yes ( ) No P4
TypeofB|dg.:Single-fami|y()Two-fami|y()Mu|ti.fami|y()commercia|()Restaurant()Other,'(L
No. of Accommodation Units in this building: -A-
NoffvpeofFireplacesExisting: GqsAppliances( )GasLogs( )Wood/Pellet( )WoodBurning( ) //zl--
No/Tvpe of Fireplaces ProPosed:ffiExist Yes( ) NoF{.
*********r*****t****t*****s***i*****FoR oFFICE USE ONLY*******t***t*t*******************i****
ffic'D AUG 17 20s4
F:\UsersuSuther\newBLDGPERM.DOC
07 t28n004
WHEN A'PUBLtr WAY PERMIT' IS REQUIRED
PIEASE READ AND CHECK OFF EACH OF THE FOTTOWTNG QUESTDNS REGARDTNG THE NEED FOR A
?UBLtr WAY PERMIT":
Is this a new residerre? YES NOXt|
o
o
o
o
tr
Does demolition work being performed. requirc the use of the Right€f-Way, easemenE or
public property? YES X NO-
Is any utility work needed? YES NOK
Are here any improvemenb being done to the driveway ? YES- NO K
Is a diftrent access needed b the sib other than he exbting driveway? YES- NO >(
Is any drainage wol1< being done that affecE he Rightof-Way, easemenB, or public property?
YES x, NO_
Is a 'Revocable Right{f-Way Permit" required? YES NO
Is the Right-of-Way, easemenB or public property to be used for sbging, pad<ing or fencing?
YES_X_ NO_
If answer is NO, is a parking, sbging or fencing plan required by Public Woda?YES NO
If you answered YES b any of these questions, a Public Way Permit" must be obbined.
?ublic Way Permit"applicatjons may be obtained at the Public Workb office or atCommunity
Developnent (a sample is If you have any questions please call Leonard Sandoval in Public
Works at479-2198.
I HAVE READ Arr THE ABOVE QUESTiONS.
)' /, U,z L 6n.h..-{oa .T'"..
Signature
PrcjectName: P,r, {, </,f D" '/
Signed:6-t7 -ov
F:\UsersUSuther\newBLDGPERM.DOC
F .,ava
^,^aa ,f^r6c /hl.l^aErra
Company Name
07 t2812004
PRI #:
PW#:
r0t4,l\,m
APPLICATION
FOR TOWN OF VAIL
PUBLIC W,AY P
Parcer #: 2JaL- O,8_2- !2- O_OB
Bldg. Permit #:
Street Address
l.
2.
Job Name
Conhactor Name Mail Address
(lfunknoun call
TOV Contractor License Number - REQUIRED
(Permit Expiration Date)@4.
Completion Date
Wrter Sewer Grs Electric Telephone CATVWork is for (circle one)
Other
5. Trench-width
(min. 4')
Length Depth
Total sF $
6.
1
Bond Amount $Permit Fee $
Total LF
Total Permit Fee $
ALL MATEzuAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED.
Rubber out-riggers are requircd on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket and lugs shall
b€ protected at all times.
A signature below indicates a review ofthe area and utility locations and approval. Once all utility company signatures are obtained,
permittee has option ofrouting application through the Public Workr offce to obtain the necessary Town of Vail signatures.
Please allow up to one week to process.
Xcel Energr / Public Service Company ( I -800-922- I 987)
Xcel Enerry High Prrssure (1-800-922-1987)
Quest (1-800-922-1987)
Comcast Cable (l-80G922-1987)
Eagle River Water & Sanitation District (97M76-7480, ext. 114)
Holy Cross Electric Company ( I -800-922-19E7)
Town of Vail Electricians (970-479-2158)
Town of Vail Inigation (970479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction tra{fic control plan must be submitled and approved by the Public Works Department
prior to issuance of rbe permit.
9. All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
10. Permittee musr contact the Public Works Depaflment at 476-2198 24 hours prior to commencins of work. Failure to Notify the Town will result in
forfeiture ofbond money. Scheduled inspections that are not ready may result in the Town charging the contractor a reinspection fee.
I l. I certiry that I have rcad all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all uiility Company agreements, signed
by me, and will abide by the same, and that all utilities have been notified as requir€d.
Contractor's Sigrature of Agrcement Print name clearly
ATTACH PLAN OF WORK,INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show street with names, buildings, and location of cuts. UsE DASH LINES FoR cUT.
FlUsersUSuther\newBLDGPERM. DOC
l)ate ofsierature
White - Public Works
Yellow - Contractor
07t28t2004
tl
rumv0P
PUBLT WORKS AND THE PUBLtr WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out he attached check list wih he Buildinq Permit Aoplication.
If yes uns answered b any of he questions hen a Yublic Way" permit is rcquircd. You
can pick up an application at either Community Development locaEd at 75 South Fronbge
Road or Public Works. locabd at 1309 Elkhom Drive.
Notice signoffs br utility companies. ALL utiliUes must field veriff (locaE) respective
utilities prior to signing application. Some utility companies rcquire up b 48 hourc notice b
schedule a locaE.
A constuction taffic control/sbging plan must be prepared on a separaE sheet of paper.
An approved siE plan may abo be used. This plan will show locations of all taffic control
devices (signs, cones, eb.) and he work zone, (area of consbuction, sbging, eb.). This
plan will expire on November 1st and will need b be resubmitbd for consideraUon for
appmval through he winbr. Be awarc that your resubmission for winEr may be denied
depending on the location of constr:ction.
Skehh of work being performed mrst be submitbd indicating dimens'rons (lengh, widft
and depth of work). This may be drawn on the traffic control plan or a siE plan for the !rb.
Submit compleEd application tc he Public Work's office for review. If required, locabs will
be scheduled for the Town of Vail elecbicians and irrigation crcw. The locaEs bke place in
the moming, but may require up b 48 hourc b perform.
The Public Work's Constuction Inspecbr will review he application and approve or deny
the permit. You will be conbcbd as b the sbh:s and any requircments that may be
needed. Most permits arc released within 48 hours of being received, but please allow up
b one (1) week b prccess.
As soon as the permit is apprcved, the Building Department will be notified, allowing the
"Building PermiU'b be released. Please do not confuse he Yublic Way Permit" with a
"Building Permit".
NOTE: The above pn cess b for rltlork in a public rrvay ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is rcquired
each year if uork js not Re-application each November 15th does not
07 n8r2004
ll
TOWTTOF
DMINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read end check off each of the items below:
The Town of Vail Building Deparfnent has developed the following procedures to ensure that new
construction sites have adequately established proper drainage from building sites along and
adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve drainage
adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at
access points from the road or street onto the consbuction site. Such approval must be obtained
prior to any requests for inspection by the Town of Vail Building Department for footings,
temporary electrical or any other inspection. Please call Leonard Sandoval at479-2198 to request
an inspection from the Public Works Depadrnent. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Depaftment will be approving all final drainage and culvert
installation with resulting road patching as necessary. Such approval must be obtained prior to any
Final Certificate of Occupancy issuance.
Agrced to by:
Print Name
Project Name:
Date Signed:9'rz oT
t/.
F:\UsersuSuthennev'/tsLDGPERM. DOC
ut.-/'..\
07na2w4
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TDRII'Of
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Enginee/s (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a
review by the Building Department, the estimated time for a total review will take as long
as three (3) weeks.
All commercial (large or small) and all multi-fami[ permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projects impact the various above
mentioned depaftments with regard to necessary review, these projects may take five
(5) weeks to review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as
possible.
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if Sre permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
o"te, 8-(7-o/
F:\UsersuSulher\net TBLDGPERM.DOC
u./-1
07 t28t20u
o
ilding Team
ll
r0hh,m
at479-2128
Depaftment of Community Development
Project Name:
Project Address:
/ This Checklist must be amoleted beforc a Buildino Petmit aooh'affion is
acceotd,
u All pages of application is complete
o Has DRB approval obtained (if required) Provide a copy of approval form
o Condominium Association letter of approval attached lf project is a Multi-Family complextr Plan Check Fee required at submitbl for projects valued over $25000.00 (See atbched Consbuction
Fee Schedule for calculations)
a Complete site plan submitted
a Public Way Permit application included if applicable (refer to Public Works drecklist)
o Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe
allowed on rcadwavs and shoulders without writbn aooroval
B Asbestos test and resulE submitted if demolition is occurringa Architect stamp and signature (All Commercial and Multi family)
s Full floor plans including building sections and elewUons(4 seb of plans for SFR and Duplex, 5 sets
of plans for Multi-Family and Commercial Buildings)
n Wndow and door schedule
o Full structural plans, including design criteria (i.e.loads)
o Structural Engineer stamp and signature on structurd plans (All Commercial and Multi Family)
o Soils Report must be submitted prior to footing inspection
o Fire resistive assemblies specified and penetraUons indicated
o Smoke detectors shown on plans
a Types and quantity offireplaces shown
I have r€ad and understand the above listed submittal requircments:
Questions? Call the Bu
Applicant's Signature:
Date of submittal:
F:\UsersuSutheAnewBLDGPERM.DOC
Received By:
oTPS2OM
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NWN0p
MATERNL STORAGE AND CONSTRUCTDN PARKNG
Please read and check ofr each of the ibnr below.
(Copies of compleE Ext are available upon request)
CODE 5.2.10: DEPOSITS ON PUBLT WAYS PROHIBITED
$Anlawfut deposits: SubFct b subsection C thereof, it b unlawful fur any pemon b litEr, tack orv depmi! or cause b be litbred, b"cked or deposiEd, sand, gra\/el, rocks, mud, di( snow, ice, or any
other debris or material upon any street sidewalk, alley or public place, or any portion thereof.
1--'
6f-Nonce; Abatement: The Direcbr of Public Wo*s may notiff and require any person who violaEs or
causes anofier b violab the provision of subsection A hereof, or who has in the Direcb/s employment
a person who violaEs or causes anoiher to violaE the same, bp remove srrh sand, gravel, rocks, mud,
dirt snow, ice or any other debris or mabrial wihin twenty four (2a) hous afur receipt of said notice
by he Direcbr of Public Work. In the event the person so noUFred does not comply with the notice
within the period of time herein specified, he Direcbr of Public Worts, or other auhorized agen! may
cause any srch sand, gravel, rocks, mud, dirt snow, ice, debris or any other mabrial b be removed
from any street or alley at the expense of the notified.
Sumrrcns and Penaltyr As an alEmauve b the notice fur removal provided in subsection B above,
any person who violabs or causes anoher b violate the same, may be issued a summons b appear
before the Municipal Court of the Town br said viohtions, and upon being bund guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
I\&ibtice and Penalty: It is unlawful for any peson to ftil or refuse b comply with the notice of the
Direcbcr of Public Works as prcvided in subsection B hereof, and any such person shall, in addiUon to
payment of the expense of removal incuned by Ure Direcbr of Public Works, as provided in subsection B
hereof, upon being fuund guilty of a violation hereunder, be punishable as provided in Section 14-1 of
this Code. (1997 Code: Ordinance 6 (1979),
CODES 7-3A-IAND 7-3A-3: PARKNG OBSTRUCTING TMFFD & IMPOUNDMENTAUTHORZED
No person shall park any vehicle upon a street or at any oher place within this Municipality in such a
manner or under such conditions as b inErEre with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)/
{ Whenever any police officer finds a vehicle atEnded or unatbnded, sbnding upon any poftion of a-fet-or upon any place within fris Municipality in such a manner as b constitub a violation of any
section of this Article, or left unatEnded fur a period of twenty four (24) hours or more and presumed b
be abandoned under the condiUons prescribed by Colorado Revbed Sbtubs section 424-1102, as
amended, the officer shall require the vehicle b be removed or cause it to be remoued and placed in
sbrage in the nearest gamge or other place of safety designaEd or maintained by his Municipality, and
he charges for bwing and sbnge of such vehicle shall be charged b the owner of fie vehich in
addition b a En dollar ($10) impoundmentcharge. (Ord. 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:
El0Jcdig$dennewBLDGPERM. Doc 07/28nO04
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RECEI\JED
?q "
GENERAL NOTES
This structure hos been designed to meet the requirements of the 1997 Uniform
Building Code with omendments os odopted by the Town of Voil.
All omissions or conflicts betyveen vorious elements of the working drowlngs
ond/or specificotions sholl be brought to the ottention of the Structurol Engineer
before proceeding with ony work eo inrolved. The Generol Controctor sholl verify
oll dimensions ond conditions of the job site ond sholl be r€sPonsibl€ for the
meons, methods, techniques, sequenc€s ond procedures ossocioted with this
project. Furthermore, he sholl be responsible for coordinotion of oll work ond
moteriols including those fumished by subcbntroctors. The Structurol Engineer
sholl be contocted during the construction phose to moke the job slte inspections
necessory to conflrm thot the octuol fleld conditions ore consistenet with the
design ossumptions ond thot the construction is proceeding occordlng to the
plons ond speciflcotions.
Live Loods Used In Deslgn:
Decks
Eorthquoke
lt\lind
100 psf
Zone 1 UBC
60 mph, Exposure B
The foundotion design for this structure is bosed upon on ossumod beoring copocity
of 1000 psf, A licensed Soils Engineer sholl inspect the site during excowtion
to confirm thot octuol soils nolues ore consistent with this ossumption.
OfficeGopy
B,Il. oJlQ
GENERAL NOTES
PIRATE SHIP
PIRATE SHIP PARK
VAIL, COLORADO
boY. .nglnlarlng, lnc.
143 c. mlodor dr.
crurroodr rhopplng cantt
wn, colcodo 81657
97O /476-2170 /176-,1,t6:t lor
SPECIFICATI ON S
Afl 2x froming lumber to be Wolmonized {2 Hem-Fir or better.
All concrete for wolls ond footings to ottoln o compresslve strength of 3000 psl
in 28 dop.
All reinforcing bors to be Grode 60.
All steel bolts sholl conform to ASTI/ A325 specificotions.
All tube steel sholl conform to ASTU A500 specificotions.
All steel beoms, chonnels, plote ond ongles sholl conform to AST}I A56
specificotions.
SPECIFICATIONS
PIRATE SHIP
PIRATE SHIP PARK
VAIL, COLORADO
bot. .nglno*|ng, Inc.
1,i5 c, m.odou dr.
Grglcrooda Cropplng ctrtlr
YEI. colorodo E1057
S7 O / 17 8-21 7 O 476-rt38:t fo.
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Proledl|ailral
For
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Pirateship Park Renovation Profect
TOWNOFVAIL
DEPARTMENT PUBLIC WORKSYTRANSPORTATION
1309 Elkhorn Ddve
Vail, Colorado 81657
June 21,2d)4
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- Town of Vail
0FfilffiL: frfrPY
RECEIVEB
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. TableofGontents
Proposal and Contract Documents
1. Instructilrns to Bidders2. Associated contractors (Engineer, steel Fabricators, Play Equignent suppliers)
3. Introductioh to Playground Salety Guidelines4. ltem Description5. Proposal Form
6. Agreement7. NoticeofAward8. Notace to Proceed
Speclfications1. Playqround Safety Guideline Outline
2. Installation of PlaY EquiPment
.3. Sliding Board Specification
4- Fun Fone Specification
5. TelescopeSpecification6. TectrnicalSpecifications
Part 1 General Notes
Part 2 Site Preparation
Part 3 Eaflhwork
Part 4 Boulder Walls
Part5 AggregaleBase
Part 6 Cast-in-Place Concrete
Part 7 Concrete Walks and Paving
Part I Metal Fabrication
Parl 9 lrrigation Systerns
Pan 10 Landscape Accessories
Part 11 Trees, Shrubs, and Groundcovers
Paft 12 Sodding
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lnstructlons to Bldders
Plrateshlp Park Renovatlon Project
Town of Vail
June21,2fiX
Dear Contrac{or,
The Tourn of Vail is seeking a general contractor for the reno\ration of Phateship Park, near the Vista
Bahn ski lift. Pirateship Park is an existing play area in Vail. The main playstructure has been in place
for over 30 years and is in need of replacement. In general, the work for $is project invofues mnstruc'tion
of a custom steel and wood play structure, site grading, concrete sidewalks and bands, boulder
placement, and some tandscaping. A more detailed description of the work is attached.
The Town would tike to begin the site work on the proiec't soon after Labor Day, with a conpletion date in
mid to late October. However, fabrication of he steel'trame of he play stnrture should begin as soon ar;
.,. poosible, wi$ delivery from thesteel fabricator sctreduled for hte September.
The following Drawings are attached:o C-l CoverSheetc C-2 Existing Conditions and Site Preparation. C-3 Grading and Site Work. C-4 Decking and Site Details. S-1 Structure Plan and Elevations. S-2 Steel Deck Frames. S-3 Side and Center Panels. S-4 Structure Delailsr S-5 Railing Details
Additional Drawings to follow in Addendum:o L-l Landscaping Plano l-1 lrrigation Plan. J-2 lrrigalion Details
A Pre-Bid Meeting will be held on Monday, June 28, 2(Xl4 at 1:00 pm at tre To,vn of Vail Depattment of
Public Works Administration Building to discuss ffre project and to help answer questions and provide
clarification as needed.
Proposats should be submitted on the enclosed Proposal Form, and will be opened at the Town of Vail
Departrnent ol Public Works at 1309 Elkhorn Drive, Vail, CO 81657 at 3:30 pm on Mondan July 12,
2{Xt4. Proposals may be faxed (970479-2166), mailed, or hand delivered before he above time and
date. Proposals received via fax or email will be kept confidential until the time of the bid opening.
Bidders do not needt6 be present for acceptance. The selection of the successful contractor will be
based on a combination of co6l, project approach and experience.
Please direct questions and comments to the Project Manager, Gregg Banie, at (970) 479-2337-
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Assoclated Contractors
Pirateshlp Park Renovation Prolect
June 2'1,2(Xl4
The following companies and contractors are familiar with this proj,ect.
Structural Engineen
Boyle Engineering Tim Boyle Vail, CO 476'2170
Note: oontact Town d Vail.profirci manager for engineering questbns
Steel Fabrkntorc,
Meyers and Gompany Gib Plimpton
Zmmerman Metals, Inc Kevin Orosco
Jerry Beauprez Fort @llins 970'49S1973
Note: Both o(the above companies have provided preliminary pricing and technical advice
WdenMasts
Log ltrowledge
EngineeredWd Fiber
Churchich Recreation, LLC Stephanie Seaton
Ermold Park and Recreation Les Ermold
Made in lhe Scfiade Dianne Schade
Pby Nets
Pucuda, lnc.
Basaft,
Denver,CO 303-294-0180
Boulder &+729-7529
877-88G5382
Evergreen 888-670-3721
Deep River, CT 800-241-7330
Mirade Play Equipnent
Churctricfr Recreation, LLC Stephanie Seaton Boulder gWT29-7529
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INTRODUCNON TO PLAYGROUND SAFEW GUIDELINES
Plrateshlp Park Bridge Prolect
Town of Vall
The Town of Vail has adopted a Playground Safety tmprovement Plan. The intent of the plan is
to bring all of Vail's play areas, existing and proposed into compliance with the most cunent
playground safety guidelines. These guirJelines, published by the Amedcan Society for Testing
and Materials (ASTM) and the Consumer Producb Safety Commission (CPSC), cover every
aspect ol playgroundsfrom slnrctures, to site uork, to individualplay pieces-
The Pirateship Park Renovation Projecf has been designed to comply with these gnridelines.
However, as frabrication of the play structure and construstion of the site plan proceed, it is likely
that items which do not comply wiih the guidelines will arise and need to be conected.
In order to insure that atl playground safety guidelines are met, the Owner offers the following:
:.. 1. Outline of Playground Satety Guidelines
The Orner will provide an outline of the basic issues to be aware of for fabrication and
installation.
2. Playground Safety Guldeline Meeting
Prior to construction and any fabrication, all contractors involved in fabrication or
installation will be asked to meet with the Owneds Representative tor 1-2 hours to
discuss the basic guidelines. This will provide an opportunity for questions and
concems, and discussion of specific issues.
3. Onvneds Representative availability
The Owner's Representatives will be alailable during construction and fabrication to
answerque$aons and to help solve issues vfiich may arise. Contractors are urged to
contact Gregg Banie or Todd Oppenheimer with any questions- All parts of the
playground must successfulty pass a comprehensive playground safety audit belore it is
opened to the public, therefore it is better to ask first than to fix it later. A copy of fte
playground safety audat form is available upon request.
All contractors involved with trr,is project are expected to ensure that theirwork complies with
all applicable national playground safety guidetines. Contractors will be held responsible for
items that are specifically tisted on the Outline of Plavoround Safetv Guidelinps provided by
the Town, on items covsred in the Playground Safety Guidetine Meeting, and on details and
drawings cpvered by this contract
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ITEM DESCRIMONS
Plrateshlp Park Bridge Propct
June 21, 2(Xl4
1. General Gonditions LumpSum
Includes equipment move-on and move-off, utility locates, temporary utilities, all projects
coordination, traffic control, provision of portable toilet facility, erosion control, tree protection,
fencing, signage, ard site clean up. Suruey layout shall be included as follows: The owner will
pay for one general layout, and one detailed layout after general grading has been completed.
The contractor shall be responsibte for protecting points. Additircnal layout at contactor's
epense.
fi.,:HJ'f.i:l*illo orpoor o,.onfHlloo?lfl Ensineered wood Fiber prayground surracins,
stairs, walls, marble slab, stripping and disposal ofsod.
3. Site Grading Lump Sum
Strip anO store topsoil,'excavation, haul off, and disposat as needed of on site matedals to
grade site to subgrade, bacldll walls and concrete bands, place 4" topsoil is all sod areas, fine
grading of topsoil, fine grading of subgrade under play surfacing
4. Dralnage Lump Sum
Includes all materials and work required for the installation of 41 underdrain in play area
including pipe, fabdc, screened rock, and tie in to existing storm sewel manhole.
5. Boulder Placement Lump Sum
Includes provision of site boulders, excavation, subgrade prep, compacted class 6 road base on
boulders adjacent to concrete. Boulders shall be 2-4' mixed sized. Placement at direction of
Owne/s Representative. Also includes construction of boulder wall between play area and
sidewalk.
6. Stream Bank Stabilization Lump Sum
Include.s excavation, subgrade prep, provision and placement of boulders, backfill, and cleanup
of excarrated materials in creek Permits by others.
7. Concrcte Sldewalk Square Yards
Shall include all work required to install 5'wide exposed aggregate sidewalk as indicated on the
drawings. Includes 6" aggregate base.
8. Concrete Stairs Lump Sum
Includes allwork and materials required to install exposed aggregate stairs as indicated on the
plans
9. Site lleckWall Lump Sum
Includes all nork and materials required to install the curved concrete wall for the nVharf as
indicated on the plans.
1O. Ship Foundation Lump Sum
Includes all work and materials including excavation, compaction, subgrade preparation,
forming, pouring, steel, and bacldill as required to install the concrete foundation for the
Pirateship Play structure.
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11. Site Deck Footers Each
lncfudes all uork and materials required to install 12" x 24" concrete footers and steel knife
plates for round wtrarf pilings.
12. Sandstone Steps 2flt Face Square Feet
tncludes alt work and materials to install seven (7) 24" x 36" sandstone steps per the drawings.
13. Site Handrails and Railings Lump Sum
lrrclgdes steel, fabrication, hardware, sleeves, installation, giming, painting, finishing and all
other work and materiats required for handrails and railings on wharf, concrete sleps, and
sandstone steps.
14. Pirateship Steel Fabrication Lump Sum
lrrcludesshop drawings, coordination with General Contractor and Carpenty_Contractors,.
supply, fibriiation, shop assembly and inspection by Onrner and Carpentry Contractor, shipping
to SG, field assembly, shop priming and field touch up of alt steelframes, decks, rails, bands,
assembly mechanisms and supports, field tracking and final welding and aly o]ller parts'
material6, tabor, etc, as needed to @nstruct the steel frame of the Pirateship Play structure as
indlcated on the drawings. Also includes an ernaluation of assembly methods to ensure thatthe
easiest and most cost effective methods and materials are used in the fabrication and assembly
process.
15. Frame Carpentry LumP Sum
lndudes materials, hardware, and labor to install all joists, nailers on the Pirateship. Also
includes provision and installation of two masts and bowsprit pel drawing specs. Includes stair
installations on Pirateship
Also includes the construction of the Deck Structure and Transfer Steps including framing,
decking, hardurare, and pilings.
16. Finished Carpentry Lump Sum
Inctudes all siding, dectiing, trim, hardware, construction and inslallation of portals, installation
of play equipment (slide, + tantubes, web climber, netting, ship's wheel, wall climber, the plank,
conSnrct and instail ladder, 2 telescopes) Owner to provide slide, talk tubes, web climber'
netting, ship's wheel, and telescopes- See attached "lnstiallation of Play Equipment" for more
information.
17. Pirateship Finlsh Painting' Lump Sum
Includes all work and materials required for preparing surfaces, painting, staining, masking,
finish coats, and other incidental labor and materials to finish the steel frame, nailers, siding,
masts, portals, railings, handrails, and other parts of the structure using the colors and materials
specified on the drawings.
18. Row Boat Installation Lump Sum
Includes atl woft and materials required for installation of concrete footer for row boat play
feature. Boat supplies by owner.
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I 19. Englneered Wood Fiber Surfaclng 2375 SF' lrrcludes provision and instaltation of Engineered Wood Fiber Surfacing to a 1? minimum
I conrpac{ed depth, including fabdc and drain system. Due to underdrain, some areas will require
I more than 1?. This additional quantity should be inctuded in the square foot unit cos{
r 20. Landscaping
F 2l.Inigation
I 21. Srvlng Set Add / Altemate Lump SumI Includes clearing existing vegetation from
-swing
area, excavation, installation of underdrain,
installation of concrete curb and rarnp, installation of swing provided by Orvner (Two 36"
I diameter x 36" deep concrete footers, poured witr swing in place) installation of Engineered
I Wood Fiber.
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PROPOSAL FORM
Pirateshlp Park Brldge Project
Town ol Vail
To: Town of Vail
From:
(hercinafter Bidde{
The above named Bidder hereby proposes and agrees to fumish allthe necessary labot,
materials, equipment, tools and seMces necessaryforthe Pirateshap Fark Bddge Replacement
Project for the Town of Vail in accordance with the Drawings and Specifications and all other
Contract Documents pertaining to the Projecl.
BID SCHEDULE
Item
Irn"r", conditions
2. Site Preparation
3. Site Grading
4. Dralnage
5. Boulder Placement
6. Stream Bank Stabilization
CosWnitg$r
1
1
1
1
Unit
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
EA
EA
LS
LS
LS
LS
LS
Iebl
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
7. Goncrete Sidervalk
8. Goncrete Steps
9. Site [leckWall
10. Ship Foundation
11. Site Deck Footers
12. SandstoneSteps
13. Slte Handrails and Railings
14. Steel Fabrication
15. Frame Garpentry
16. Flnished Carpentry
17. Pirateship Finish Painting
$
$
$
$
15
7
1
1
1
1
1
$
$
18.
19.
20.
21.
Row Boat Installation
Engineered Wood Fiber Sur.'
Landscaping
Inigation
1
2375
1
1
LS$
sF$
LS$
LS$
TOTAL BASE BID $
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Add Alternate No. 1.
Swing Set
guaranteed.
Unit Prices are valid for the life ol the contract.
Item Unit
'1. Install Topsoil cubic yard
2. Underdrain w/ pipe, gravel, fabric, etc linear foot
3. Landscape Boulder 3-4'diameter each
Bidder Acknowledges Receipt of the Following:
Project Manual
Drawings (June 21, 2004)
Addendum 1 dated:
Addendum 2 dated:
Wrltten
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SUPPLEMENTAL UNIT PRICE SCHEDULE
The following prices are intended to be the basis of additions or deletions to the work. The
value of such changes shall be determined by the quantities involved at the time of the award,
or as reinstated as specified. All unit prices for eash of the items listed shall include its pro-rate
share of pfofits, and overhead, and are for the items instatled in place, as maintained and
Unit Price
$
$
$
Submitted by:
Prlnted l{ame
of
Company
2(XB
Signed:
on
Date
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TOWN OF VAII./CONTRACTOR AGREEMENT
THIS AGREbMENT, made and ent€red hro this
-
day of -.".....-....-.- 2004,by and between lhe TOWN
OF VAIL, a Colorado municipal corporatioq 75 South Frontage Road Vail, Colorado 81657, hereiufter reGrred to
as the "Town " and with its offices at
hereinafter referred to as the I'Contractorn
, WTTNESSETTI:
WHEREAS, the Town has soticited proposals for the Pirateship Park Renor"ation Proiecl and
WHEREAS; the firm of represents that they possess the rccessary
qualiEcations to perform this service; and
WHEREAS; the Town has reviewed a proposal from for tbe provision
ofsaid services as part ofthe Town's contractror selection process, and tbe Toqm firds said proposat acceptabte; and
WHEREAS, the Town desires to engage the Contractor to render said sen/ices.
. NOW, TI{EREFORE, it is hereby agreed by and bdween the parties hereto that the Town does rctain the
Contraclor to act for and represeirt it in aU matt€.rs involved itr the t€rms of this dg6s6etr1 Such coatract for
services to be subject to the following terms, conditions, and stipulations, to wiL
I. PROJECTDESCRIPTION
The Contractor shall perform all necessary services provided under this Agreement in connection wilh the
project area- Project services are to include labor, material and equipment for the completion of tle Worlq as
indicated in the Project Mawel (6/21104), The Drawings (C-l tbrough 4 S-l through 5, Ll, and I-l though 2),
which are incorporaled herein by reference.
GENERAL SCOPE OF SERVICES
A. CONTRACTOR REPRESENTATIVE
Thc Contractor Representative shall accept fulLThe Contractor Representative is
responsibility for the management of this Agreement rmder the general diroction of the Tosn of Vail
Department of Public Works and shall report directly to the Project Manager, or his representative. No
substitution of the Contractor Representative shall $s mads unlless approved in advance in writing by
lhe Town.
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B. WORKSCOPE
The Scopo of Work shall be as indicated on the Drawings title.d '?irateship Park Renorration Projecf',
md the Project Manuel datd (6t2llM), nd the Proposal Form, subnitted by
on 2004.
C, SUSCONTRACTORS
A Subcontractor is a person or entity wto bas a direct contract with the Coltractor to p€rform a portion
.. of the Work af the sit€. Tbe Co[tlactor sbalt require eacb Subcontractor, to lhe extent of the Work to
be performed by the Subconhactor to be bound to the Contractor by t€rms of the Contract f,)ocuments,
and to assume tovard the Contractor all the obligations and rcsponsibilities which the Contractor
assumes toward the Owner.
ADDMONAL SERVICES OF THE CONTRACTOR
,d If althorized in writing by the Town" the Contractor will provide additional services which are not
considered normal or customary basic services nor included in the detailed scope of work These will
be paid in a lump sum amoun! agreed tpon between the Tolrrr and Contractor'
B. Other items identified during the project and mutually agreed to by the Toum and Contractor.
ry
The Town Shall:
A Provide firll information as to lhe requirements for the project
B. Designate a Town represe,ntative with respect to the work to be performed under this Agreement and
said representatives shall have complete authority to transmit iostntctions, receive information,
int€rpret and defirc tbc Tonn's policies and decisions with r€spect to maferids' equipment elemeots,
and systerbs pstine to the work covered by this Agreement said representative shall not have sole
4thority to incrcase compersation to the Contrirctor beyond that specitred in this Agreement
TIMEOFCOMPIJTION
This agreement will cotnmrence on 2004 and proceed on a continuing basis until &e
contract termination date of coryletion of the worlc All wort shnll be conpleted by November 24,2lX)4-
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COIi,PENS,ffiOU rOn SPwTCES
Contractor shall be conpensafed on the following basis:
A The total conhact shall not exceed an amount of$without firther ne
and a sr4plemental agr€emer - The maximum as stated above shrll lasluds all services, direct charges
. and expeirses. See attachod Exhibit "A' Item Descriptions for it€ms included in this cost
B. Should wort beyond that described in the scope of services be required, it wilt be paid for as extta
wort at a cost as indicatcd on the attached Proposal Fonn, or at a cost to be agreed upon in vniting by
the Tovm and thc Contractor prior to comn€Nrc€melrt of tbe additional work Such additional
Agreement sball be cxecutcd and approved by all persons re.quired by tbe Town
C. The acc€ptance by Connactor 6f hnal pa5ment under this Agreement, or any final paymeot due on
earlier terminatiotr of this Agreeme,n! shall coDstihtt€ a firll and corylete release of Owner from any
and all claims, ainranas, and causes of action whatsoever vrhich Contractor, its successors and duly
approved assipees, have against the Ownir.
. D. The undersigned agrees thaf, if any portion of said wort or material proves defective within One Year
fiom the final datc ofacccptance of the entire project by the Towo, he shall replace atry such defective
material and remedy any such defective wort to the satisfaction of the Town 4f 5hall {6f6ai,
indemniff and save harmless the Town from all damages, claims, demands, expens€s, and charges of
' wery lind which may arise as a rcsult of ary such defective material and worlmanship during said
period.
GENERALTERMS
A Ind€peNrdentcontract/of
The Contactor is an indepeodent conhactor, and nothing herein contained shall constintte or designate the
Contractor or any of tbc Contractols enployS or agents at employees or agents of the Town- The
Independent Coilractor is not entitled to Worter's Compensation benefits. The Independent Contractor is
obligated to pay Federal ard Stab income tax on any monies eamed pursuant to the contract relationship.
Frnther, it is agreed that:
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' l. The Toum of Vail does not require the Contraclor to work exclusively for iq
2. Tbc Town of Vait, for whom the services are to be p€rforme4 does not establish a quality
sandard for the Contractog
3. Tbe Town of Vail may srry,ply plans and specificationg but may not ov€rsee the acUral
wort or instruct the Contractor as to how the work will be perfornod:
4. . The Town of Vail can terminate the Con&act if the Contactor violales the terms of tbc
or hils to pro&rce a result tbat meets the specifications of the Contracq
5. The Town of Vail does not provide training for the Contractor's eryloyees or wor*ers;
. 6. Tbe Town of Vail does not providc tools or benefits to complete the Contract although
"Tt*t"L ad equipment maybe spplid
'7 , Thc Town of Vail does mt dictate the time of performance except tbat a completion
schedule and range of work hours may be established;
8. Palmc.nt for services rendered pursuail to this C-o ract will be mad€ to the trade or
' business name ofthe provider ofservices ra6.er rhan to tbe individuall; and
9. The Toum ofVail does not in any way combine irc business operatiotls with ihose of the
Contrac!or.
B. Insurance
The Contractor shall obtain and maintain in force for the term of this Agreement the following insurance
covemge's. Certificales of insurance evidencing such coverages shnll $6 fi6i5[6d to the Town at the time
of signing this AgreemenL Prior to cancellation of, or matsrial change in, any rcquisite policy, tlirty (30)
days unittcn notico shall be given to the Town tbrough its risk manager. All automobile liability and
general liability policies shall inelude the Town as an additional nemed insured by policy endorsement.
l. C.omprehemiveGeneral Liabilit5r
. . Each Occirrence: $ 1,000,000r Firc Damage: $ 50,fiX1' . PersonalmdADYlnjuryr $1,000,000
General Aggregate:$2,mo,m0r Products - C-omp/OP Agg: S 2,000,000
2. Automobile Liability (incfuding owned non-owne4 and hired):
o Combined Single Limit $1,000,000
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3. Workels compensation and e.oployer liability in accordance with tb€ Wortet's Compcnsation
Act of the State of Cotorado for employees doing work in Colorado in accordance with this
Agreemenl
C. No waiver of aay of tfo provisions of rhis Agreement stall be deetned to constitrte a wairrer of any
other provision hereia nor sh4ll such waiver constitute a continuing waiver unless othenrdse expressly
prcvidod, nor shall the waiver of any default hereuder be deemed a caiv€r of any su@uent defiult
hercunder
D. The Conhactor agrees to indenni$ and save the Town, its agents, and eryloyees harmless from and
agaiut all claims, demarids, liability, damagcs, suits, actions, or causes of action of every kind and
..natr€, costs including reasonable attomeys fees, which may be brought or asserted against the Town,
its agcnts, or employees arising out of the negligent acts, errors or omissions of the Contractor in the
performance of this Agreemenl
E. Tbe performance of the wort may be t€rminat€d at any time ia whole, or from time to time in parq by
tte Town for its conveniencc. Any such termination shrll b€ effected by delivery ro tlre Contraclor of
a vritlel notice ('Notice of Termination") speci$ing the date rpon which termination becomes
effective. This Agreement may also be terminated by the Contractor in the event of a material default
by the Town, provided the Contractor has fust provided the Town with written notice of the defrult
and the Town shall have failed to cure the specified d€fault within seveo (7) days of receipt of the
notice. If the Agreement is terminate4 the Confactor shall be paid on the basis of work status .
satisfrctorily conpleted under the detailed scope of services. The portion of work completed but hot
yet accepted by the Town shall be determined by the Town
F. Venue of any suit or cause of action under this Agreement sball lie in Eagle Count1,, Colorado. If it
becbmes rcc€ssar5r to bring any cause of action to cnforce the terms of this Agreemeng the prevailing
party shall be awarded its legal costs including lnvestigation and altorney fees.
G. Records of tbe Contractofs standard time charges pertaining to the project shall be kept on a generally
recognized accounting basis and sball be available 0o the Town or its authorized representatiVe at
mutually convenient times. It is agreed that any duly authorized rypresentative shall have access to
any books, documents, papers, and records of the contractor wtich are directly pertinent to this specific
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Agreement for the purpose sf making audit examinations, exceq)ts, and transcripts. It ie agr€ed thaf
any such examination by such representative shall be made atthe Colorado of6ce of the Conhactor,
rpon reasonable notice give,n by the Town
All docume.lrts, drawings, or plans, shall become the property of lhe Town and it is agreed thar the
Contractor shall not retain ary proprietary rights ofsaid rcporb, docurnenb, drawings, or plans-
Aay points of contact for both parties and any notice provided for in this Agreement gholl be deemed
given if mailed to the respecfve parties ar the addresses below:
Town of Vail
1309 Etltrorn Drive
Vail, CO 81657
Aficntion: Gregg Barrie
Phone: (970) 479-2337 Faur: (970) 479-2166
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Contractor's name, address, phone, andfax
This Agreement is for the expert services of the Contractor and may not be assigned without the prior
vnitten consent of all parties hereto.
It is firther agreed that no party to this Agreement will perform conhary to any state, federa! or
count5r lag or any of the ordinances of the Town of Vail, Colorado.
The Tovm agr€es to tender !o the Contractor all fees and money in accordance with this Agr€emeng
except that frilure by the Contractor to satisfactorily perform in accondance with this Ag€€m€nt thail
constitute grounds for the Town to withhold paym.ent of the amount sufficient to properly corylete the
project in accordance with this Agreement.
Should any."6d6a sf 'lis Agreement be found to be invalid it is agreed that alt other sections shall
remain in firll force and effect as though severable fiom the part invali@ted- ,
The Contractor shall not discriminate against any employee or applicant for employment because of
race, age,sex, rcligion, or national origin. The ConFactor shall take affrmative action to ensure that
applicants are employed and that employees are treated during employm.ent without regrd to their
race, coloq religion, agq so)g or lational origin- Such action shall include, but not be limited to, the
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fo[owing €mplo]ar€n! upgrading; demotion or trarfcr, recruilihent or rocnri@t advlertisi[8' la]otr
or termination, rates of pay or other foros of compensatiotr, and selectioo for training, incMing
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Tte urde$igned do hereby state tbat this conhact agreem€nt is executed in drrylicate as though each were an
origina! and that there are no oral agree,me,lrts that havc not been reduced in vniting tbis instrument
EXECUTED day of ,2N4.
TOWN OF VAIL, COIORADO, a Colorado
MunicipalCorporation CONTRACTOR
Staa Zemler
ToumManager
ATTEST:
Subscribed aod affirmed before me this day of -.......---.-... 20o4-
By
Notary Public
Commission Expires:
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NONCEOFAWARD
Town of Vail
1309 Elkhom Drive
Vail, Colorado 81657
The Orvner, having considered the Proposats submitted on July 12,2}O4,for the work covered
by the Coniract entitled "Plrateship Paik Renovatlon Prolect," and it appearing that your .
Proposal is fair, equitable, and to the best intsrest of the Owner, the said Proposal is hereby
accepted at the bid pdce(s) mntained therein.
Town of Vail
By:
Trtle:
ATTEST:
By:
Tifle:
o
I within tive (5) ionsecutive ca6ndar days hereafter, including this day, with the Work covered in
I the Project Manualentitled'Pkateshlp Park Renovation Prolect."
t Town of Vail
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ATTEST:
I Bv:
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riile:
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Playground Safety Guldeline Outline
Plrateshlp Park Renovatlon Prolect
June 2dl4
The items listed below represent the most common tlpes of safety issues tikely to ocurr on the Pirateship
Park Renovation Proiect. This is not an all inclusive list, therefore it is possible that other issues may
c{me up during conslruction.
The Torn of Vail recornmends thal if contractors are not sure d a p.adicular situation, it is always better to
ask for darification prior to cornpletion. The Ownefs nepresentatives will make every elfort to answer
queslions, develop solutions, and provide drawings as needed.
Erch ot ttlg |tems ltstd Elow are appllcable to ztt atrrrs of the ptayground, but arc brokart out
acrcodritg to where they would most ttkely be encountercd ln thts prol*t
SlteWorkl- SafetyZones
Eactr play structure and piece of play equipment has a safety zone where there can be no
encroachment from otrei equipm-eni, structures, or site feafures (boulders, sidewalks, etc)
This is typlcally 72", however lhis slide wltl rcqulre 96'frmt the end ol the slide. Swings are more
restrictive and the zone is listed below.
2. Surfacing
The specified surfacing, Engineered Wood Fiber, is required in all Safety Zones. For the purposes of
Uris pioject, 12" ls the mlnlmum depth lor the type and size of the playequipment and structures.
3. Guardrails
The wood deck structure area has guardraits. A guardrait is required lor any drop of 2!i' 01 greqter.
The.guardrail will have an upper and lower rail. The max height of the lower rail is 23" frorn the deck
to th; bottom of the rait. Thb upper rail height shall be 38" from the deck to the lop of the rail.
Shlo Structure1. Head Entrapment
This ls the most llkely to be encountered. There are two probes used to test tor lhis. lf the smaller
probe (sized 3 !4" x 6'ifits hrough ANY opening on the entire playground, lhen lhe larger probe
(sized I diarneter) MUST fit hrough also-
i,lost raitings for this project are sized with a I opening and therefore should pass this test. _Slairs,
stepladders, and hdderi have also been designed to passlfris test, however ALL OPENINGS
SHOULD BE TESTED.
2. Entanglement
The most basic problem with entangtement will be that no more lhan two (2) threads may protrude
out of any nut In addition, no piece of hardware can protrude more lhan ll8. vertically. Qther
problems may occur around the slide and are discussed below.
3. Protrusion
There are three round tools to lest for protrusions. A small, medium, and large. The rule is fairly
simple: if any of the tools fit over a protrusion, and the protrusion "proUutles" beyond the face of the
tool, then the protrusion FAILS the test.
4. Designated Play Surface
Any surlace greater lhan ? x ? square, that is at less than a 30 degree angle lrom horizontial is a
deiignated play surface. The surfice must therefore meet guardrait and protective banier
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raquire{nents and safety surfacing requirements. lt is the intent of this project to not create these
surfaces other lhan deck, stair, and protected surlaces.
5. Prolective Banier
A protective barder is required for all designated flay surfaces with a drop of 30" or greater. The
pumo6e of a protective banier is to prevent inadvertenl or unintentional falls'
6. Stairs
. All stairsonthispn*rc.tshall havaamaxlmumrlserof8"andamlnimuintrcaddepthof 14".
However, each stair 'rs diffJrent, please refer to the drawings lor specilics.
7. Step Ladders
The maximum rise on tre 6tep ladder is 9, and fre minimum depth is 7. Minimum inside width is 16-
8. Handrails
All but me handrail on this projec't shall have an upper and lo,ver rail. The tolerances for these rails
are as follows:'
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Lower rail 22-26'.measured frmt irose of step
Upper rail 22-38' measured from nose of step
SwIESS1. SatetyZone
The clear area for the swing is 2X the distance lrom the pivot point to.lhe seat, in front and behind fie
cross bar. In addition, there is a72" clear zone around the support posts-
2. S-hooks
S-hooksforsupportof thechainsandseatshall befullyctosed. Themaxlmumopeningis.04. All s'
hooks should be tesled with a feeler gauge. ..
Sllde1. Exit Height
The height from the exit surface to the play surfacing shatl be between 7-15'. lt is preferred thal the
height is in the 7-11' range so that as the play surface is displaced the slide will still comply with this
guideline.
2. Exit Salety Zone
There shatl be a clear zone 72" eadr side of the slide for a distance of 96" from lhe end of the slide in
the direction of the slide.
3'
fll?:i|sffi*?60'around ttre openins of rhe stide, there shallbe no objectthat protrudes srealer
than 1/S perpendicular to the surface towhich it is attached. i.e. a vertical wall cannot have a bolt
head that sticks out horizontally within 60" of the slide opening. lt must be countersunk.
4. Steepness
30 degrees overall, 50 degrees maximum at any point.
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Installation of Play Equipment
Plrateship Park Renovation Prclect
June21,2fi)4
Introduction
Each play feature on the Pirateship Structure will require custom installation. Several of the
phy f6atures will be pre-fabri(Fted, and some will be custom built for this pQjec't. In all cases,
ihaplay features will be supplied by the Owner, irnd installed by the Contractor.
Bidders are encouraged to visit the custom built play areas located in Donovan Park (West Vail)
and in Ford Park to see how similar play equipment has been installed previously. Pecgyse
some of the equipment will be custom built, there is an opportunity to provide input for dtfferent
ways to attach the equipment.
Following is a list and description of each piece of equipment. Also described are possible ways
to conn*t the equipment toihe structure, however, because some of lhe equipment will be
cusbm built, there is an opportunity to provide input attachment methods.
1. Sliding Board - Purchased from Miracle Recreation, part # 739-6, color Brown
See attached Specification, however, will require (214x4 posts attached to the steelframe.
'Rungf (step S pg 6 of spec) must slide through the 4 x 4 posts. See @mparable
installatibnd at bonovan or Ford Parks. Install will also require a short protective baffier on
each side of slide (<12").
2. Fun Fones - Purchased from Miracle Recreation, part # 71+994-3, color varies
See attached specifications for the above item. There are 4 Fun Fones to be installed. One
on the upper deck, one near the bowsprit, one at ground level undemeath the ship, and one
away from the ship, on the "docK. All should be supported using parts of the ship, ie, the
masi, or the side ianel, so only hardware should be required, with sorne ctstom fitting. The
Owner will providil enough tubing and the connection hardware, Contractor to supply
hardware to attach to the structures.
3. Telescope - Purchased from Miracle Recreation
2 telescopes, see enclosed picture, specification to follow.
4. Shlp's Wheel - Custom built by Town of Vail
The ship's wheel will be located on the upper dec*, and will be a 36" diameter wooden
wheel, mounted to a wooden post. The connection to the structure will likely be to attach to
the decking, and also to the Main Mast using steel angle and lag bolts.
5. Deck Netting - Custom fabricated by Pucuda Netting Company
The Net will be sized appropriately for the opening, and should be attached to the structure
by lashing a continuouiiine arounO the circumference of the net and the 1' support bar in
the opening.
6. Web Gllmber- Custom fabricated by Pucuda Netting Company
The web climber will required 3 footings at subgrade level, and should be lag bolted or
machine botted to the structure at the main deck level.
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7. The Plank
The Plank is located at tre 30' portal on the port side at ths front of the structure. lt should
attaci to the wooden nailers or siding. lt will be a 4 x 12 rough sawn cedar board,
approximately 6' long. The surface of the Plank will be no greater lhan 20' frorn the
surfacing. lt should be supported on the outside end by a steel support post imbedded
in a concrete footer. Top of footel shall be at subgrade elevation.
8. Watl Climber
lrlore information to follovr,.
9. ladder - Fabricated by Steel Fabricator
See details, sheet S-5.
10. The Row Boat - Custom built by Town of Vail
The row boat will require a 36' square x 12'deep concrete footer, top of footer at sufurade
elevation. Spdng will be bolted to the concrete.
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30" l.D. Straigltfi fube Slides from 3', {', 5', & 6'-6" Decks
Fa rE 6 oedststsm dtdE. Decls1sBns rdidd€d h ilEse sttres
Kits'Ctnice
714-739-6
Footing Layout
714.739-5714-739.3
Tube Slkle from 5' ToP Mew
714-739-4
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3ll' l.D. Staioltt Tube Slides non 3', {', s, & 6'{" Decks
Fd re as De.t rysEn #o* o.a tygt" mt hclded h tEse cen$es.
et #n+rce.o]
item assently (separate nro&de; not imktded in tfs assembly)
eb ard Clamps h Ded( Posts
I Side Enry Panel
I to Sladelssenlili at Befiray Exit
nmblyinto Footrys
ry Panel to Deck, Rung ofS[de Enry Panel to Bar Sockeb
ti*lg9+g alltd n1-dg4 W: tuwn tq ,ilfrt Flatp Cws n SMe A;sr.l;tb{y
It of Slide Exit
;sembly
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l fu footings; wheelbarorrn ol nixefi 5 gdlon Mcket wata spfly
nulpnrert-tor footiry hdes (spade shovd, post lmle diggu' auger)
asure ardlevd
d wrencfr se[ alen wremhes; soctet sec screwdivers
lder
I variety of drill bits, enercion cords, power supply
nallet
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3lf" l.D. SUaffi T$e $ldesrom 3', {', 5', & 6'-s" Decl6
Fatce6 Dedqlsgr ad.c. Ded( sJ6Ens rd ldded h tlese 6ett$es.
Enfry Pand on ib slde first and rsposilion as necessay. Use mallet t0 tap
uids onSlde Effy Pard udil eryd ler4ts dRutg are exposed on each eff.
ry8ffi*aimon@e6.
n[ Leg h Slide Asserbly
Exit as shwrn.
serslyir[o posl[ort' placing Front Leg in Fooling ard Slide EnryPanel agimt
{nad| side Enry Pald ro Deck
UNDIRSIDT t]F DICK
3/8' X I V?',
BUTTIN HEAD BILT
3/B'FLAT VASHTR
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3ll" l.D. Straight Tl6e Slldes ftom t', i', s', & 616" Decks
Fa re 6 DectsFdn addc. Decl stlgtns rdhd|H h ilEse er&.
Seore fung in Slide Enfy Pand b Bar SockeE and Clamps on Deck Posts.
Reftrto lftsa&fHanpA y *sanftn.
SLIDE ENTRY
PANEL
TWO PIECE
BAR SOCKET
RUNG ASSEMBLE
TO POST
lm€rt Side Assembly $ppon Leg into
Footiry and aftach wih Flange Cow
as slmuyn. Flange Cwerjoitrb rust be
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f SSde Bedrmy Eiit as mted bdoy. Plur$ and brace From Leg in FooUng.
erit regron rrirtairs ermugh dan[ to pefirit rYater rkim$.
s 4'OR IESS DECI(S S'On Cnelren
FNSHED GRADE
lumb ertire assertrily, tighten aI bolts ard prepare to pourconcrete. Proceed to
mffyinstallation.
ED*AY SIJRFACE
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Ground LevetFun Fones*
Tq Vfu rn FdN t-ryt t d dlpm. fufu h ilrffi*n a Pqe I nd Cu8f/nfureal,f,s abe*fen h Uilr/€,.
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ASSEM&Y
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POLYEIHYI.ENE PIPE
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IEFFOOIINO
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N,lmpoftanf tofes, these insbuctions, and othererplosed
and become familiar with system mmponents and hadwate.
N(fe: h not pu cwaicte tor Footings until allcomprcnb in systan Invo been
ittskf,d pairc0uc&ons and Maced inposifrbn hvel arrd plumb.
FrePfl
Read $afelyBroclruro lN,lmpaftanf tofes, these insbuctions, and other ernlosr
mateddS. Unpflq @unt, and become familiar wilh system mmponents and hadwi
lsrEPZ
lmtall Deck system(s) per sepade imlrrctions. Plun6, level, and brre in position'
S+ilrund.
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PART 1 GENERALNOTES
l. These general site wort reqpirenrents apply to all site work operafions. Refer to sp€cifcation secdons for
specific general, troduct, and er(ecution requiremonts.
2. Comply wih att appllcable locat, state, and fedoral requirements eganfng mat€rials, me0tods ol rvod<, and
disposal of excess and waste materials.
3. Obtain a PuHic Way pemit from the Town of Vail Departnent of PuH'rc Works, (97O),07$21q8: Obtaln all
required bulHing pe'nirits t|rough the Torrn of VaI Deiartment of Cornmunity Det elopment' 75 S. Frontag€
Road, Vail, CO, 81657. The fee br all building permits shal be waive<!.
4. All conbactors shall be lic€ns€d !o perform wod< within the Tonn of Vafl. Obtain and pay-br conhacto|s tconse
at the Tofln of Vail Depanment of
'Community tlevelopment 75 S. Frontage Road, Vail' @ 81657-
S. The existence of utilities and appurtenarrces as shor rn on theso drawings aro for r€f€l€nce mV.-. The e,cq
size, location, tlpe and eevaiiim shall be thoru,4hly hvesligated by the-confiactor pdg t9 fte qtt q
constnrction. Ei&vate test pits as rcquired to determine emc{ locafions of exisling utilides. P9]fo1m..woll( gtd
prwide necissary matedali to disconnec{ or rclocate exMng utililies as indicatred. Recod erdsting uffrty
teminatbn points bebre disconneclirE.
6. When urrcharted or inconecdy charted undergu.rd pping or o0rer ulilities ard seryi:es are enoounte€d d|ling
site work operations, notify'the applicablt utility "btputty
irnmediatefy to obtah prccedure dircctions.
Cooperato r;,ith Ote applicable utility iompany h maintaining active sewhes In operation.
Z. Locate, protect, and maintain bench madc, monuments, control pdnts and proiect engine€dr€ refer€nc€
points. Reestablish distuded or destroyed items at Contracto/s epense.
8. Perform site work operations ard lhe rernoval of debris and waste materials to assut€ minimum lnterference
with stre€ts, walks, and other adiacent facilities.
9. Contel dust caused by the woft Dampen surfaces as requircd. Comply with pollution contol reguladons of
goveming authorities.
1O. Protect existing buildings, paving, and other services or facilities on site and adiacent to f|e site ftorn damage
caused by site-work oftrdtions.- Cost of rcpair and restoralion of damaged items at @nbactofs expense.
1 1 . The 611 ner will occupy the premises and adiacent facilities dudng theentio pedod of consh.lction. Perbnn site' work operations to minimize confficts and 6 facilitate Oirn€/s use of the premises and cond$t of hb nomal
operations.
12. Examine the areas and conditions under which site work's performed. Do not proceed with the work until
u nsatisfactofy conditions are corrsted.
13' consuh the recods and drawings of adiacent work and of existir€ soMc€s and utilities which may effec{ sft€
work operations.
14. All elevations are national geodefic vertical dahim (N.G.V.D.).
1 5. The oontractor shall confine his operations ard activities for construction putposes wihin the establ"xsH stoe€t
line, Right-of-Way, easements, or property line.
16. All grassed areas distub€d by the construcdon shall be replaced or repaired as per th€ specification.
17. Alt pavem€nt, ddveways and sidewalks distuded strall be r€daced according to the details, even if it is being
rcplaced due to damage by th€ Contractot, and not being measured for payment
18. All sediment conbol systerns shatl be insp€cted and r€paired, in accordance With the contnct doq.rnents' within
24 hou6 of a sto.m o@urence or as directed by the Engineer.
19. Construction staking shall be the responsibility of the Contractor in accordance with the provisions a:.€tated in
the Special Provislons unOer 'f-ay61rd of Woft.' The cost ol fris work shall be included in lhe pri:es bid for oher
items.
20. Hodzontal locations of proposed work may be adjusted to fit existing field conditions with Spproval ol lhe
Orvne/s Representative.
21- Conneclions to existing manholes and drainage structures - lhe contractorshall\redfythe exisling manhole and
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I drainage structur€ invefts, nodry the Engineer if a discrepancy exists and a{ust the pipe slope as directsd-
I 22. The quantities as indicated on the contract documents are in no way waranted to lndicat€ the achtal quantities
ol work required. The contractor must vedfo all quanlities.
I 29. At the end of eacfi wofiing day, the Conr'actor shall be responsible for conn€ding th€ existing sio.m drainag€
I fpes to tre newty tnstald sf6rm Orainage system. All drainage systems withh the corstnrtion limits shaX be
maintained bY the Contrac-tor.
I 24. fury ddveway and sktewalk damaged by the Corhactor or hisrtrer subconfactors, and not Henlified to bo
t r"pfu""O as 'part of tris conhact, wm U.i conecteC at.the enense ot th€ Coofiactor, udess added b ttls
cdrtract by written autrorization of the Engineer.
I ENDOFSECTION
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PART2 S]TE PREPARATION
DESCRIPNON
The work under this section inctudes all hbor, equipment, matedals, and Incklental wot* necessary to p€dom site
ffi"ot- work as shown and
"pecmea.
ThL woft inchrdes protecting .""firy- tt*: not designated for rcloralt
ienf*ing tre€s and other vegetation as designat6d, stipprng bt Uum areas, stripping and stoclgiling topsof,' and
renrorring designated site improv€ments.
MATERIALS
Materials and equipment As selected by the Contractor, e)(cept as indilated'
Trce Protection: Green snow ferrcing.
EXECUTION
Porform site preparation woft before commencing site construction'
Locate, protect and maintain sctive utilities not designated for removal.
ppvlle necessary banicad,as, coverings, and proteclion b prevent damage b exislirg lrnprwernents indi:at€d to temain
ard to protect public dudng construction.
Instal 6' high chain link fencing and 'green screen" around proiect pedmeter, mainain in good condition throtrgh the
duration of the project
protect all areas that are not to be resurfaced or regraded and adjacent areas outside of the contracl limits ftom damage
Oue io site preparation work. Restore to original gddes and conditions, areas adfacen! to site dstutbed or damag€d as a
result of site pr€paration work.
public access to business locations shall be maintained through the projecf site at all times. Public access through the
proiect site may be restticted.
The contractor shall provide all necessary banicading and signage required. Plastic tape shall not be an acceptable
means of banicading.
Locate and suitably identify trees and improvements indicated to remain-
Tree Protection: Protect existing trees scheduled to remain agEinst injury or damage, including cutting' breaking.or
skinning of roots, trunks or branc"hes, smothering by stockpiling -construction materials, excavated materials, or vehhrlar
raffic within branch spread.
Trees shall be protected with temporary green plabtic snow fence enclosure. Provide a minimum radius from center o{
tree trunk equal to 12. per inch ot trunlid-iametir. Increase enclosure size as directed lor largetrees. Erect tsmporary
ferrcing befoie commencing site preparation work. Maintain fencing dbring fult construction pedod- Remo/€ t€mporary
ferrcin! when no tongerne&ed,6r*h"n """"pt Ule to Orner's Representative. Interfering branches ofbees scfieduled
to renrain may be removed when acceptaHe to the o|flnefs Representative.
Repair trees scheduled to remain and damaged by construction operations in a.manner aqeOlable to the Ome/s
Representative. Repair damaged ftees prompidy to prevent progressive deterioraton caused by damage.
Replace trees scheduled to remain and damaged beyond trbpair by construction operations, as determined -by the
Orvner's R6presentative, with t;a of sirita. iite arif species. Cost tor treo replacement shall be detemined in
accorUance'wittr the Tree Evaluadon Formula as describeb in 'A GuHe to the Pofessional Evaluation of Landscape
Teds, Specimen Shrubs, and Evergreens' published.by the International Society of Atbodctlture.
Repair and replacement of trees scheduled to remain and damaged by coristruction operations, or lack of adequate
protection during conskuction operations, shall be at Contracto/s e)Qense.
Clear and grub areas within contract limits as required for site access and execution of the work. Remove tleqs, plants,
undergrowlh, otrer vegetation and debds, excepl items indicated to remain. Strip weeds and grass- Fdl hees in.a
mann6r to prevent injut to adiacent fiacilities and to trees scheduled to @main. Use hand .rnethods lor gtrbbing insilJe
the ddp lin'e of treesto'remaiii. Srip grass materials to a maximum depth of !' und91q-ee canopies. Car€ftrlly lill or
scarif existing grade to a depth of 1 'l Remove stumps and rcots to a clear depllr of ,36' belou, subgrades. Remove
stumps and rdbis to treir fun bepth within 5'{' of undeqround structures, utility lines, footings and paved areas.
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Sfiip topsoil to its full depth at buik i.q areas, and all areas to be regnaded, rcsurfaced or paved within contract lirnit rvork
arei Sto*pne topsoit ir a tocaton icepa616 to 6re orlner,s Rep-resentative, br use in finish qradng and prep'aratbn
of laums ani ptanhng beds. Stockpiled iopsoil shall b€ fto€ trorn trash, brush, stones over 3' in diameter and other
e)daneous m;ter- draCe anC stopir stoc*f ites tor proper drainage and to prevent erosion. No topsoil shall be rcmoved
from the stte wihout lhe consent of the Orner's Representalive.
Rernore existing site ftnprovements within oonhact limiit as indicated. Remoal of ittdi:ated sit€ifplov€ments may
irrchrde but b nd firnited'to wooden planters, r€taining walls, guatdrails, concrete or brick walls, staiilays, steps, stone
masonry wans, landscape boulders ix roct<s, asptraft or concrete paving, cotrcrc*e curbs and gutters' and olher items as
indbated on the Plans.
R€mov6 existirE sidewalks, curbs and paving, induding a[ base materia[ as ]€cFft€d to a@orffnodate nsw cons'Eudion-
c|rt e*sfing sid6wa[G, cr.rds and paviig h';'ag sfaigfu lines to.p|orride a uniform, even.hansition ftom neur to aq@nt
existing wdrk Gut back existing p-avingi sutrcient distance to permit forming and installation of new wo*.
Fill beloiv grade voids wlth ct€an ear$ filllree of wood, metal and organic matedals. lnst8ll and compact fill In layers not
exceeding 6' In loose depth.
Rsnorre, temporarily rdocat€ dudng construction, and drstatl in final location street signs, parking meteF, mal botcs,
uaffic signal control boxes and other designated items.
Coodinate the woft with applicable gioreming aufiorifes. Comdy with a! ]equirements conceming ternporary installation
and pemanent reinstallaiion
S-tockpite, haul trorn site and legatly dispose of waste matedals and debris. Accumutation is not permitted. Maintain
dispdd routes clear, clean and-free of iebds. On-site buming of combustible clear€d matetials is not permitted.
ENO OFSECTION
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PART3 EARTHWORK
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DEgCRIPTION
Th€ woft under this section consists of th€ removal and satisfactory disposal, in the manner herein reqlired' of all
rnabrial taken horn witlrin the limits ol the work contracted for, the removal of whhh ls necessary for tfie construction of
the roadbed, subgrade, shoulders, slop€s, €ntrances, retalning walls and offpr miscellaneous constrrction to the
dlmen-sims ind fifiits shown on $e plari or as ordered. lt shall also include tho formation of embankrnents, lhe disposal
of suplus or rnsuftabl€ matedals.
CLASSIFICATION
Urclassified Ercavation shall consist of the e)@avation of atl materials of what€ver cfiaracter rcquired for the wod(,
obtaiG widlin tle ,ight of way, induding surface bouldnm and e)cavation for ditches and channels that is not r€moved
und€r some dler item.
l{trk Excavation shhll consist o{ the removal and dispmal of mixtrres of soils and otganic matter not suitable for
lounAaton or ernUankment mate.ial.
EXECUTION
E(cavalion shalt be made in con{ormlty witr the requirements-of the plans ard as odered by the Engineer. The
Contnador *ran, when necessary ln elcivation areas, plordde and maintaln dibhes rvt$c*t ate ad€quate to prevent fre€
*ater ftorn beoornkrg hcorporat& in materid to be used to form embankments, such dibfiing to be at the sole elQense. -
of the Contractor. The e:<cavations aad efitankments shalt be finished to snroo0r and uniform. surfaces conformrng to the' ' '
typbal sections specified. Vafttons from the subgrade plane elevations specified shall not be more than 0.08 ft. Where
tSfo1minotrs or coircr€ts surfacing matedats are to[e phced direcdy m tho subgrad€, the subgrade plane shall not v.ary
more tran 0.04 lt Materials shill not be wasted witirout permission of the Engineer. b(cavation operations shall be
6onOuaeO so material outside of the slope limits will nbt Ue AisUrOeO. Prior to begiqing grading operations, all
necessary cleadng and grubbing ln that arLa shall have been performed in accodance with the appropriate section of
these specifications.
Th€ Confiacior shall notify the engineer not less than fi/e (5) working days pdor to- beginning- excavalion so.any
necessary cross sections may be faken. The Contractor shall not e)cavate beyond the dimensions and elevations
established.
Archaeological and paleontological materlals encountered dudng the wo* shall be dealt with in accodance with
subs€ction | 07.23 of the Colorado Highway specifications 1991 '
Specifrc constnrction requirernents shall conform to the Colorado D.O.T. Standard Specifications for Road and Bridge
Constntction 1991 sections 203.05 through 203.11.
END OF SECNON
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PART,I BOULDERWALIS
DESCRIPTION
Work underthis item $all consist d the construction of stacked boulderwalls. The work 6hall include all mate.ials' lhe
ercavaton for iv,O.the placement of bedding material (wtren necessary), sr.bgxade prcparation, boulder placement' and
O"dnnin$ an in confonnity wlth the nnes, lraOes, Omensions and OAans shorn on lhe plans, or as oldered, and in
aoorU"nb *ift the provisions of trese sjdifcafus for lhe vadors mabdals and uotk wttiott cons{it ies the corpleted
sh,cute.
X'ITERIALS
Borild€rs sia[ be rcund€d, not anguhr, unless approved by the Ormer's Repregltawe: Boulders excavated from the
6lte shouH be used to the mairium irctent poiiinU. Bdckftl shall be fiee of frozen lumps' wood or.ofrler oQ|anic
iltd; ;,td shni bniist otsanO, grava, s6j, crustred stone or mixtr.lr€s theteof. On site material should pobably be
irrmA*t Or *" in bacldlllngralthirgtr diis *;if bo determined by the Ovner's R€presentative prior to construclion of
boulder walls.
EXECtmol'
The walt shall be constsucted in the localion and to the dimens'rons shown on the plans oras ordercd. llatedal shall be
ercanated so as to obtain a ffi and bvel subgrade to the'etevations sfrown on the plans' the u.bgrade shalt .b^e
cornpaaeC sif*r a plate compaaOr or a mentroA aforoved by the Orne/s Reprcsentative. When unsuitable mate.ial ls
erc6unteredwithtntreUearthg ar€adfnewalltnb mate.ial;hal b€ rcmotedin its entit€tyorto ad?.qlo-f thrce(3)bet
anA Uacmnea w h a gravel ni ana compacteO in twelv€ (12) inch fft"..Tlt9 boulders-shall be lald in line in cou6es
roughtteveted up. ffi'e OoUom ot i*nCition *,,o"r shai b6 composed 9t t"Ig.", TL*ry stones. The boulders shall
b€-;dc€d ; t,"i aig touchlng and anei remov"al of moving lmplsm'ents, should be stableend unrockable. Open ioints
shJi b" ;hinlied *tU, .p"lt" aiO smaner to"ks; from ttre r6ario ensure a tull face and that they will not.glo,t' Iht
backfill shall be placeo in sequ€nc; wiur rre wati constnrtion, in no case sha[ tfre watl height exceed four (4)-feet before
Ud;;;kfiih;dfit pitlA-;"d d.p".r.d- Tho backftlt shall be placed in lifts notto exceed twelvo (12) inches and
'care sfiall b€ taken to insure that a[ vdds arc filled and conpacted ard the boulders are not displaced-
END OF SECNON
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PARTs AGGREGATEBASE
DESCRIPNON
The work under fris section lncludes all labor, equipmeni, materials and all irrcidental work necessary for the installatbn
of an aggrogate base. Ttia base shall consist of a ioundation constucted on the prep€red subbase in accodance with
nese specifications and in conformity witr lhe lines, grades, compacted trickness and typical croqes€clim as shorvn on
the plans.
IIATERIALS
Aggregates for bases shall be crushed stone, crushed slag, crushed gmvq, lqt_uFl gravel, or crushed reclaimed
concrete or asphalt material whidt conforms to the quality r€quir€monts of MSHTO M147 e)a@t that the requircm€nts
for the ratrb of'minus No.200 sieve fiaction to ihe minuiNO. lO sieve fraction, stated in 2.2.2 of MSHTO M147, shan
not apply.
The liquld limit shalt not be greater than 30 and the plasticity index shatl not exceed sh wttsn lhe aggregate is test€d in
accorciance with MSHTO-T89 and T90 r€spectively. Test result copies shall be made available to lhe Orneis
Repr€sentalive upon tequest.
Gradation: Aggregates shall be combined and mixed by appoved methods so that the resulting material shall conficm to
the following gradation requirements:
Souare Mesh SieVes
.Pass U4
Pass #4
Pass #8
Pass*200
EXECUnON
Percent Passino Bv Wehht
100
3065
n-6s
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CoaGe aggregate shall be either gravel or broken stone at the option of the Contractor. However, only on€ typ€ o{
coarse aggiegate shall be used on I project unless othenrrdse pemited by the Engineer Obtain inspec'tion and applwal
of subgrade surfaces by Soils Engineer prior to hstalling fil or paving base matedals.
Disc, dry, and recompac{ or undercut soft and wet subgrade virgin soils prio,r to placement oJ any engfneered fill.
E:cavatb unsatisfaaory soil materials extending below subgrade elevation to depth as dirccted by the Soils Engineer.
Erdra e)(cavating and placement of additionai fill materials will b€ pait for as a change in work Obtain writlen
authorization fronr the Orvner's Representative belor€ p€rfotming extra excavalion work
Place engineered fill in layers not to exceed 8' in loose thickness with each layer compact€d to 95% of the maximum dry
density in accordance with ASTM D698 Standard Proctor Method or as specified by the &)ils Engineer.
ftlx to placing the bottom cource of bre aggregate base, the prepared subbase shall be maintained bue to line and
Srade. After he asqreqate is spread, it shatt G thoroughly compacted to 95"/o of the maximum dry density in accordarrce
fufr asrnt ooss -Sani6d prictor MefroO anO uounJ bi use of equipment approved by the Engineer. Water may be
used during the compaction and binding operation.
When the bottom course has b€en completed, as specified above, the top course aggr€gate shall be spread over it to
srrc{r thickness that, after ftnal compacti'm and binding, the total thickness of the two courses will equal that thickness
sp€cified for the completed base. The top course shill be spread, compacted and bound as specified above for the
boffom course.
The final surface of the subbase cours€ shall be fine graded so that, after final compaction and just prior to placement of
base or pavement courses, the surlace elevation shill not vary more than one{ua er inch above or below the design
lin€ and'grade at any location. The surface shall be complsted to lhe above tolerance and approved by the Engineer
pdor to airy work at i given location to place an ovedying course. lf after appoval, the clurse becomes displacedor
lisurOeA in any way ior any reason, ihe Contractor'shill repak and regrade the damage to the satisfac{ion "t S*
Engineer prior 'to piacing tre overlying course. All repaired sections shall be r€compacted until they meet lhe
requirements as stated herein.
END OF SECNOil
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PABT6 GAST.IN-PLACECONCRETE
DESCRIPT|ON
ite work under this section inclldes all labor, equipment, mat€rials, and all ircirlental wo|k necessary b provide castin'
place concrete as strourn anC gecmeO- fne i ,o* inAuOes fonmrork, rcinbrcing and accessodes' castindace corcr€te
ioundalions, retaining walls and miscellaneous stnrctural concrete.
ilATERIALS
Matedals atd methods ol constnrtim strall conply with tre folloling standads:
1. Colorado Depadnent of Transportation Standad SpecincaUons for rcad and bridge construction'
2. Amerban Society for Testing and Materials, (ASTM).
3. Ametuan Concrete Institute, (ACl).
Do not change Source or brands of cement atd agglegate materials dudng the course of the work'
Submit concrete mix designs. Obtain approval before placing concr€le. gJbmit co.nplete mat€rials llst of ibms
piopooeo ror rre wo*. raeirirv mater*rs iiJrce. Submit idmidrre and accessory ilem prcduct data. Submit matedal
teiificates tor aggregates and reinforcing..
Submlt concrets delivery dckets. ShoW the fotlowing: batch number, mlx by dass or sack content with ma*mum 6lze
"ggr"g-if", "Orixtures,
ik content, slump, time d ldading. Submit concrete tost tepo6.
General
Por0and cement ASTM C150, Tpe 1 , natural color.
Aggregate: pro/ide MsHTo M4it Grading #57 dean, uncoated crushed stone.or gravel coar€ aggregate fr€e ot
mlieri-als whictr cause staining or rust spots-; fine aggregate shall b€ clean natural sand'
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Waten Oean, fresh and potable.
Airentraining admixture: ASTM C260.
Water-reducing admixlure: ASTM C494.
lntegral concrete colorant: As. indicated on the Drawings
lllxes
provide ASTM C94 ready-mixed concrete. Batch mixing at site not acceptable. Use ACI 3ol Method 1 or Melfiod 2 to
determine mix proportions.
Strength: 4,000 psi minimum at 28 days.
Slump range: 2' to 4' maximum for consolilation by vibration.
Integ;al cdcrete colorant P6r manufactirre/s recommendafions.
Fibrous concrete reinforcemen[ 1.5 lbs per cubic yard.
prwide an approved water-rcducing admixture inall corrcrete. Provide an air-entraining admbdure in all concrete' Air
c-ontent s% to 7%. tndicate water alaeo to mix aiiro site on each delivery tbkel S-tro'r quantity-of water add€d' s'te
water ternpered mixes e:aeeai! specmeilfurp rang" s'ill b€ rci€cted as na cornpt 'vng wiUr spedncadon rcqulcnents'
Accessodes
Foms shall be wood, ptyvlood, or metal o{ sufficient strength to resist corcrete placement press-ure and to.maint'ain
hodzontal and verrical alignment dudng.concrete placement Provide forms straignt' ftee of defects and distortion'
Minimize jrints by usinE largest practical sizes.
Wood: Provide S4S surfaced plank wood forms where boad form finish is scheduled, membet slzes indicated'
Pbrwood: Provide high density sheathing grade, plywood sound one fiace, undamaged, with clean true edges where
ply|ood form finish is sch€duled.
Provide elposed edges chamfered.
provide form ties, formwork accessories and anchorages ol size required and of sufficient sbeng[h to maintain lomwork
in proper alignment and tolerances while placing concrete.
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Tubular column and suppofi toms: Round, laminated paper or fiber plies, giralty wound. lnside surface beated witrl
fonn release ag€nt. Proride wall thickness adecnrate to resist concletg licads.
Form release agent: Nonstaining chemi=l torm releaso agent free or oils, waxes and other materials hamful to
ooncrete.
Reinlorcing bars: ASTM A615, A616 or A617, Grade 60, new domeslic defomed steel bars' size as fidbated-
Fbforrs concrete rcinforcement 10@,6 virgin polypropytene fibtillated frers. Fibemix by Fibemesh Conpany or
apgove equivalent.
EXECUTION
l,lotify Ov.rne/s Representative at least 48 hours pdor to installation of concrete-
E€mine subgrades and installation conditiens. Do not start concFte wolk unlil unsatisfactory condidons are 6o€cied.
Design, erect, support, brace and maintain formwork to support all applied vettical ard ht€ral loads. Omsfitctfumtlotk
to ptduiOe cor"ci iize, strape, af ignment, elevation and p6iition ot comrete work Design and erect formf,od( to pemit
removal witho{rl damage to castiin.g{ace concrete surfaLes and adjacent materials dudng sMpping. Install, afgn and
level forms. Support and brace forms in place
Maintain follorving maximum tolerances:
Horizontal and vertical.lin€s: 1/4' in 10'4'.
Locadon dimensions indicated: 1/4'.
Gross sectional dimensions: Plus or minus 1/4'.
Earth cuts may be used as foundation forms, when excavations are straight at{ tru?, not expcs€d in the finlshed
structure and icceptable to the Orner's Representative. Any indication of excessive slope or fiailure of earh crds wlll
rcquire side fomwixt. Hand-trim sides ami bonoms of earth cuts ard remove loose din belors dadng concrete.
Coat form surfaces in contact with corrcrete with form release agent. Clean forms Sfter each use and coal wifi form
r€lease agent as necessafy to assure separation from concr€te without damage. Apply before phcing rcinfotcing sbel'
anchoring devices, and embedded items.
Locat€, place and.suppod reinforcement as indicated. Rebar stpuld be adequatety suppotted and secured toprev€nt
displacement. Instali, sel and build-in items fumished by other tiades. Provide adequat€ notification for installation of
necessary items.
Verify lines, levels and locations of formed concrete wo*. Verify that form dimensions comply with drawing dmensions.
Place no concrete in tootings before inspection and acceptance of bearing surfaces.
Plae concret€ in accodance with ACI 3O4 'Recommerded Practbe tor Measudng, Mixiq, Transponing and Placing
Concrete,'and as specified. Do not installconcrete work overwet, satrrated, mtddy or frozen subgrade. Do t|d lnstall
corrcrete when air temperature is below 40 degrees F. Use of calcium chlorirje, salt or any other admi)(llre to prevent
cficrete from freezingis prohibited. Protect adjacent work. Protect corrcrete frorn physi:al Agqfg9-qg,rd sE€ng0t
due to weather extremej during mixing, placirig and curirt!. In cold weather comply wlth ACI 306, 'Recornmend€d
Praclice for Cold Weather Conc-reting.'- tri not wlatner comply wittr lcl 3O5, 'Recommend€d Practhe for Hot Weather
Concreting.'
Place concrete continuously between construction jcrints. Deposit in horizontal layers not greater than 24'consolklate
layers while still plastic to prevent coH ioints. Ptice atl footings full thickness in one operation, wihod gqnSq in
prbportions, screbaeO O p'roper elevati6n and fioated. Consolidate installed concrete using mecfianical vigragng
bqiipment iraplemented iivd hand rodding and tamping. Wo.k concrete thoroughly arourd t€inforcement and oher
erbedded items and into all parts of formwork
Fomed finishes shall comply with ACI 301. Pro,vide asrast rdJgh form finish where scheduled.
Curing: Moist cure formed concrete surface with forms in place for 7 days. lf forms are removed prior to 7 days' apply
liqui<J membrane-forming curing compound complying with ASTM C3O9.
Surface repain Patch and repair detective areas to match adiacent surfaces. Matedals and finishes shall be consistent
witr installed work Provide iample repair patches, in locatiohs acceptabte to the O$me/$ Representative tor appronl of
rnatedals, procedures and finish results.
Maintain fidd records of time, date of ptacing, curing and removal of forms of corrcrete in each portion ol work
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Acoeptanc€: The presence of serious honeycomb or e)cessive misalignment of blms shall be sufficient caus€ ,or
relpfton and rcplacsm€nt of the corrcrete .affecied at the Conbactol's e,Pense'
provide field quality conbol testing and inspection as indcat€d on lhe Drawingsdurir€ concFte 9pe@s- feoilg ard
inspecfion sftaff O" performeO UVi quafin& inOepenOent testing taboratofy and pail for,q fte Orner. Conbactor shall
pov*le aOecpate notice, cooperatewith, providi accesslo thiworlq obtiin samples,and assist test agercy and heir
iepresentarires in er<ecufuon 6tneirtnctbn. Provide air indkptortests with a rchase- AE35 or equalair indil:ator' and
aii meter tests in accodarre wid'r nsrM czsr or cl 79 for all air€ntralned concrete. Test the first load of corrc.ete each
day. Fumbh copies of fidd recotds and test reports as listed br sfenglh tests'
SrnBngtr testing: Prwile 1 set of 3 test specimens lor €ach 50 *r Ydi'-pi3.c:q !n any one doy.- Secure samples.in
;cc.tfu*" *i6 ASTM C172;nd rnotO spbmens ln accordance wdr ASTM c31. Test 1 sp€clnen at 7 da!'s and 2
specimenJat za Aays ln accoruanc" "'iti rcrU CgS. Fumish copies of feld records.."f .t31fp"J5^11f*1tr'sj^3;6pd b trJ Oumeis Representative, I copy to Conbactor, and I copy no Ready-Mix SuppLor. Reco;1; gr€ e)€cl
loation of tfre concr"t" in n"."r* r"pt"s.nbi by each set oicylinders ind strow on test repods. Prcvide an lnsulated
. mdsi box br pot€ction of the test cylinders until shipped to thg laboratory'
protec{ concrete woft from damage until final acceptance. PovlJe temporary banicades and waming lights as r€qitir€d
for pDtection of project work and publb safety.
END OF SECNON
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PART 7 CONCRETE WALKS AI{D PAVING
DESCRIPNON
The work under this section includes all labor, equipment, materials, and lncuental work necessary to provide-concrete
curbs, walks and paving "" "tt*rn-
and ip#nirl, Th€'work includes final subgrade pr€paration and paving base'
formwork, reintorcement, clncrete, and accessories.
IIATERIALS
Itibterials and methods of construc{ion shall comply witr the follorvlng standads:
1. Cdorado Department of Transpoilalinn standatd sp€cifications fror rcad and bridgO constnrction
2. American Society lor Testing and Matedals, (ASTU).
3. AmEdcan Concrete lnsdMe, (ACl).
Do not change source or brands of cernent and aggregate matedals during ttre course ol the wofk'
SLbmit concrete mix deslgns. Obtain apprwal bef,ore placlng co.rc|Bte. Submit complete mat'erials fst of items
;,opglgd fu ill" work. kdntify materiatsiortce. SOmit a*nnOrre, cudng cornpound, retader and accessory item
b.buA a"t". Submit materiatlenificates for aggregat€s,
''ginforcing
and ioint fill€ls.
SLtUnit concrete ddivery thkets shoivirB: babh number, mix by class or sack cont€nt with marimum size aggr€gFte'
admi)ilures, air aontent, stump, loading time. StSmil concrete test rcpods'
Deliver curing matedals, admi:dures and retarders in manufabhrre/s standatd unopened containers with labels legiltle
ard intact. Store and protect from freezing and damage-
General
Porflard cement ASTM C'150, TID€ 1, natural oolor.
Aggnegate: proride ASTM G33 nomal weQht agrgregates, 94' maximum size, dean, uncoated crushed stone orgravd'd.sj"ggreg"t"
free of materials whk*r &use-itaiiing or rust spots; fine aggregate shall be clean natural sand'
Watec Cl€an, fresh and potable.
Air-entraining admi)ftire: ASTM C260.
Water-reducing admlrdrre: ASTM C494.
Integral concrete coloranE As indicated on the Drawings.
lllxes
Prwide ASTM C94 ready-mixed concrete. Batch mixing at site not acceptabte. Use ACI 301 Mehod 1 or Method 2 to
determine mix pfoportions.
Strength: 4,000 psl minimum at 28 days-
Slump range: 2' to 4' maximum for consolidation by vibrauon.
Integral concrete colorant Per manufacturc/s recommendations.
Fibrous concrete reinforcement 15 lbs per c-ubic yard.
Prwide an approved water-reducing admixture in all concrete. Provirle an air-entraining admixture in all concrete. Air
content S% to 7%. tnOtate watei iUOeO io mix at loO site on each delivery t'rcket. Show quantity of water added. Site
water tempercd mixes erceeOin! spe"m"a Surp ringe wil be reiectred as not complyingvrih sp€cifcalbn GquiterFnts.
Accessorles
Granular base: CDOT Class 6 road base.
Forms shall be wood or m€tal of sufficient strength to resist concrcte placement pressure. and to maintain horizontal and
r/ertical alignment Urrf ng conciete-pdcemeni FroUAe torms staighl free of detects_and dis{onion, and height e lufl t9
full <lepth o:f concrete work Minimiie jolnts by uslng largest practicit iizes. provUe Z' nominal.thickness, surhced plank
wood iorms for shaight s€ctions. Usi nexiUt'e me6l, ti lumber or pl!^,vood forms to toim radius bends.
Joint filtec MSHTO lyl2 l g pre-molded, non-extruding asphalt-impregnat€d fiberboard, thbkness irdicated-
Curing conpound: ASTM C309, nen-yellowing, non-staining liquid membrane'forming typ€ cofltaining a fugitive dye'
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Chlodnat€d rubb€r compounds not aoceptable for e:<terlx use.
Jc,int sealants: Two corponent polysulfide or polp6tharc ehstoneric type complyirg wi[t FS TT€'00227' selt leve[qg'
dGigned for foot baffic.
Refrforclng ste€L ASTM A61 5, A61 6 or A61 7, Grade 40, new dornestib deformed steel bas.
Fbrous concrst€ rg6furcement 1007o virgin polpropylene fiAdlht€d fibers. Fib€rmix by Fibemesh Company or
apprcved equi\talerf
Fonn rclease agent Non-staining chemical form release agent free of oils, waxes and ofter materials hamful to
cofEr€te.
Color€d concret€ fnish beatnent Pigm€nted heavy duty, non-yelolving, curing and ftnish beatnent formulated for use
on colorcd corrcrete. Provlde finish beatn€nt as dir€cbd by pigment manufactur€rs.
EXECUnON
tldfy Oumer's Representative at least 48 hou.s pdrx to installation of conctele'
Fxmine stogra<les and installalion co,nditions. Do nd start cdlcr€te wo.k until unsatisfactory conditions ar€ conec{€d.
Base
Proot roff $e subgrade and do a[ necessary rclling and compactirE.lo obtain firm, even subgrade surfac-e.fill-and
consolidate <lepraiseO areas. Remove urrc6mpactlHe ma!gd!!, rcplace witr. clean fitl and compact to 95% of the
manmum dry demity h accotdancs wih ASTM D698 Standad Proctor Method'
provkl€ compacted granular base matedal at walks and paving as s€t fo.th jn F€ F.qui.r€ment under Sp specification br
.lggregab 6ase'. Femore bose material and debris lrom base suface beforc placing corcrete.
Fonne and Rdnforcement
Oeslgn, er€ct, srppo4 brace and maintain brmwoft to support all€pplied vertical and hteral loads. @nstuct bfinutofi
to-p'r6i,tfue ciliii ;Le; sttape; ;lign."n! ete*tion ano pdiition of ooncrete work. D€sign and et€ct formwork to permit
remorral wifirout Oama'ge td c;Jinftace concrete surfdces and adiacent mate]ials during stripping. Install, align and
lowl fotms. Support and brace forms in place.
l/lalntain follodng.maximum tolerances:.
Top of brm: Maximum 1/8'in 10{'.
Vefiical face: Maximum 1/4' in 10'-0'.
Coat form surfaces in contact with corrcr€te with form release agsrt. Clean forms after Each use and coat with form
rolease ag€nt as necessary to assue separation from concrete without damage. Apply before placing reinforcing s{eel,
ancfiors, and imb€dded items.
Locate, phce and support reinforcement as indbated. Rebar shouH be adequately $Dported and secured to prevent
Oispacement. trstali,'set and build-in wosk fumished under ofierspecification.s€ctions.. Ptovide ad€guate notification
Or'frstattation of necissary nemi. instatt tipe sleeves tor inigation, electrirxl, and drainage systems as indicated or
debrmined In the field.
lnstalhuon of Conc-rete
Place corrcrete ln accordance with ACI 304'Recommended Practice for Measuring, Mixing, Transpor-tinO-and fl3cingih;;t" j il ;i Gn"O. b. not install concrete work drer wet, saturated, muddy or fiozen subgrade. Do not hstall
conc{Fte when air timperafure i" Uetor lo O"grees F. Use of calcium chlodde, salt orany other admidure to prevent
concFte tfom freezing js prchibited. Fr,otec,t aujacent wo.k Proteqt concrete ftonr physir:al datnage or reduced st€ng0t
due to weather e{reires ddd-;ffig;ptd;a inO curlng. In coH-w_eather colnply wq ACI 306' 'R€coormended
Praciice for Cold Weatrer Conc-reting.'-iri trot w-eattrer conrity wit lCl 305, 'Recommended Practice tor Hot Weather
Concreting.'
Molsten base to provide a unibrm dampened condition at th6 time concrete'is placed. Vedfy manholes or other
stn c{u€s are at iequhed finish elevation and alignment before placing concr€*e'
place and spread corcrete to the ftrll depth of the torms. Use only squarecnd shovels or concrete rakes for hand
sp6ading ahO consotidating--t*r.t". 'E
"r"is€
care dudng spreading and cmsdidating operations to prevent
segregation ol aggregate and dislocatfum of reinforcemenl
Place concrete in a continuous operalion between e:gansion joints.
placed continuously.
Pwile constuclion ioints when s€ctions cannot be
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Place concFte in one cou.se, monolithic construc-lion, tor the full width and depth of concrete work Provide concretelo
fu [ thicknesses indicated.
Strikeoff and full-f oat concrst€ afier consolidating. Level ridgas and fill voids. Ctreck surfuce wittl a 1 0 'O' straightedge.
Fi[ depessions and refloat repaired areas. Daby the con6rete surface to provide a smooth level surface ready for
finishing.
Provlde culb profiles, steps, ftmps, and concrete slabs as indicated.
Joints
Construct control, epansion, and constnrcdon joints propedy aligned with face pependicular to concrete surface.
prcvide tooled c!|ntrol ioints, sectioning concrete into areas indicated. Tool ioints to dep$ equal to not less lhan one
third ('ll3) ol the concr6te fricfness trairO toot control Fints in patt€m and at spacing irdicated. When not indicated'
povide spacing €qual to slab wldth and not greater lhan 10'4' on center.
Prcvide standard keyed-section constuc{ion.fttnts wh€r€ indicated.
pmvide epansion Fints usang premolded, joint fill€r at conci€te worft abutting curbs, walls, structures, walks' and other
fi-a "b[c{4.
ioca:te e,pansffiir ioints as ddicated. When not indir:ated, provide ioints at maximum 3Or0' on center lor
cufu'aiiO waffs. Align'epansi|n fints in abuting culbs and walks. tnstall Joint fitlers tull-widtt and depth ol ioinl
ft"ide toe eOge nuit wifi aApctint finlshed surfice. Provide joint fillers in single. lengfihs for the tu|l slab widh,
ulrenever i663bte. Fasten lrini filler sections together when multiple lengths are required. Protect the top edgB otthe
jolnt filler during concrete plac€menl
Goncrete Finishing
Perforn concrcte finishing using mechanical or hand methods as required.
Upon cornpletinn of ffoating, and after bleed water has <tisappeared and concrbte can sustain fod ptessure wih norninal
indentation, cut corcrete away from ioms. Work edges with an edging tool. Round edges to 14' radius. lnstall cor tol
ioints at indbated locations dudng edging operations.
Int€rally colored concrete finish: After selected surface finish is completed, apply 2 thin coats of coloted conctete fnish
treatrnent in acoordance with manufac'turc/s recommendations.
ProvftJe sidewalk and pavement suriac€s with te!ftlred rnedium broom finish. Edge outside edges and allioints with a
radius edging tool. Provide ramps wifr a nonslip texturcd medium broom finish.
Cure corrcrete with a nonstaining liquftl membrane-lorming compound. Spray apply in accordance with manufacfure/s
reconrmended cove.age rate. Appiy curing compound immediately after completing surface finish.
Jdnt sealants: Install idnt sealants wh€re Indicated in accordarrcs wi0r the nranufac'turer's rrecorfrmendations- Clean and
pdm€ 1tnts. REmov6 dirf and looso coatings. Apply sealants in conlinuous beads, without open ioints' void€' or air
iocfeis- HanA toot and finish all ioints. Conn-ne mitbrials to |rint areas with masking tape or o0ler pr€cautions- Remotre
Lxcess conpound pompdy as woft progresses and clean-adjoining surfaces. In rough surfaces or joints ot uneven
widths, install idnt sealant wen back Into Fints.
Maintain field records of time, date of placing, curing, finishing, and removalof forms of concrete in each portion of woft.
Acceptance: The presence of serious honeycomb or excessive misalignm€nt of foms shall be sufficient cause for
reiection and replacement of the concrete affected at the Gontracto/s epense.
Provkte field quality control testing and inspection as indicated on the Drawings durinq oqtcrete gperations. Testing and
lnspecddn shA{l bo perfonneC UVi qualified independent testir€ laboratory and paid for by the O,rrn€r. Contractor shall
provide adequate nbrce, coopeirate with, providi access to th€-uloft, obtain samples_and.assist tsst agency and their
iepresentatives in exectrtion df Ureir funciibn. Provide air indicator t€sts with a cOhase" AE35 or equalair indicator' and
ai; meter tests in accordance witr ASTM C231 or C173 for all air-entrained concr€te. Test the first load of concrete each
day. Fumish coprieq ot field records and tesl repotts as listed for str€ngth tests.
Strengrth testing: Prwide 'l set of 3 tost specimens for each 50 cu. yds. p]"q4
'.n {Y one day- Secure samples.in
accordance with ASTM C172 anO mofU spbi*ens in accordance wii'r nSfU C31. Test 1 specimen at 7 days and 2
specimens af 28 days in accodance *t0i lSfU q39. Fumish copies of field records..arf test repons as -follows: 2
cbies to fre Or,,neis iepresentatlve, 1 copy to Contiactor, and 1 copy to Ready Mix Supplier Record the exact
b&tion of ne concrete in ihe work repiesent& by each set of cylinders irid shonr on test repotts. Provide an insulated
mcist box for protection of the test cytinders until shipped lo the laboratory-
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i Profiect concrete rvort frun damage due to construction, vandalism, and vehicular haffc untl final acceptance- E)cfud€
I and vehixrhr traffc-horn concreb pavsments br a least 14 da)'s' Provitte temponary bani:ades and
I waming lights as required br pdecrion of proiecl wod< and publb safety.
I Sweep concrete sidewalks and par/ement, wash free of stains, discoloratftn, dG and other foreign matedal inmedialdy
I pfur to final acceptairce.
EI{D OF SECTION
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PARTS IIETAL FABRPANOIS
DESCRIPnON
The work under this section indudes all labor, equipment, mat€dals and all irrcfulental work necessary for the-fabdcalion
and instalhtion of metal fabrications. Uetal iaU-rication includes items made from iron and steel shapss' plales' ba6'
"trips,
t rUo, pipes, and castings which are not a part of structural steel or other metal slrstems sp€ciffed elsewtpre.
prdviie ass6in6fies which, wtre-n insfalled, comply irdh trE tcrlto.ring minimum Fquirements tor sinrc-h.lral perfotmance,
unless o0€rwlsg notod.
UATERIALS
F€rous mdals
iiletal suilaces: For labdcafion of miscellaneous metal wod( urhlch win be exposed b view, use only matedals which are
smoo0r and fiee of sudace blemishes including pitting, seam ma*s, ro$er marks, rdled trade names, and roughn€€s-
1- Steelplates,shap€s, andbars: ASTMAS62. Steel bar grating: ASTM A56t9 or ASTM A36
3. S:teel tr.6ing: CoH formed-ASTM A500, or Hot rolled'ASTMAsO1
4. Stnrtural sieet sheet Hot rolled-ASTM ASZ0, or cold lotl€d ASTM 61 1 , Class 1 of grade requircd br desQn loading.
5j catfitA st-"tural steet sheet ASTM Ai46, of grade required for design loading. Coating designation as
indicat€, or if not indicated, G9O.6. 560l pipet ASTM AS3, tyf;-and grade (it appticable) as selected by fabdcator and as requlred for design loading:
black finish unless galvahizing isinOicaieO; itandard weight (schedule ilo) unless othemise noted.
Concrete inserts: Threaded or wedge type; galvanized fenous castings, either malleablejron, ASTM A47, or cast steel,
ASTM A27. Provide botts, washers, aird shims as required, hotdip gelvanized, ASTM 4153.
FastenerS
Prorid€ zinc€oated tastene.s for exterior use or u/here built into e)derior walls. Select fasteners for llpe, grade' and
class requircd.
1. Bolts and nuts: regular hexagon head tlpe, ASTM A307' Grade A
2. Lag bolts: square head b,pe, FS FF-B-5613. Machine screws: cadmium plated steel, FS FF-S-92
4. Wood scr€ws: flat head carbon steel' FS FF-S'111
5. Plain washers: round' ca.bon steel' FS FF-W-92
6. Masonry anchorage devices: erpansion shields' FS FF 5-325
7. Toggte 6ohs: tum5b wing type, FS'fr-a'seg' type, cla:s,-and style as required
8. Lod[ washers: helical spring type carbon steel, FS FF W€4
Paint
Shop primer for Fenous Metal: Tnemec 90-97 Tmeme Znc rnetal primer applied at 2.5 t 3-0 dry mils' Apply to
e)d€rior ste€l surfaces (SSPC Zone 1B)
EXECUTION
General
Preassemble items in shop to greatest extent possible to minimize field splicing and assembly- Disassemble units only
as necessary for shippingandiandling limitabons. Cleady maft units for reassembly and coodinated instafiaiion.
Use materials of size and thickness indbated, or if not indicated, as rcquircd to produce strength and duability j". fi$t"d
product for us€ intended. Workto dinrensions indi€ted or accepted o Shop Drawings, using prcven details of labdelion
anO support. Us€ type ol materials indirxted or specified for various components of the work-
Form erposed wo.k truo to line and tevel with accurate angles andsurfiace and straight sharp edgcs. Easo aQosed
edges to a radius of approximaLfy ilg2; ,ni""" otherwlse iniicateO. Form bent-metal corners to smallest radius possible
without causing grain separation or othen'vise impairing work.
Weld comers and seams continuously, complying with AWS recommendations. At e&osed connectinns, grind erposed
weHs smooth and flush to match and blend with adjoining surlaces.
Form erposed connections with haidine irJints, fiush and smooth, using concealed fasteners wherever possible. Use
erposed'fasteners of type indicated or, if not indicated, Phillips flat-tread (counte.sunk) screws or bolts.
Provkle for anchorage of tl/pe irdicated, coodinated with supporting slnrctire. Fabricate and space arrchodqg clevices
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to provide adequate support for interd€d use.
Cut, reintorce, drill, and tap miscellan€ous metal worl(s as indbated to receive finish hadware and similar items.
Shop Painting
eppfi
"nop
pti?,"r to surfaces ot metal fabrications e)@ept those which are galvanized or as indicated to be
amb€dded in concrete or masonry, unless othenrise notdd and in cmpliance with rcquirements ot SSPOPA1 'Paint
Application Specification No. 1'for shop paintirg.
S&ipe paint atl edges, comers, crevices, bolts, weHs, and shap edges.
Surface Preparation
F
"pa."
g",iut metal sudaces to comply urih the minimum regulrernentsFqicaqq *toy for SSPC surface
preiaration specifications and environm6ntal erposure conditions of installed metal fabdcaiitrns:
1. Exteriors (SSPC Zone 1B): SSPGSP6 tommercial Blast Oeaningf
2. tnteriors (SSPC Zone 1A): SSPC-SP3'Pouter Tool Cleaning'
Rough Hardwar€
Fumish bent or otherwise custom fabrirxted bolb, plates, ancho6, hangers, dolvels, and other miscellaneous st€ol and
lron shapes as required for framing and suppoding woodwork and for anchoring or securing woodwolklo concret€ or
offier stnrctures. Fabdcate item io-sizes, sttif*s, ind dimensions required. F{mish malleable iron washers foi heads
and nuts which beir on wood strucuJral connections; elsewhere, fumish sleel washers.
Preparation
Take field measurernenb prior to fabrkEtion wher6 possible. Coodinat€ and fumish anciorages, seting druawings'
diagrams, templates, instmctions, and directions for installalim of ancfrorages,€t c-tl. as concete inseds, sl€eves' ancfior
bolts, and miscettaneous items traving iniegral anchors, which are to b€ embedded in corrcrete or tnasonryconsh,cfron'.
Coordinate delivery of strch items to prciect site.
lnstallation
Fastening to ln place Construction: Proride archorage devices and fasteners where necessafy for secudng
miscellaneous metaf faOrlcd;i to in place construction 'fictuding hrcaded fasteners forcmcrete and masonry kis€tts'
toggle bolts, through bofts, lag bofts, wood screws, and other connectors as required'
Cutting, Fitting, and Placement: Perlorm ortting, drilling, and fitting required for installalion ot miscellaneous m€tal
fabrbations. Set work accurately in tocation, aftg]iment ind elemtim, pltis, level, true and free of rack measurcd from
estabtish€d lines and levef. Cov6e temp6rai Oracing or anchors in formwoil {or items which are to.b€ bulft.lnto
conc6te masonry or similar consbuction. ' Fit eiqosed ionnections accurately together to form hairline loints. Wdd
connections which are not to G left aJ eposeO ;dints, but cannot be shop welded d€caus€ of shlPptng slze limltations.
Gdnd e)eosed joints smooth and touch tip snoi paini coat. Do not weld, cut, or abrade the surfaces of odedor units
which have been hotdip gatvanizeU after fabn&tion and are interded for bolted or screwed field connections.
Field Welding: Comply with AWS Code for procedures ot manual shielded metal arc welding, appearanc€, and quality of
welds and methods used in coneclion welding work.
Seting Loose Plates: Clean concrete and masonry beadng surfaces of any bond reduc!19 materials and rough€n. to
improie bond to surfaces. Clean bottorn surface of'beadng-ptates. S€t loose levding and bearing plat€s 9n w€dgps-or
other adjustable devices. efteitre Uearing members havi6een positioned ard plumbed, tighten the anchor bolts. Do
not remove wedges or strims, Uut it piotuO-ing, c,rt off flush with de edge of the bearing plate belore pactirE$ilh grout.
Use metallic non--shdnk gruri in co#ealed locations wtrere not eposed to moishrre, use non-metallic, ttott shdnk grcut
an oeosed locations, uniess ofrprwise indicated. Pack grotrt sofidly between bearing suriace and pbtes to ensur€ lhat
no vcids remain.
ffr|5,:frr:iflrecr6n, clean fietd welds, bolted connections, and adraded areasor shop lnt al{ paint erpased
areas with the same mated ;s ;sed foi inoi painting. Apply by brush or spray to provide a minimum dry fitn thic*ness
of 2.0 mils.
For galvanized surfaces, clean fieH welds, bolted connections, and abraded areas ard apply galmnizing repair paint to
comtly wi&| ASTM A78O.
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END OF SECTION
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PART 9 IRRIGATION SYSTEMS
DESCR|PNON
The work under this section includes all labor, equipment, material, and all lncklental uiork n€c€ssary br the Installatbn
oi " *1npf"O undeqround inigalion system as sirown and sOecified- The wo* indtrdes automatic lnigE|ftm system
lnciuOing'piping, ftUirigs, sprinklEr headi and accessories, pump(s), valvesj bacldoiv.prev.ente(s) ard-tniqS"'Tq(")'
inntroff,trtsi, "oitfAii6,ifeeving,
s!;5tem testing, excavabng ind backfilling, associated erdedorandinletiorphmbing'
and accEssories to complete the slrstem.
UATERIALS
Materials, equipment and methods of installation shall comply wilr fhe follodng codes and standatds:
1. Upper Eagle Valley Consolidated Water Districts Regulations
2. National Electdcbl Code.
3. Uniform Plumbing Code (UPC).
Manulacturers and system component model numbers are indicated on he drawings. Provide oflly new matedals'
without flaws or defedts and of the highes{ quallty of their specified class and kind'
Submit manufacture/s product data and insiallation instructions for each of the system components-
Deliver inigation system components in manufactureds odginal undamaged and unopened,containers with lab€ls intact
an<, iegiUd. Deliv6r ptastic pibing in Uunarcs, pact<aged to f rovide adeqGteprotection o{ pipe ends, both ryrd"q "nd
fiain.
-Sor" and hahOte m'aieriifs 19 preu"ni Oamig€ anO detetorati6n. Provide secure, locked storage br rlatu€s,
ip-,inrue, n""0" and similar componen15 trrat cannot-be immediatoly replaced, to prevent installation delays.
Substitntions are not encouraged and as a general rule will not be allolved. Submit ]equests for substihltions witrin
nft*n il sl OaVi aner Oate ot nireemenl Cdtraaor strall be responsible for innestigating th€ poposed su9$.ttto.t ang
oernonlrriiqi tfrat it is ol the inre or better quality level, capacii, funclion, or appea.rance than the specifi"d qtodu*
Contractor shall bear all costs resuhing fiom hecessary chinges.caused by the substiMion' The Orne/s
Bepresentativ€ will determine acceptabilit
y oi proposed substiMion and will notify Conbactor of acceptance or rejec{ion'
lrrlgauon System llaterials
Coilpfy wrui-pipe sizes indir:ated. No subsffution of smaller pipes will be qgrmitted' larger sizes may be used subJect to
accebrince bf me orners nepresentarive. Remove dart;iled and defecUve pipe. Provide pip€- continuously and
permlnendy mafted with manufacgrer,s name or trademarkl size schedule and tlrpe of pipe, working pr€ssure at 73
degrees F., and National Sanitation Fourdation (NSD approval.
Po|yviny| chloride pipe: ASTM D2241, tigid, unp|asticized PVC, extruded fiom virgin parent matedal. Pro/de p|p9
horirog6neous throuitrout anO tree torir ri'sitite iracks, holes, foreign maledals, blistelsa wdnkles and dents. Pipes !:
diamet€r and undershallbe SDR21, Ctass 2OO. Pipes wer 1'' diameter shallbe SDR 26, Class 160. Us€ Solvontwdd
pip€ for diameter under 4'.
PVC pipe fittings: ASTM D2241 schedule ,$ PVC molded fittings suitable _br solventweld, slip icint ring tite seal, or
screft! connJctions. Frttings made of otrer materials are not fermitted. 9t9 9t,p fitting socket taper to pemit a dry
unsoftened pipe and to Ue iiserted no more than halfway into ti\e socket- Saddle and cross fifrings are not peTq€d.
scfreoute gd pvc pipe may be threaded- use male adapt6rs for plastic to metal connec{iors' Hand tighten male adaders
plus one fum with a strap wrench-
Polyethylene pipe: ASTM D2239 flexible polyethylene pipe rated at 100 psi minimum working pressur€. .
tnsed fittings: ASTM D2,t66 insert tlpe fittings. Saddle and cross fittings not permitted'
Sprinkter heads, pumps, valves and associated equipmer : Refgr to drawings materials list
Controls: Refer to drawings mate.ials list.
Bectdcal control wire: Electrical conkol and ground wire. Type UF AWG No. 14 sollc c@p€r UL approled-.for-direct
underground burial.. Provlde one ertra wire to-furthest valve location(s). Wire color code: Provkle control or 'hot' wies
red ]n-color. Prwide common oi 'grornd' *r"s white in color. Provirie extra wires black in cdor. Wire color shall be
continuous over ifs enlire lengttt
Glamps: Stainless steel, worm gear hose clamps with stainless steel screws'
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l-ow voltage wire connectors: Socket sesl tlDs wire connectors and waterproof sealer.
Vafue access bo@s: Tapered enc1osurc of rigid plastb matedal cornprised of ftrous components chernically inett and
unaffacted by rgisture'corosion and tenVEraiure changes. Provide lid of same mderial, green in color. Size as
indicated on drawing material lisl.
sleeving: PVc oass 2oo pipe with solvent welded idnts, size as indicated on the drawings.
Drip Inigation Components:
Remot€ Cofltrd Valve Assembly for Ddp Laterals: as presented In the installadon details.
Zone Control Valve Assembly: as presented in the lnstatlatorl details.
Drip Emiter Assembly:
Pressure compensating emitter device as presented in the installation details.
Install emitter'\pes arfr quantifies on the imiter schedule as presented ir1.$e-installation details.' Use 1 /8. diameter flexiblaplasfrc trblng to direct wat€r trom emitter outtet to ?xnission point Length of emitter
oudet tubing shall not er@eed five feet. Secure emitter oudet tubing with tlbirlg slakes-
Install an access sleeve for each multiph ottdet ematter.
Flush Cap Assembly: as presented in the Installation detaits. Locate at the end of each drip inigation hferal pipe.
Acceosories
Dralnagre fill: 16'to 3,t4'wash€d pea gravel.
Fill: Oean scril free of stones h€er than 2' diameter foreign matt€G orgEnic matedal and debris- Provide impofted fill
material as requireit to cornpbti the work Orbtain rights and pay alt costs for imported materials- Suitable e)@avat€d
ma-terials removed to accorimodate tre Inignfon sfstem woik inay be used as fill material slbiect to th€ review and
acceptance of the Oirnefs Representative.
Paint Green, rust inhibitive paint
EXECUTION
tnstallers shall have a minimum of 5 years e)pedence installing inigalion systems of comparable size.
Examine final grades and installation conditions. Do not stad inigation system work until unsatisfactory conditions are
corrected.
Layout and stake the location of each pipe run and all spdnklet heads, sprinkler valves, manual drains' controller, and
isolation vafues. Obtain acceptance of hyout from Orner's Representative prior to e)ca\rating.
Inigation system layout is diagrammatic. Exact tocatiors of piping, sprinkler heads, valves and olher components shall be
esfiOtisnei by Co'ntractor ii tre tetd at dme ot instattitibn. Space sprinkJer components as indkFt€d. Minor
a justrnents in system tayout will be permitted to clear existing fixed 6bStruaions. Final system layout shall be acceptable
to the Orvneis Representative.
Sleeving: Place sleeves as indicated for installaflon of piping and control wire. Sayv cttt gxislilg paving-scl€duled to
rernain ior sleeving installation. Forareas rcceiving new iivement tr€atm€nts, coordinate installation of sl€eves priorto
pavement subgraie preparation. Install separate-sleevb to route eac+r run of ardgafon pl]€ or wiring bundle.
Cutting and patching: Cut through concrete and masonry yvith co€ drills. Jack hammers ar€ not permitbd wihoutPrio(
approJat troin tre dnefs nepilsentawe- trlaterials ani finishes for patching shal madr exi"t$ S .jq flpfl:
ahb finish. Exercise speciat cire to provirle wat€r tight patchlng at op€nings in elderior walls. tlilefiods and matenals
used for cutting ana pbtctring snan be acceptable to the Orvner's Representative-
Ercavating and Bactfilling
All ercavadon sirall Ue considered unclassified e:cavaton and irplude all matedals encounter€d.
Ship sod for pipe trenches 1 ' to 1-1/2' hick providing clean cut edges. Ei(cavate tenctles of $fficient depth
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to pemit proidr handling and instaifarion ot ilpe and-nnings. Excarrate to depths rcquired to povide 2' dep{h d eadh fil
or sand bedding tor pipiig wtren iock or ouiei unsuitabte-beadng mat€rial is encountered.
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Minimum cover over all pripes shal be as indicated in the installation details.
E)(cavate trenches and install piping and fll dudng the same working day. Do not leave open trenches or padially filled
G*n"s op.n ouemight. Reirdve'rocks larger San 2' in diameter kom trench bottom and sides before placing pipe.
Backfill only afier lines have been reviewed and tes{ed.
Backfll shall be frree from rubush, organic materials, frozen materials, and roc*s orer2'in diam€ter.
Beldlland puddle the lower half of the Eench ald allnw to dry 24 horrs.. Backfillremairder of th€ Uenchi! 6'h)€rs attd
compact to density of sunognding scil. Dress backfilled ar€a; to ofiginal grade. Incorporate excess bacld into existing
slto grades. Remore material not suitable for bacldll.
Replace stipped sod in sufficient tirn€ to allor/v tor satisfactory sod recq/ery and $owth. Water slripped and reinstalled
sod untit iniiitlon s!r5te11 is phc€d in operation. Replace paving of same materiial, using ioints and pattems to matclt
e)dsling adioining paving surfac€s.
Plastic Pipe
tnstall plaitic pipe in accodance with manufacture/s installatiotl instructions. Provide for themal e&ansion and
contradd. Sdw 6[lt plastc pipe. Use a square-in-sawing vic6, to ensure a square cut Remove buns and shavings at cut
trpjff:il]" t",. ** sotwnr weu jcrints or srip spat iotnts. gt only Tlvent. recommended bv the pipe
manudactrrr"r. dstall pla$ic pip€ ftrnSs in aocordance wi.*r p,pe maruifiacture/s instrrrc{ion- Gonbac{or shall make
.nar,g"r"ntt wift pii,e man'uiacturer-br all necessary neH iisisAnce. Keep ends of unassembled pipe capped.
Remove caps only when necessary to continue installation.
Make plastic to metal ioints with plastic male adapters.
Snake pipe from side to side within bench.
ilake solvent weld ioints in accodance with manufacture/s recornmerdations.
Allow ioints to set at least 24 hours before pressure is applied to the system.
Uncoil poly-pipe and insert fitting full depth. Secure poly-pipe to insed fittings wilh stainless-steel clamps. Double clamp
pipe over i -i l+. Oiameter. Uainiain pipi interiors fr& 6t iiit and debris. ClosE open ends of pipe by acceptabte methods
iiviren pipe installation is not in progie3s. Snake pipe from sid€ to side within trench.
Sprlnlders, Fittlngs, Valves and Accessories
Cbtain olnner,s R6piesentative's r€view and acceptanc€ of height for proposed. spdnkler heads and valves prior to
installation. Instali fittings, vatves, sprinkler neids, risers an1 accessories in accordance with manufacture/s
instuctions, except as o1rlnrnise lndica'teO. Provide conctete thrust btocks where required at fittings and valves.
Set sprinkler heads perpendicular to finished grades, except as otherwise indicated. Install pop-up spray heads with
fexibie swirg pipe a'ssdmblies. Maximum swing pipe length shall be 4'-O'. Locate spdnkler heads to assure proper
coverage of incfitated areas. Do not 6:<ceed spdnkler head spacing distances itdi2ted.
Instatl risers for spray heads in shrub or flower bed areas and planters of suffici€nt heigfit top^reverrt ill9TlqiT 9l S"^
stream byihe plait darcriat. Prcvide risers of tf SDR 21 class 200 PVC pipe with schedule 40 PVC male ddapters. Set
risers in i row with top level and in-line. Paint exposed ptastic riserc with one (1 ) coat of paint.
Install popup impact or gear driven sprinklers with an a-djustabte double suing ioint dser ol at least tht€e (3) standard 90
Oegred dU&s. 'patri,cite A61Ob sriing joint rbers of Sctredrle 8O PVC nipples and schedule 40 PVC elbovs. The
hoizontat nipple connected direcdy lnOfie side o{ tre lateral line shall be a minlmum or 3' long. All other nipples of the
swing ioint riser sha1 be of lengtr ii required for proper instaltation ol the spdnkler head. Use only bottom inl€t on all
spdnkler heads.
tnstall quick coupling valves with an adjustable double swing ioint ris€r assembled^ by-the use of at least three (3)
standaril SO Aedee ltborils. ian1;6a6a Oouble swing ioint riiis shall be schedule 80 PVC nipples and schedule 40
PVC elbows-
Instalt bacmo$, prevenlion valve, pump, suction line, booster pump, fitings, and accessodes as shown or requir€d to
complete the system.
Instalt controlle(s) as detaited.
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Install inground control valves in a valve access box as indilat€d.
Install vafue access boxes on a sui1able base of grav€l to provide a level foundation at proper grade and to provlle
dralnage of the access bor Povide e)tonsion sections as requircd.
Seal thGaded connections on pressure sije of contol valves with Teflon tape or approved phstic ioint tlPe compound.
-lnsta[ ffouv meters and cornbinafron ffc|lf meter/master rrafue in sccodance with manufiac{.1rc/s recommendations.
lmtafl ddp emitfers and distrihnion tubing where irdicated. Provide alt adapters, plugs, and fittings.
Contol wldng
tnstali aecUlc controt catrle in the piping benches whelever possble. Plac€ wire in trench adiggeq !o-q'P9- lnsta[ wire
with slackto alto , fort€nml g)g€uliioi anO cmfracfion. alanSon loints h wire may be prwil€d at 2oGiool int€wals
by making 5{ tums of the wire iround a piece of %' pipe in$ead of Sacf Wherc necessary to run wire in a separate
tbnch, prwide a minlrnrm cover of 12'.
prc\ride sufficlent slack at site connecticns at remote control valves in coritrol boxes, and at all wire splices to allorv
ralsing the valve bcflnet or splice to the surface without disconnecting the wires when repair is required. Prwide 24'
minlmum slack.
Conn€ct eaci remote conbol valve to one station of a controller exept as offrruise indicated.
connect remote control valves to common ground wire system. Make wire connections to remote control electic valves
rind splices of wlre in the field, using riire connectdrs and sealing cemenl in accordance with manufactureds
recommendation
Povide tight joints to prevent leakage of water and cofiosio.l build-up on the joint.
Prcvite separat€ sleeve for wiring whem required.
Provirle twisted pair wire bundles to controusensor equipment according to manufactureFs recommendations.
Interlor Plumblng
Install piping to pdvide complete drainage of the system, tourard the source wherever possible. Provide drain valves at
att urair;g€ poiilts on pipes. cut pipe iccurately to measurements established at the buiHing attd irtalled wi0totlt
spdnging-or iorcing. After cutting a'ni reaming, arid before assemHing, remore hterior scal€, dust, and foreign mater-
tistat-teO'pipe snaii follow buitdiig lines, cleaiing atl doors and other openings. No dia_gonal piping will be accepfed.
Install pip'ing to allou installation if pipe insulati& covering as indhated. Insulate fipe with t ' thickness of fibrous glass
hsubdoh, d5 degre" service, with'white kaft paper jack;t and .OO1 aluminum foil vapor banier. Provide for thermal
elgansion ard conbaction of pipe.
Rrchlngb Tes{ng and Adjustment
Afrer spdiikk pipiirg and diers are Installed and before sprinkler heads are installed, @en control valves and flush out
tfie s!6tem wifi full head of wat€r.
In the presence of the oliimer,s Representative, the Conhactor shall conduc-t a pressure te-st on the mainline pipe at a
presstire of 1.5times operating pe'ssure for a period of two (2) hours. Pipe shouHhold pressure within 5 pounds fortwo
(21 trorrs. 4ny leat<s oiUrcafsturing the test;ha[ be rpaired and the mainline will be retested until accepted. All test
equlpment and pumps to be supplied by lhe Contractor.
P€ilo|m system iesting lpon completion of eactr secliott. Make necessary repairs and retest tepaired sections as
mqufued.
Adiust sprinklers afterinstallation for proper and adequate distribution ot the wat€t over the coverag€ pattem- Adjust for
trd proper arc of oove€ge. Tighten nbdbs on spray'type sprinklers afrer imtalladon. Adjust sprinkler adiusting sct€w m
lateial 'line or circuit 5" reiri,"o for prop"r'..<iiui. Iniercnange nozzle panems as directed by the Ornefs
Representative, to give best arc ol coveragp.
A{ust all elec-tric aemote control valve fiout control slems for s}.stem balance.
Test and demonstrate the controller by operating appropriate day, hour and station selection features as required to
automatically stad and shut down inigfiton cyctes to d,:cornmoOate ptant .equitements and weather conditions. Prcgnm
conboller according to Owner's R€pres€ntative instructions.
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When requested, rcfum to th€ site dudng the subsecpent fiall season and winterize the system. Drain all water frorn lh€
iylfen ci Uo,r cirt g'n system wtUr-com-presseO air. lnstruct O,vnet's wotk force in prcper wintetizatcll ptocedures.
Labd wi0l q/p€d descriplion of each contsol zme area ard location.
|nsfucf fre O.mef6 deslgnat€d psrsonnd in the operatan of the s1s'tern, irrcluding adustnent of grinklers, conboler(s),
valves, punp conhols and moisfuie senslng contols.
Uoon acceptance the Owner will assume operatiofi of the system. Upor inigtion system acceptanco, submit wri[en
qij;Ud;ffi-funi*ance in"rucUons. imvite format and cor*ents as dir€ct€d bythe Oivne/s Representalive.
Povide inigation 6y1$om recod drawingS. Keep and update fieH copy daity. Legibly ma* to recod actlal constuction'
f*icate frjrizontaf anC ve6cal focaffni, reterinceO 6 two (2) perm-anent curface inporcments. ldenttyfidd changes
of dimension and detail and d;ge" ;;d€ OV Ctrange Order. Proide reprodrrciue mylar as-built drawing of acfrral
co.rsttrcU*. lrchrde all intonndon forn re6rU Oriwings. Draft as-built drawing with Ink using standad drafrfuq
bctmlques and procedurqs.
ENDOFSECTPN
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PART1O LANUrcAPEACCESIPRIES
DESCRIPTIONI
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The wo]k under this section includes all labor, equipm€nt, matedals, ard incHental work necessarylor ttrc instalhtion of
. 6rdsc"pr u"""ssodes as shown and specified.'Lindscape accessodes include steel edging, and landscape boulders.
IATERIALS
tletrwr, sble and handh landscape accessories to prevent damage and deterioraton.
Sbd edging: Painted sted 3/16' thick x 4' depth, wifr htedocking lints and steel stakes green in color' RyeGon or
apprwed equivalent. Submit matetial samples.
fadscape boulders: Exisffng boutders shall be used to tre rnaximum practical oxtent po6sible. lP-r49 ifPot!"d
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required to co6p[te the work Boulders shouH be rounded, not angutar, and.shotrld be wilhin d of the she
naicatea m dl; drawings. ihe Ovme/s Representative wfll have the oplion ol inspectirqbouHes L|terded for Lnport at
tre sor,c". The Conhaitor stroug allo/ se\ren C4 dap notice br lhe Ovner's Representative to inspect boulders pdor
to tnport Any boulders moved m site where pdbi nof,ce was not given, rnay be rejec'ted by the Ourneds Repr€sentalivo
and should be immediately removed ttom the job site.
EXECL'nON
Enmine subgrades, finished surfac€s, and installation conditions. Remov€ loose materiat and debris from base surface
befor€ placin6 hndscap€ accessodes. Do not start landscap€ accessoti€s work.until unsatisfac{ory conditions aro
con€ct€d.
Locate ard lay-out all landscape accessory items. Obtain acceptance ol layout from the Oivne/s Rqrcsentahrc prior to
installation.
S!ee{ Edgilng
Unes on [re-ptan indicate approximate fieH locations. The Landscape. Achitect will indicate in the field exacl locations
and linas pddr to instattatiori.' Contractor is to notify the trndscape Arcfiitec-t seven O) days prior to the need for layout-
Assemble, align, bend and adjust the sections before stakes are sel Set top flush with adjoining surfaces and trrf-
CtEan ana tor.in-up paint all alraded, welded, and scratched surfaces with matching rust inhibitive painl
lrrNdscap€ Boulde6
Place hrdscape boulders pdor to spreading topsoil and planting dtrt"!, Boulders shotrld be placed-,on a dry,
;."p"4; OJse nat wiU alfuw drainige froni' unier tre boulder, and trat will prevent the boulder ltorn selfing. Base
mat€dal is subiect to insp€ction by the landscape Architect.
The elenation of the compacted base should be I /4 to 1 /3 of the bouHer's height below finisheil grade- Plac€ and orient
bodders as directed by the Landscape &chitect.
Filt around placed boulders witr appropdate soil to finished grade so that boulders do not look as thoug! they 9P 3iningf
on top of thb ground. Placed bould;rsshould be solid, stable, and unrockable. Wash landscape bouHers u/ith wat6. to
remove mud, din, and debris as needed.
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PART 11 TREES, SHRUES, ANDGROT'NDCOVERS
DESCRIPTION
The work for this section includes the provision of all labor, equipment, and matedals necessary fortte installation of
.. trees, shrubs, and groundcovers, soii pleparation, existing tsee care, mulch, planling mixes, and accessories, as
indrated on th6 plani. The work also iniludes the maintenance of landscap€ areas thrcugh the duralion olthe prciect
MATERIALS
PIant Provlslon
A complete list of plants, including a schedule of sizes, quantities and odpr requirements is shown on the drawings. In
the evbnt fiat quindty discrepancies or material omissions occur in tho ptant mate.ials list, the planling plans shall
gwem.
Plant names indicated shall compty with 'standadized Plant Names' as adopted by the latest edition of he Amefi:an
Joint Committee of Hortkxlture lioinenclature. Names of varieties not listed conform generally with names accepted by
the riuGery trade. Provide stock tru€ to Mani€l name and le$bly tagged.
Comply with sizing, grading, and descriptive standards esiablished in th€ latest edition ol'American Standad br Nusery
Slocr published by the American Association of Nurserymen.
Provide plants ttpical of their species or variety, with normal, denselydwetoped branches and vigorous, fibtous root
systems.
Provide 'specimen' plants with a special height, shaps or.character of gowth. Tqg specimen bees or'shrubs at lhe
source of iupply. ttr6 Owner,s Reprbsentativdmay inipect ipecimen selections at the source ol supply br suitability and
adaptability id, selected location. When specimen ptant! cannot be purchased locally, provide suffici€nt photographs of
tfie proposed sp€cimen plants for apprwal.
Att plants shall be nursery grown under climatic conditions similar to those in the locality of the proiect fof a midmum ot 2
y€rs.
Balled and burlapped plants: Dig balled and burlapped plants with firm, natural balls of earth of sufficlent diamet€r and
depth to encompiss jle fibrouJ and feeding rooi systdm necessary for full tecovery o{ the plant. Ptovide .ball sizes
complying with the laGst edition ot the tAme-rican Standard for Nursery Stock.' racked or mushroomed balls are not
acceptable.
Container-grown stock Grown in a container for sufficient length of time for the root system to have developed to hold ']ts
soil togethir, firm and whole. No plants shall be loose in helontainer. Container stock shall not be pot bound.
Bare root plants: Dig with adequate fibrous roots, covered with a uniformly thick coating ol mud by being puddled
immediately after they are dug, or packed in moist straw, peat moss, or polymers.
Plant Size
Stock fumished shall be at least the minimum size indicated. Larger stock is acceptable, at no additional cost, and
provkling that the larger plants will not be cut back to size indicated. Provide plants indicated by two measurements so
ihat onf/a maximum-ol i5% are of the minimum size indicated and75!" ue of the maximurn size indbated.
Ptant Conditon
Provide only sound, healthy, vigorous plants tree from dead wood, bruises or other rooi or branch injudes. Plants sfian be
free from d6fects, disftguring k;ots, sun scald injudes, frost cracks, abrasions ol the bark, plant diseases' insec{ eggs'
borers and all forms of infes6tion. At ptants st ati trave a fully developed torm without voids and op€{r spaces. Eleqreen
trc€s shall be branched to the ground. Phnts that are to be planted in rcws shall be matched in form. Sicle brarrches
shall be generous, welFtwiggd and the phnt as a whole well-bushed to the ground. Plants heH in storags will be
r€jected if they show signs of gro,vth during storage.
All pruning wotnds must show vigorous bark on all edges. No pruning wounds shall be present with a diameter of mor€
than 1'.
Delivery, Storage, and Handling ol Plants
Take all precautiins customary in good tra<te practice in preparing plants for mwing. Wo*manship that fails to meet tp
highest itandards wittbe rejecied.-SpnyOeciituous ptarits intotiagewith an approved'Anti0esiccanf im@iatdygfter
dilging to prevent dehydration. Dig, pick, transpori and handle plants with care to ensure prot€ction against iniury.
tnifeCtion certificates iequired by'iaw shall accompany each shipment invoice or order to stock and on anival' th€
certficate shall be filed wiih 16e Owner's Representativd. Protect an phnts |tom drying out lf dants cannot be planted
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immediately upon delivery, propedy protect them with soil, wet peat moss, or in a manner acceptable to the O$rnefs
nepresentativi. Water tr6iied-in pt#tngs daily. No plant shail be bound with rcpe or wire in a manner that couH
damage or break lhe branches.
Transport plant matedal to site in a dosed vehkie or otherwise protected fiorn wind and ofrerdamage. Plant mderial
aniving on site which have been wind damaged, desiccated, or othemise damaged will be reiected.
Phnts with fresh uncalloused bark wounds will be reiected.
Phnt lnspection
Plants may be inspected and approved at the place of grcurlh, ior compliance with Secification rcguiremqrts br qualty,
size and variety. Sucn approvii strail not impair the fuht ol inspec{ion and reiection ryon delivery at th€ {*b or dufng
the progress of the work.
Plant Warranty
Wanant plant material to remain alive and be in healthy, v(prous condition for a period of one (1) year after completion
and acceptance of entire proiec{.
Replace, in accordance with the drawings and spscifications, all planb that are d€ad or, as determined by.the Orvne/s
Representative, are in an unhealthy or Jnsighd!4 condition, and have lost theif natural shap€ due to dead branches, or
offi'er causes due to the Conhacto/i negllge-ncd- The coet of such replacement(s) is at Conbactofs e)@nse. Wanant all
replacement plants for 1 year after installation.
Wananty shall not irrlude damage or loss of trees, plants or grqlnd coverc caused by fires, ffoods, fre€ahg, rains,
tighting 6torms, winds over 75 mil& p€r hour, winter kiil caused by extreme cold and sovere winter corditions not tyTical
of planting area or acts of vandalism.
Accessories
Topsoil: Provide dry, loose topsoil br plantng b€d mix€s. Topsoil should be feflile, ftiable, naturat topsoi! ot torqmy
ctriracter, without admixture oi subsoil matedt, obtain€d from a welldrained arable site, reasonably free ftoot clay,
lumps, coarse sands, stones, planb, oots, sticks and other fore(1n materials, with ack ity range olletween pH 6.0 and
6.8.' Hentify source locaticirr bf topsoit proposed for use on the project. Screen topsoil to break up and r€move all
particles larger than 3/4' in diameter. Frozen or muddy topsoil is not acceptable.
Organic matter for planting beds: Shrcdded or pulverized manure at least one year old, low in mineral and $oody
mdiedal, welt comiosted to destoy weed seedi, free from objectional odot wet or dry,-toee !.otn :9lF al9 {t..
substances detrimintat to plant growtt. Screen manure to breakup and remwe all particles hqer Enn 94' In diarnebr.
Peat Moss: Brown to black in color, weed and seed free granulated raw peat or baled peat, containing not more lhan 9oA
mineral on a dry basis. "Mountain Peat Moss'will not be accepted.
Prernixed ffower/groundcover bed planling mixture: Consists of two (2) parts screenedtopsoil to one (1) part peat moss
tg on€ (1) part screeneO manuie. Add !6 pound 2G26€ slow release fertilizer per cubic yard of planting ml)(t tB.
Fertilizer Plant Fertilizer Type 'D': Commercial tl1pe slow release, bdarced fettilizer with NPK anal)rsis of 2&2().20 or
approved substiMe.
Deliver fertilizer materials in odginal, unopened and undamaged containers showing weight, analysis and name of
manufacturer. Slore in manner to prevent wetting and deterioration.
Anti-Desiccant Protective film emulsion providing a proteclive flm over plant surfaces; pemeable to pemit hanspiralion,
mixed and applied in accordance with manufacture/s instructions
Mulch: Shredded Aspen bark or pole peelings free trom noxious weed seed and foreign material. Submit sample for
approval.
Waten Free of substances harmful to plant grcwth. Ho6es or other methods of transportation fumished by Contractor.
Stakes for Staking: Ste€l tee post, 6 foot length.
Stakes for Guying: Steel tee pos! 24 inch length.
Guying/Staking Wire: No. 10 or 12 gauge galvanized wire.
Staking and Guying Strap: 2' wide nylon straps ol sufficient length to avoid contact of tivire or grommets to trunk of tree.
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Tree Wrap: Standard waterproofed tree wrapping papet, 2-1f2' wide, made of two (2) layers of crope ktaft paper
weighing not tess than 30 bs. per ream, cemented togeher wih asphalt
Weed Control Baniec Spun bonded, non-woven polyesterfabric, with dense surface capabb of impeding weed grcufi
and penetration, rot resistant, air and water perineiUte, flexibb and capable ot wiftstanding nomal foot traffic and
installation stresses. Submit a sanple br approval.
EXECUnON
General
Notifu Orvner,s Reprbsentative at l€ast seven (7) working dap pdor to anstallation of plant mat6.ial.
Examine poposed planting areas and conditions of installation. Do not start ptanting work until unsatisfactory conditions
ar€ conect€d.
The inigation system shall be installed prior to planting. Locate, Fotect ard maintain th€ jJnOalion Orytem dudngplanftng
operat&rs. Ani inigation system components bamag-ed Ouring itanting operations shall be r€paired at the Gontactot's
€xpense.
planting wil be ihspected bythe landscapeArchitectdudngard atth€ co.n-pletinn of planling, fgqryeanO lqt{QtetV
reptice-att ptanS, as AetenirineO Uy the tirndscape lrchitect to be unsatisfactory during the initial planting instalhlion.
Tlme of Planting
Ins{all woody plit matedal betureen April 1 and November 1. lQstall hebaceous plant matedal beh^,€€n llay 15 and
Augus{ 1 . S-pray eveqreen material and deciduous matedals in leaf with an anti desiccant ptior to plantng operations.
Planting Oporations
gr,cavat! n6t"er and groundcwer bed areas to a minimum of 12'deep. Install inlatiot and odpr subsurface equipment
pdor to plac€ment of ilanting mixture. Fillbedswith premixed fforver/.groundcover planling mixture up tofnish€d grade.
Keep planfing mixture dry- Do not work planfing mirture when wet. la beds ars not to be plant€d imm€diately' cover to
protict agairist contamination wittr specineO hndscape fabric secured with 6' stabl€s at 24' on center'
planting shall be performed only by experienced workmen familiar with planting procedures under the supeMsion of a
qualified supervisor.
Locate plants as indicated on the Plans. All locations are to be approv€d in the field byfhe Orne/s Representative pdor
to excavating planting pits. lf obstructions are enco.rntered that are nol shourn on the Plans, do not ptoceed wih plantig
operations until altemate plant locations are selected. .-
Excavate circular plant pib with veftbal sides, except lor plants specifically indltated to be danted in beds- Proride
planting pits at leait e $mes fre diameter of tha root system. Oeptr 6t pit shall accotnmodate the root system. Scadly the
siJes of the pit.
Balled and Burlapped Plants: Remove botom 1/3 of wire basket on balled and burlapped dants prior to setting in plant
pit.
After plants are set, muddle planting soil mixture around bases of batls and fill att voids. Remove all budap and rop€s
lrom ihe tops of the root Uatts. Ctro:ue ""
r*h of the remaining wirc basket as possible wittolt causing damag9 to he
rcot ball.
Container Plants: Remove contain6r from rootbalt. Cut any circling roots and slit sidei of rootball as
discontinue circular root growth. S€t plant matedal in Ere planting pit to proper grade and alignment-
plants shall be set uprigh! plumb and faced to give the best appearance or relationship lo each other. or.adjac€nt
structure. Set plant miteriai fiuitr wittr tre nnistr gdUe. No filling urili be permitted aro_und trunks or stems. Plants tnay be
backfitled with'excavated pit matedal. D.o not usd frozen or muddy mirtures for backfilling. Form a dng of soil around lhe
edge of each planting pit to retain water.
Fertilidng Trees, Shrubs, and Groundcovers
nppfy uicin]i rcrtiiit"iifi ;o' to surface of ptanting pit at a rate equal to o.2o pounds of Nitrogen per square yad. Do
noi dppty tertltizer clossio trunk- Calculate ledilizei application by the following formula:
Pit area (sq. yds.) x 0.20 pounds x 100f/oN = pounds per planting pit
Mulching
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Install woed contol banier over grade prior to mulching tree and shrub plantings and shn-6 beds' Secure on slopes wlti
six (6) staples at 24' o.c-
Mulch tree and shrub ptanting prib and shrub beds wifr required mulching matedal 3' deep immediately afrer planting.
Thoroughly water mutlneO aieis. After watedng,. rake mulch to provide a unibrm finishEd surface.
Do not mulch groundcover or ffower beds.
Wrapplng, gtrying, staHng, and prunlng
fnspiri:t Ges t& i rJury to truifs, e-vidence-of insect inJestation, and improper pruning beiore wrapping.
Wrap funks of alt te€s spirally from bottom b top with spocified he€ wrap andsealre in place. Ovedap one haff (1r) tho
widfi of the Uee wrap strip ani correr ule trunk frbm tre ground to the height ol the secord brarrch. Secure$ee ump In
pf""e
"tUr
trin" *oulnO siirafy aownward in oppcite di6dion, tied around [re tree in at leas{ 3 places in addifion to top
and bottorn.
Stak€/gNJy alt tees immediatoly after lawn seeding or sodding operations and pdor to acceptance. When.high winds or
o6rer ciriditlons which may affect fiee $urvfual or-appearance occur, the kndscalpe Architect may rcquire immediate
staking/guying.
Stake deciduous tees under 3' caliper and evelgreen trees under 8'-O' talt. Guy decirluous free oner 3' caliper and
evergreen trees over 8'-0' tall.
Pruning: Prune atl plant material only as directed by the Olne/s Representative'
Care of existing trees
Setectively prune existing trees in designatsd areas, under ditection of the Orrrne/s Representative- Remove strcker
shoots, dead, rubbing and damaged branching.
Fertilize desbnated..existing trees with 2 to 3 hs of Type 'A' plant fertilizer per inch ol tru.nk diameter, for trees kiss than
O. diameter ind g 6 5 bsJor trees greater than O' <iiamet6r. Fettilize in early spring beforc _gtorrrfftegins or in late
October. Fertilize at 2 to 3' on cent6r h a trian$rlar patem to a depth of 18' within the ddpline. Inieclkrn or dtiling
fertilization methods when used, shall be acceptable subiect to tre orlne/s Representative.
Water existing trees every 2 weeks until acceptanoe. Water thoroughly with a fine mist sprinkler head' soaker hcse or
hose at a lor-flow rate over the entire drip tini aneas as r€quired to allorfl urater to penetrate to a depth of 12' io 18'-
llaintenance
Maintain plantings until cornpletion and acceptance ol the entire prc{ecl
Maintenance strall inchrde pruning, cultivating, weeding, watering and application of appropdate insecticktes and
fungicides necessary to maintain plants free of insects and disease.
Reset setded plants to proper grade and position- Restore planting sarcer and adiacent material and remove dead
material.
Trghten and repair guy wires and stiakes as reguired.
Corect defectirre work as soon as poesible after deficiencies become apparent and weather and season permil
Water bees, plants, and ground cover beds witrin the first 24 hours ol initial planting, and not less than hflico per we€k
until final acceptance.
Acc€ptance
tnspition to Oetemine acceptance of planted areas witl be made by theoune/s Representative. The Contrac{or will
provUe notification at leist 7 wo*ing days before requested insp€ction date.
Planted areas will be accepted provided atl requirements, irrcluding maintenance, have been complied with and plant
materials are alive ard in a heallhy, vigorous condition.
Upon acceptance of the entire proiect, the O,vner will assume plant maintenance. .
PiwiOe pldnt material recorU aiauiingi. tegiOty mart drawingi to indicate actttal plant placement it difierent fiorn the
original tanOscape Plan. ldentify fieid cfranigei of dimersion-and detail and changes made by Chang€ Oder.
END OF SBCNON
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PART 12 SODDING
DESCRIPNON
The work required by this sec{ion includes the fumishing ol all hbor, equipm€nt, -materials and all lrrcidental woft
necessary foi ne ins[aflation of grass sod as indicated on the Plans. The work includes soil preparation' pPv{s]on aqd
Installatioir of sod, and maintenalrrce of sodded areas until final acceptance of the poiect or as directed by the Orvne/s
RepEs€ntatiw.
IIATERIALS
So<l: Sod species shall be as indrcatred on the plans. Submit sod gowerc certifcation-of_grass sp€ci€€.
prwide weit-rooted, h€althy sod, that has been-regn rhdy brtilized, wat€rcd, and moved. Sod shall b€ fr€€ of diseases,
n€matodes and soii bome insects. Povide sod unibrm ln color, leaf textrrre, density and free of w6€ds' undesirable
grasses, weeds, stones, roots, tftabh and odran€qls material viable and capable_ol gtowth and development urhen
itanteO.' SoA snou6 be iniforrnty cd 18' (50 cm) wide, with a scril base not less than g8' (1.75 cm), or more than U'l' (2
crn) thi:k with clean cut edges. ltlor sod before srioping.
Sod shall be delivered within 24 hours of cutting, and installed wi8rin 24 hourc of delivery. Do not haruesl orbansport sod
rrrfren moishrre content may adversely affect- sod survival. Prctect sod {rom sun, wind, and dehydraiion prior to
lnstallation. Do not t€ar, strehfr, or drop sod during handling and installatim.
Delfuer sod propedy toaded on vehictes and protected from sun, wind, and heat h accodance with standad practice and
labeted in aico'rU witr F€deral S€ed Act Sdd rolls shall not be dropped from loading carts, trucks' or sod pallets. Sod
damaged in transit or storage will nd be accepted. l,lotif Owner's Representative of doliv€ryschodule in advance.so
materi-at may Ue inspected tipon anival at lhe j6b site. Undcceptable material shall.be removed immediately frorn lhe Fb
sfte.
Ferlitizer: Deliver chemii:al fertilizer to site in odginal unopened container bearing manuftacfure/s guaranteed, chemical
anatysis, name, trade name, trademark, and coinbrmanie to State Law, bearing name and wananty ol producer
Tpe A fertilizer: Triple Superphosphate, 045-0.
Tyle B fertilizen Starter Fertillzer, granular, non-buming, slou/ rel€ase, 16'20-0-
Tiie C fertilizer: A slow release, pe-lletized iertilizer derived from soybean meal, cottonseed meal, and sulfate of potash
magnesium, or an approved substiMe with the following analysis:
Nihogen 6:1
Phosphorous 1:1Potash 3:1
Ofganic matten Shrcdded or pufuerized manurc at least m€ year old, lofl in nfrneral and woody material, r,netlcomposted
to iestroy weeC seeds, free fiom objectionable odor wet or dry, ard free from salts and other substances detrimental lo
phnt gronvh. Screen manure to remove clumps larger than 3/4'diameter.
Turf Reinforcement Fabdc: Lightweight injection molded intedoc*ing plastic units 20' x 20' x 1 ' high, 2-7 sg ft (0-5 I 0r5 x
0.025 m) with hollow dngs on an open grid. The plasth shall be 10@- post- consumer recyded plasoc reslns'
prcdominandy HDPE, uritia minimum ggaiaton blaik concentiite added for UV protection. Color is black. Submit
product informalbn for approval.
Polyacrytamide Polymec A dry syrthetic crystal made of polyacrylanfde (<). 1 "6) potymer that is non-bxic and neubal in
pH. en6mative potymers d idrid, or anionic forms wifi n6t be afl6wed to b€ substihrt€d. Submit product information for
approral.
Stakes: Softwood, U4' dia x 8' long or, steel staples 8' long or as approved by the Orner's Representative
Waten Fr6e of substance harmful t6 sod growsn. Hoses or otpr mEtlrods of fiansportation fumished by Contractor.
EXBCUTION
Wort< notificalion: Notify Or.vner's Representative at least 7 urofting days prior to stattot sodding operations-.
eerOrm soOOinjwo* 6nfy aGr panting and other work affecring grourtd iurface,has been completed. Examine finish
surfraces, gradei, topsoil {tafty ind dep-th. Do not start sodding wok until unsatisfactory condition$ are conected. Limit
preparalion to areas which will be irnmediately sodded.
The inigation system shall be installed prior to sodding. LocatE, prctect and maintah the inigaton s]6tem dudng sodding
operations. Heiair inigation system cixnponents damaged during sodding opqrations at the Contracto/s expens€.
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Loosen tbpsoil to mhimum depth of 4 irrches. Spread oryanic matter orrer lawn alea at a rate of 3 cubic ltads per 1 OO0
square fe& This is ecn al b a; orerall <iepth of i inshEs.- Aflply Type A fertilizer at a rate of 1 2 pounds per 1 Oq gqtpP
fei*. Rdotil or disk lain area to a minimirm deplh ol 6 irrcies. Remove sdcks, ncots, clods and ston€s orer 1 inch in
diameter, and offrer e)draneous mater. Grade liwn area to a $nooth, free draining, even surface, and according to the
grading plan. Lawn ar€a shouH be fim but not packed. Apply Type B fertilizer at a rate of 7 pourds per 1(D0 square
fe€t, ard rake lnio soil su*ace.
ff requlEd by tf|€ Plam, install base course, turt rsiniorcement fabtic, po[/acrylamid€ polymer, and sand per
manrifactrrets recommendations. lnstall base course in accordance with pavernent base specifications-
Store mlled sod in the shide or water erpos€d surfaces lighdy b avcrid dryrng out. Do nd store sod br more han one
day in warm weather. lf sod bed soil is dry, water ligh0y. Coordinate sodding operat'ons to minimize Uaffic on pr€pared
bei or newly laid sod. Rake qit hacks as necessary U&ore sodding. Do nd tay domant so<l or install sod on saturated
orfrozen so .
lnstall Initial row of sod in a shalght line, @inntng at bofrom of slopes, perpendicular to direction of the sloped area.
Place sLbsequent rorivs parallet to and lighty against p.€viously installed row-
Lay sod to fom a solid mass with tightly-fitted jolnts. &Itt ends and sides of sod strips- Do not ovcday edges. Stagger
stfirs to ottsat jolntjs in adjac€nt cou[ei. Rem&E excess sod to avokt srnoil]€dng ot adiacent grass. Ptwide sod @ top
flush with adjaqent culbs, sid€nralks, drdm and needed areas-
Peg sod on slopes gr€ater than 3 to 1 to prevent slippag€ at a rat€ of 2 stakes per yd. of s'od,
Water sod thoroughly wi$r a fine spray immediately ater hying. Inigiion heads will be adjusted to properrvatedng
height accoding d-eptr of sod mateiiat'Uut tower Urai compacted grass blade height to enable lawnmovvers to freely cut
grass wiBput damage to spdnkler sysl€m.
Roll ytlth [gtrt lawn rcllor to ensure contact with subgrade.
. ltlaintain sodded bwn areas, ircl1rdnq waterirp, spot we€dng, nroring, appfrcation of hebicides, fungi:ides, insecticides
and resodding until a fufi, uniform j16nd of g-rais free of teed, undesirable grrass species, diseas€ and insects is .
achieved and accept€d by the Landscape fuchitect
Water sod daily in warm weather, and every 2 to 3 days in cooler weather, or as required to establish proper rooting.
Mo/v lawn areas as soon as lawn top go$rth reaches a 3' height. Cut back to 2' hoight. Repeat mou/ing as required to '
maintain specified heighL Not morethan 4O7o of grass leaf shall be removed at any single mowing-
Apply hebicides as rcquired to conhol weed growth or undesirable grass species. Apply fungicides and insecticHes as
reqil€d to contrcl diseas€s and insects.
Remov€ sod p€gs. Repair, rewo* and resod all areas that have washed out or are eroded. Fephce undesirable or dead
areas with new sod.
R€stft:t tsaffic from lawn areas until grass is estabtished. Erect signs and banierc as required.
Acceptanc€:
h+daion to determinb aoceptance of sodded lawns will be made by the Landscape_ Architect, upon Confacto(s)
redlest prwtOe notification ai least 1 O wo*ing da}'s bebrs request€d inspec{ion date. Sodded areas wi[ be acc€ptable
prdvtOeO atl requirements, induding maintenance, have been complied wifr, and a healthy, even-colored viable lawn is
bstaUIistreO, frie of weeds, undesiEOte grass species, disease and hsects. Upon acceptance, the Orner will assume
hwn maintenance.I
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E}IDOFSECNON
28
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Planning and Environmental Commission
Va(trly€h1 e--frr*E
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97O.4D.2I39 Ja><: 970.47 9.2452
web: www.ci.vail.co.us
Pmject Name: Vail Mountain Park Subdivisi PEC Number: PECO50022
Project Description:
MAJOR SUBDIVISION OF TMCT E
Paficipants:
OWNER VAIL CORP 03/25/2005 Phone:
PO BOX 7
VAIL
co 81658
License:
APPUCANT VAIL CORP 03/2512005 Phone:
PO BOX 7
VAIL
co 816s8
License:
Project Address: Location: PIMTESHIP PARK
Legal Description: Lot: TrE Block: Subdivision: VAIL VILLAGE FIUNG 5
ParcelNumber: 210108242011
Comments:
BOARD/Sf,AFF ACIION
Motion B$ Kjesbo Action: APPROVED
Second By: Viele
Vote: 4-0-0 DateofAPProval= O4ltLlzOOS
Conditions:
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s)'
Cond:300
PEC apprcval shall not be not beconre valid for 20 days following the date of
, approval.
Planner: George Ruther PEC Fee Paid: $650.00
g3/2Ll2ag5 LLi47 979-926-7576 BRAJN ASSOCIATES
Application for Review bY thg
PAGE A3
Plannlng and Environmental Gom
Depaftment gl Community Darclopnnnl- --
75 Sclth Frontaga Rord, VrIl, Cobrado 81557
tel: 970,.79,21 3S !.F,r:. 97O'419,?452
u,6b: {wvw.vallgov.com
General Informetion:
Al projcoB |lquHru H fing rnd E Mtonmenlal ommirdon rcview mtFt ltcal\n aPp.oval ptlor to srbmlttir€ a
buldlrtg prrnlt appxcalion. pg" nror to the $lbmltbl reqdnna|E for ltr partlqJlar apfrolal ihat b rcquesbd'
A.,;;Fd"uil tuI'pi"nning aa erwi'pg1-mnr"l alrr;isbnrivlew cannot be ppbd udil ell le$lnd Inbmatirn
i;';fide-t nrs comdniry O*iiopt"nt o.p"rtmrnt. Thc pmiect may al6o nrd b be re!i6t^'d by lhe Torn
Councll and/or the tleslgn Raderrv Board,
rypc of Applicatlon rnd Fm:
Raonlng t13m
lrajor subdlvBion 11500MlnorSubdivlsion E6s0
E(.mptlon Plat 0{150
Mlnor Amcndment lo sn SOD S'1000
l.to,lr $cclal DevehFnent Dlstrlot S6000
lilajorAmendmenltoanSDD Sm00
iliJor Am.ndment to an 8DD 5125{)
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Amsrdm.nt io a Da/Glopmcnt Pbn
Zonlng Oodc Amendmsnt
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a3/2L/.2965 11:47 978-926-7576
TO:
trROIU:
CC:
DAIE:
RE:
LAI{O FLANNINA A COMMUNITY DEVIIO'MINT
. MEMORANDUM
George Ruther
TomBnun
JryPeterson
Mrrsh 21,20G;
Vall Mounteir Park Subdlvlrlon (Plrete Ship Perk)
BRAJN ASSOGIATES PAGE A2
Attaphsd pu will find an application form for the Vail Mountain Park Subdivision, a proposed
major subdivision of Tract E, Vail Village Fifth FilirU.
I do notr€call sccing anyrefefial comrn€nts on this application frorr Public Works' That said,
with tho nurry of suldivisions wo have bccn processing over the pasl few months it is poesible
firat this has occuned. Let me know if you oi nrblio Wor*s would like any modiffcations to the
plat and I will work with Peak o get thc'ra dono'
While tbc toum rlrcady has thc deed for this parcel aud fte subdivision is il many rcspocts a
frrnality, I havc askci Gcrry Arnold from Vail Rosorts to give this plrt anothen look over. I
would roqucd thet we proceed with thc PEC rcrriew of this plat and thcn make any firal
rcfinemene following the rwiew by Gerry (aad by Public Wotks)'
Thank pu agaln for lour assistance wittr this applicatio'n.
Opd Euilding . 225 M.ln S ..t ' Suli. G-Z ' Edrvadt CO 81632
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
April 11, 2005
A request for final review of a final plat for a major subdivision application,
pursuant to Chapter 13-3, Major Subdivisions, Vail Town Code, to allow for
the creation of the Vail Mountain Park Subdivision: a final review of a
variance from Section 12-8A-5, Lot Area and Site Dimensions, pursuant to
Chapter 12-17,Variances, Vail Town Code, to allow for the creation of a new
lot less than 35 acres in size, located at Tract E, Vail Village, Fifth Filing and
a part of Lot C, Block 5-C, Vail Village First Filing, and setting for details in
regard thereto. (ftCo6 . @LZ)
Applicant: Vail Resorts, represented by Braun Associates, Inc.Planner: George Ruther
il.
SUMMARY
The applicant, Vail Resorts, represented by Braun Associates, Inc., is requesting a
final review of a major subdivision application and a variance from Section 12-8A-5,
Lot Area and Site Dimensions, pursuant to Chapter 12-17, Yariances, Vail Town
Code, to allow for the creation of a new lot less than 35 acres in size and to create
the "Final Plat. Vail Mountain Park. a resubdivision of Tract E. a resubdivision
of Tract E. Vail Villaqe. Fifth Filinq and a part of Lot G. Block 5-C, Vail Villaqe.
First Filinq. and Golden Peak House. Town of Vail, Countv of Eaqle. State of
Colorado". As a result of the subdivision, Tract | (0.485 acres) will be created. Staff
is recommending approval of the applicant's development review applications as
listed in Section Vl of this memorandum.
DESCRIPTION OF REQUEST
The applicant, Vail Resorts Development Company, represented by Braun
Associates, Inc., is requesting final review of a major subdivision application and a
variance from Section 12-8A-5, Lot Area and Site Dimensions, pursuant to Chapter
12-17, Yariances, Vail Town Code, to allow for the creation of a new lot less than 35
acres in size and to create the "Final Plat. Vail Mountain Park. a resrlbdivision of
Tract E. a resubdivision of Tract E. Vail Villaqe. Fifth Filinq and a part of Lot C.
Block 5-C. Vail Villaqe. First Filinq. and Golden Peak House. Town of Vail.
Gountv of Eagle. State of Colorado". As a result of the subdivision, Tract I (0.485
acres) will be created. The sole purpose of the final plat is to resubdivide Tract E
into two parcels; Tract I and Tract E. Tract l, pursuant to a Bargain and Sale Deed,
executed on May 19, 2004, will remain the property of the Town of Vail. The
remaining portion of Tract E shall remain the property of Vail Associates.
I lt.BACKGROUND
On September 22, 2003, the Town of Vail Planning & Environmental Commission
approved a conditional use permit and an approved development plan for the
Founder's Parking Garage and Park, located on Lot P-3, Vail Village, Fifth Filing.
Upon approving the request, the Commission placed the following condition upon the
approved development plan,
1. That the Developer provides a deed, af his so/e expense, to the Town of Vail,
Iegally transfening that portion of land under Pirate Ship Park, as generally
described in Exhibit A (attached), to the Town of Vail, prior to the issuance of a
building permit for the construction of Vail's Front Door Project improvements
(includes Founder's Parking Garage and Park). The terms and conditions of sard
transfer shall be review.elf,ytd aQWffifrytthe Town of Vail.
SURROUNDING LAND USES AND ZONING
Land Use Zonino
tv.
North:
South:
East:
West:
Mixed Use Development Commercial Core I
Residential/Ski Yard Primary/Secondary &
SkiBase Recreation ll
Mixed Use Development Commercial Core IRecreation Ski Base Recreation ll
V. CRITERIA AND FINDINGS
Chapter 3, Major Subdivision, Title 13 Subdivision Regulations, of the Vail Town
Code prescribes the review criteria for a request for a major subdivision. Pursuant lo
Section 13-3-6, Final Plat, Vail Town Code, the criteria for reviewing the final plat
shall be as contained in Section 13-3-4 of the Subdivision Regulations. According to
Section 13-3-4, Commission Review of Application; Criteria,
"The burden of proof shall rest with the applicant to show that the application
ls in compliance with the intent and purposes of this Chapter, the Zoning
Ordinance and other pertinent regulations that the Planning and
Environmental Commission deems applicable. Due consideration shall be
given to the recommendations made by public agencies, utility companies
and other agencies consulted under subsecfion 13-3-3C above. The Planning
and Environmental Commission shall review the application and consider its
appropriateness in regard to Town policies relating to subdivision control,
densfties proposed, regulations, ordinances and resolutions and other
applicable documents, environmental integrity and compatibility with the
sunounding /and uses and other applicable documents, effects on the
aesfhefics of the Town".
The sole purpose of the final plat is to resubdivide trdct g into two parcels;
Tract I and Tract E.
One of the basic premises of subdivision regulations is that minimum standards for
the creation of a new lot must be met. This project will be reviewed under the Major
Subdivision Criteria, pursuant to Section 13-3-4, Subdivision Regulations, Vail Town
Code.
The first criterion to be considered by the Planning and Environmental Commission
for a Major Subdivision application is:
Lot Area - The Zoning Code requires that the minimum lot or site area for a
lot located in the Agricultural & Open Space zone district shall be 35 acres.
Sfaff Response - The proposed size of the newly created Tract I is 0.485
acres or 21, 127 square feet. ln order for the Planning & Environmental
Commission to approve this major subdivision application request, the
accompanying variance application must be approved simultaneously. ln the
absence of the variance reguest approval, the major subdivision application is
null and void.
The second set of criteria to be considered by the Planning and Environmental
Commission for a Major Subdivision application is the subdivision purpose
statements. The subdivision purpose statements are as follows:
To inform each subdivider of the standards and criteria by which development and
proposals will be evaluated and to provide information as to the type and extent of
improvements required.
Sfaff Response - Ihe review of this request has followed the regulations prescribed
for major subdivlsions of land.
To provide for the subdivision of property in the future without conflict with
development on adjacent properties.
Sfaff Response - Ihe subdivision will not conflict with future development on
adjacent properties.
To protect and conserve the value of land throughout the municipality and the value
of buildings and improvements on the land.
Sfaff Response - Staff does not believe that the proposed subdivision request will
have any negative impacts on the value of land or the value of buildings and
improvements on the land.
4. To insure that subdivision of property is in compliance with the Town Zoning
Ordinance, to achieve a harmonious, convenient, workable relationship among land
uses, consistent with municipal development objectives.
Sfaff Response - Ihe proposed subdivision meets the intent and purpose of the
Zoning ftegulations for the parcel of land and will not prevent the harmonious,
convenienl or workable relationship of uses conslsfenf with the Town's municipal
objectives.
1.
2.
3.
6.
7.
To guide public and private policy and action in order to provide adequate and
efficient transportation, water, sewage, schools, parks, playgrounds, recreational and
other public requirements and facilities and generally to provide that pubic facilities
will have sufiicient capacity to serve the proposed subdivision.
Sfaff Response - Sfaff does not believe the reguested major subdivision will have
any adverse impacts on the above-described criteria. ln fact, staff believes that the
approval of this major subdivision reguest endures the presence of Phate Ship Park
into the future.
To provide for accurate legal descriptions of newly subdivided land and to establish
reasonable and desirable construction, design standards and procedures;
Sfaff Response - Ihe proposal will result in an accurate legal description of the
subdivided land.
To prevent the pollution of air, streams, and ponds, to insure adequacy of drainage
facilities, to safeguard the water table and to encourage the wise use and
management of natural resources throughout the municipality in order to preserve
the integrity, stability and beauty of the community and the value of land.
Staff Response - Sfaff does not believe the proposed major subdivision will have
any negative impacts on the above-described criteria.
Staff has reviewed the application for the major subdivision. Upon review of the
proposed final plat, staff finds that the proposal complies with the criteria prescribed
for a major subdivision application.
A reduced copy of the proposed final plat has been attached for reference
(Attachment A).
Chapter 17, Variances, Title 12, Zoning Regulations, VailTown Code prescribes the
criteria for the review of a variance from the minimum lot size requirements.
According to Section 12-17-1 , Purpose, Vail Town Code, the reasonsfor seeking a
variance is,
'ln order to prevent or to lessen such practical difficulties and unnecessary
physical hardships inconsistent with the objectives of this title as would result
from strict or literal interpretation and enforcement, variances from certain
regulations may be granted. A practical difficulty or unnecessary physical
hardship may result from the size, shape, or dimensions of a site or the
location of existing structures thereon; from topographic or physical
conditions on the site or in the immediate vicinity; or from other physical
limitations, street locations or conditions in the immediate vicinity. Cost or
inconvenience to the applicant of strict or literal compliance with a regulation
shall not be a reason for granting a variance".
Furthermore, according to Chapter 17,
"Variances may be granted only with respect to the development standards
prescribed for each district, including lot area and site dimensions, setbacks,
distances between buildings, height, density control, building bulk control, site
coverage, usable open space, landscaping and site development, and
parking and loading requirements; or with respect to the provisions of
Chapter 11 of this title, governing physical development on a site".
Before acting on a variance application, the planning and environmental commission
shall consider the following factors with respect to the requested variance:
1. The relationship of the requested variance to other existing or potential uses and
structures in the vicinity.
Staff Response:
The applicant is requesting approval of a variance to allow for the creation of a new
lot in the Agricultural & Open Space (AgO) zone district that is less than 35 acres in
size. The purpose of the major subdivision is to allow for the creation of Tract I
which shall be legally subdivided from Tract E, Vail Village, Fifth Filing. Pursuant to
a Bargain and Sale Deed executed between the Town of Vail and Vail Corporation
on May 19,2004, the Town of Vail is now the owner of the land area commonly
known as "Pirate Ship Park". Prior to May 19th, the Town operated a public park on
Tract E in accordance with the terms and conditions of a land lease with Vail
Corporation.
lf approved, staff believes that the variance from the minimum lot size standard will
not result in any negative impacts on the existing or potential uses and structures in
the vicinity of Tracts E & l. "Public parks, recreation areas, and open spaces' are
permitted uses within the Agricultural & Open Space zone district. Given the recent
improvements completed by the Town of Vail for Pirate Ship Park, it can be
reasonably inferred that the public park use will remain well into the foreseeable
future. Existing covenants, conditions and restrictions with the Vail Village, Fifth
Filing, Subdivision, and terms of the Bargain and Sale Deed strictly limit the use of
fdture Tract I to a "public park and for public park purposes" in perpetuity. In the
event that any of these terms and conditions are breached by the Town, the
ownership of Tract I shall revert to Vail Corporation
2. The degree to which relief from the strict or literal interpretation and enforcement
of a specified regulation is necessary to achieve compatibility and uniformity of
treatment among sites in the vicinity, or to aftain the objectives of this title without
grant of special privilege.
Staff Resoonse:
The applicant has requested the minimum amount of relief from the strict and literal
interpretation of the minimum lot size regulation necessary to achieve compatibility
and uniformity of treatment to attain the objectives of the Zoning Regulations with a
grant of special privilege. The proposed lot size, (0.485 acres), is the resulting lot
size of the defined boundaries of the existing park and associated improvements.
3. The effect of the requested variance on light and air, distribution of population,
transportation and traffic facilities, public facilities and utilities, and public safety.
Staff Response:
vt.
Staff believes that there will be no negative effects of the requested variance on the
above-described criteria.
The planning and environmental commission shall make the following findings before
granting a variance:
1. That the granting of the variance will not constitute a grant of special
privilege inconsistent with the limitations on other properties classified in the
same district.
2. That the granting of the variance will not be detrimental to the public
health, safety, or welfare, or matedally injurious to properties or
improvemenls in the vicinity.
3. That the variance is wananled for one or more of the following reasons:
a. The strict or literal interpretation and enforcement of the specified
regulation would result in practical difficulty or unnecessary physical
hardship inconsistent with the objectives of this title.
b. There are exceptional or extraordinary circumstances or conditions
applicable to the site of the variance that do not apply generally to
other properties in the same zone.
c. The strict or literal interpretation and enforcement of the specified
regulation would deprive the applicant of privileges enjoyed by the
owners of other properties in the same district.
sinpr necomuenoaroru
The Community Development Department recommends that the Planning and
Environmental Commission approves the final review of a final plat, pursuant to
Chapter 3, Title 13, Subdivision Regulations, VailTown Code, and the variance from
Section 12-84-5, Lot Area and Site Dimensions, pursuant to Chapter 12-17,
Variances, Vail Town Code, to allow for the creation of a new lot less than 35 acres
in size to allow for a major subdivision to create the "Final Plat, Vail Mountain Park.
a resubdivision of Tract E. a resubdivision of Tract E. Vail Villaqe. Fifth Filinq
and a part of Lot C. Block $C. Vail Villaqe. First Filinq. and Golden Peak
House. Town of Vail. County of Easle. State of Golorado" Staffls
recommendation is based upon the review of the criteria outlined in Section V of this
memorandum and the evidence and testimony presented, subject to the following
findings:
"Upon review of the request for a variance and major subdivision to create lhe "Final
Plat. Vail Mountain Park. a resubdivision of Tract E. a resubdivision of Tract E.
Vail Villaqe. Fifth Filinq and a part of Lot G. Block 5-G. Vail Villaqe. First Filinq,
and Golden Peak House. Town of Vail. Gountv of Eaqle. State of Golorado" the
Planning and Environmental Commisslon finds that the request complies with
subdivision regulations and standards as adopted by the Town of Vail and that the
variance is wananted as the granting of the variance will not constitute a grant of
special privitege inconsistent with the limitations on other propefties classified in the
Agricultural & Open Space zone district; the granting of the variance, will not be
detrimental to the public health, safety, or welfare, or materially iniurious to propeities
or improvements in the vicinity of the maior subdivision; and, there are exceptional or
extraordinary circumstances or conditions applicable to the site of the variance that
do not apply generally to other properties in the same zone district."
VII. ATTACHMENTS
A. A reduced copy of the proposed Final Plat
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