HomeMy WebLinkAboutDRB020184,-ffi Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
td: 970.479.2139 Ja* 970.479.2452
web: www,ci,vail,co.us
Project Name: Phillips 66 Retaining wall DRB Number: DR8020184
Proiect Description:
Change to approved plan retaining wall modifrcation
Pafticipants:
OWNER S-MPETROLEUMPROPERTIESINC06/13/2002 Phone:
7061 S UNIVERSITY BLVD #305
UTTLETON CO
80122-1539
License:
APPUCANT Stephen Richards Architect 06lL3l2OOZ Phone: 328- 6287
Box 1114
Eaglg CO
Richards@Vail.net 81631
License:
ProJect Address: 0 VAIL Location: Phillips 55
l€gal Description: Lot: Block Subdivision: VAIL DAS SCHONE FIL 1
Parcel Number: 2103114150O4
Comments: retaining wall not to be painted
BOARD/STAFF ACTION
Motion By: Pierce
Second By: Acevode
Vote:
Action: APPRovED bfntO
Date of Approval: l8/1s/2&2
Conditions:
Cond: B
(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 construction activities.
Planner: Allison Ochs DRB Fee Paid: $20.00
qttfup
DESIGN REVIEW BOARD AGENDA
Wednesday, June 19, 2002
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
PROJECT ORIENTATION / LUNCH - Community Development Department
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Hans Woldrich
Charlie Acevedo
Margaret Rogers
SITE V]SITS
MEMBERS ABSENT
1. Clark residence - 4887 Juniper Lane2. Weiss residence - 3838 Bridge Road3. Robason residence - 1139 Sandstone Drive4. 770 Potato Patch - 770 Polato Patch Drive5. Phillips 66-2293 N. Frontage Rd. West6. Alphorn Condos - 121 West Meadow Drive7. Villa Cortina - 22 West Meadow DriveL Daymer Corporation - 123 S. Frontage Rd. East
9. Vail Mountain Lodge - 352 E. Meadow Drive10. Vail Resorts - 600 Lionshead Mall
Driver:
12:00 pm
'1:u0 piTl
PUBLIC HEARING . TOWN COUNCIL CHAMBERS
1. Villa Cortina DRB02-0172. Bill
Final review of change to approved plans.
22 West Meadow Drive/Lot A, Vail Village 2m Filing.
Applicant: Nedbo Construction
VOTE: 5-0
3:00 pm
z.
MOTION: BillPierce SECOND: Charlie Acevedo
CONSENT APPROVED
770 Potato Patch DRB02-0182. Allison
Final review of proposed addition of stone.
770 Potato Patch Drive/Lot 6, Vail Potato Patch.
Applicant 770 Potato Patch Drive Condo Assoc., Inc., represented by Fritzlen Pierce
Architects
MOTION: Hans Woldrich SECOND: Charlie Acevedo VOTE; 4-0-1 (Pierce
opposed)
CONSENT APPROVED WITH 1 GONDITION:1. That the applicant submit a drawing of the west elevation of the upper building for
review by statf prior to the issuance of the building permit.
?Fleischer residence DRB02-0108. Bill
Final review of two new single-family residences.
4315 Bighorn Rd./Lot 6, Block 3, Bighorn 3'o Addition.
Applicant: Chad Fleischer, represented by John G. Martin, Architect, AIA
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
CONSENT APPROVED WITH 3 CONDITIONS:
1. That in lieu of the proposed 6 blue spruce trees, 10 blue spruce trees 8 to 10 feet in
height and 10 blue spruce trees 12 to 14 feet in height be planted.
2. That an arborist report be submitted to verify the survivability of the proposed
landscape plan and to establish a tree preservation plan prior to the issuance of
building permits.
3. That staff review and approve the final landscape placements prior to installation.
Clark residence DRB02- 0188 Allison
Final review of proposed entry addition
4887 Juniper Lane/Lot 78, Block 4, Bighorn 5'n Addition.
Applicant Stephen & Jackie Clark
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
GONSENT APPROVED WITH 1 GONDITION:
1. That this is the one-time exemption to the requirement that the entire structure must
be brought into compliance with the Design Guidelines. Specifically, any future
addition of GRFA to this structure will require the removal of the T-1 11 siding.
5.Vail Resorts DRB02-01 43.
Final review of proposed outdoor trampoline.
600 Lionshead Mall/Tract D, Vail Lionshead 1s'Filing.
Applicant Vail Resorts
Weiss residence DRB02-01 60
Final review for changes to approved plans
3838 Bridge Road/Lot 12, Bighorn Subdivision 2M Addition.
Applicant: VAg Inc.
George
Allison
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 5-0
CONSENT APPROVED WITH 1 CONDITION:
1. That the applicant submits revised plans to the Community Development
Department indicating the location of a split-rail fence and a minimum of six
landscaped planters. The plans shall be reviewed and approved by the
Community Development Department.
6.
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 5-0
APPROVED WITH 4 CONDITIONS:
l. That prior to the issuance of a Building Permit, the applicant shall file the final plat
for the resubdivision of Lots 1 1 and 12, Bighorn 2noAddition.
2. That prior to the submittal of a Building Permit application, the applicant shall
meet all the concerns of staff addressed in the letter dated June 13,2002.
oo3. That the approval for this application will void the approval of the Weiss
Residence on June 20.2001 .4. That the applicant submit revised drawings of the tower element and a new roof
material for review and approval by staff.
7. DaymerCorporation DRB02-0192. Allison
Final review of proposed wood decking
123 S. Frontage Rd. EasVLots M,N &O-, Block 5D, VailVillage 1't Filing.
Applicant Daymer Corporation, represented by John Perkins, AlA.
MOTION: Bill Pierce SECOND: Margaret Rogers VOTE: 4-0 (Acevedo
recused)
APPROVED WITH 2 CONDITIONS:
1. That the applicant shall be required to make the following improvements to Phase
lV, Vail Village Inn, prior to the issuance of a TCO for Club Chelsea:
r All restaurant signs referring to the Village Restaurant be removed.. The dumpster area be cleaned up.. The fence around the pool be painted and repaired as necessary.r The Shutters and flower boxes on at the enirance be repainted.
o That the existing Villager Restaurant awning be removed and any necessary.
repair and repainting as a result of the removal be done.r The two walls at the existing Villager Restaurant entry be repainted to match
existing.. Power wash the stucco and repaint if necessary.. Dumpster enclosure to be reviewed by the DRB.r A landscape plan must be submitted for review by staff.
o A revised color scheme must be submitted for review by staff.. Remove the fence at the pool and walkway.. All necessary repairs to the north side must be completed.
2. That the applicant submit either a letter from the condominium association from the
entire Vail Village Inn, stating that they approve of the proposed deck covering; or,
the applicant shall provide evidence that the entire Vail Village Inn site does not have
the right to use the existing recreational facilities of phase lV, Vail Village Inn, prior to
the issuance of a building permit for the proposed decking.
8. Robason residence DRB02-0163. George
Conceptual review of new single family residence.
1 139 Sandstone Drive, Indian Creek Townhomes/Lot ,A1, Block A, Lions Ridge Filing 1.
Applicant: Randy D. & Donna Robason, represented by Steven James Riden
CONCEPTUAL - NO VOTE
9. Alphorn Condominiums DRB02-0164. Allison
Conceptual review of fagade remodel.
121 West Meadow Drive/Lot D2, Vail Village 2n0 Filing.
Applicant: Alphorn Condo Assoc., represented by Ray Story
CONCEPTUAL - NO VOTE
10. Phillips 66 DRB02-0184. Allison
Final review of proposed retaining wall.
2293 N. Frontage Road WesUTract A, Vail das Schone Filing 1.
Applicant: Feather Petroleum Co., represented by Stephen Richards.
MOTION: BillPierce SECOND: CharlieAcevedo VOTE: 5-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. That prior to the issuance of a CO, the applicanl provide a newspaper box
enclosure, similar in design to the newspaper box enclosure located at the First
Bank Building.2. That the retaining wall not be painted.
11. Vail Mountain Lodge DRB02-0185. George
Final review of amendment to approved plans revising the dormers on the east side of
the building.
352 E. Meadow Drive/Tract B, Vail Village 1" Filing.
Applicant VML, LLC
MOTION: Charlie Acevedo SECOND: Bill Pierce . . . VOTE: 5-0
TABLED UNTIL JULY 3, 2OO2
12. Middle Creek DRB02-0060 Allison
Conceptual review of proposed employee housing development & private educational
lnstitution.
160 N. Frontage Rd./to be platted as Lot 1, Middle Creek Subdivision.
Applicant Vail Local Housing Authority, represented by OdellArchitects
CONCEPTUAL - NO VOTE
Staff Approvals
Vail International DRB02-0112. Allison
Lobby/office addition.
300 E. Lionshead Circle/Lot 4, Block 1, Vail Lionshead 2no Filing.
Applicant: Vail lnternationalCondoAssociation
Zachariah residence DRB02-0140. George
Entry replace bricks with flagstone.
4074 Bighorn Road/Lot 3, Bighorn Subdivision.
Applicant Bobby & Liby Zachariah
Klinga residence DRB02-0168. George
New split rail fence with mesh.
1773 Shasta Place/Lot 13, VailVillage West 2d Filing.
Applicant Elizabeth A. Klinga
Olson residence DRB02-0169. George
Driveway change from asphalt to heated concrete.
1 785 Sunburst DriveA/ail Golfcourse Townhomes.
Applicant Curtis & Kristin Olson
Wood/Pringle residence DRB02-0167. Bill
Revised landscape plan.
1 146 Sandstone Drive/Lot A-7, Block 1 3, Casolar Vail.
Applicant: Thomas Pringle
Fresco Holding Co, Inc. DRB02-0179. Allison
Skylight addition.
103 Willow Place, Edelweiss Condos/Lot 4, Block 6, Vail Village 1't Filing.
Applicant: Nedbo Construction
Seigalresidence DRB02-0150. Bill
Change to approved plan.
356 Hanson Ranch Road/Lot D. Block 2. Christiania.
Applicant: GailSiegal
Simpson residence DRB02-0156. Allison
Enclose lower portion of deck with lattice.
1813 Shasta Place/Lot 17, VailVillage West Filing 2.
Applicant: Judith A. Simpson
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call479-
2356,Telephone for the Hearing lmpaired, for information.
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Appfication for Design Review 6/a -szgf
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 97Q.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design 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 Design 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 Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request!
Location of the proposa t: tot:4t3ur-suoaivision: y'a,,/ 2.-g ?a(tte,Ffl /
physicalAddress: "taa -- l*- f,z /'{'elf
ParcetNo.: Xlo3 /lt/ lfo fr/ (ContactEagleCo.Assessorat9T0-328-8640forparcel no.)
Zoning:
Name(s) of Owner(s):
Owner(s) Signature(s)l
Name of Applicant:
Mailing Address:
E-mail Address:Fax: jZ ?'4X9'4
IOI4/NM
Mailing Addressr 7t
Type of Review and Fee:
tr Signs
E Conceptual Review
tr New Constructiontr Addition
E Minor Alterdtion
(multi-family/commercial)
tr Minor Alteration
(sin gle-fa mily/du plex)
fr Changes to Approved Plans
O Separaton Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvemenG, such 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 Planning Staff or the
Design Review Board.
No Fee
For Office Use Onlvl
ree naiar -iJ <D cnxxno.: A/#z k ev:
Application Dat6_ DRPlanner: Pr(
l-? 1'-
TOI4Nffi
,,/ftJOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (print name), 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 Department for the proposed improvements
to be completed at the address noted above. I understand that $e 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 L2lO2lO7l02
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals'to add landscaping do not require DRB approval unless they involve the addltion of patios,
water features, grading, or the addition of retaining walls.
I, SUBMITTAL REOUIREMENTS
o Stamped topographic survey*, if applicableD Site and Grading Plan, if applicable*q Landscape Plan, if applicablexo Photos or drawings which clearly convey existing conditionsxo Photos or drawings which clearly convey the proposed building or site alteration(s)*
o Exterior color and material samples and specifications.o Lighting Planx and Cut-sheet(s) for proposed fixtures, if applicableo Written approval from a condominium associauon or joint owner, if applicable
D The Administrator and/or DRB may require the submission of additional plans, draWings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit three (3) copies of the malerials noted with an asterisk (*).
Topographic survey:D Wet stamp and signature of a licensed surveyorB Date of surveyo North arrow and graphic bar scaleo Scale of 1"=10'or t"=70')a Legal description and physical addresso Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater
than 40olo, and floodplain)B Ties to existing benchmark, either USGS landmark or sewer inveft. This information must be
clearly stated on the surveyD Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and
bearings and a basis of bearing must be shown. Show existing pins or monuments found
and their relationship to the established corner.
o Show right of way and property lines; including bearings, distances and curve information.
o Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the title report. List any easement restrictions.
o Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-
five foot intervals (25'), and a minimum of one spot elevations on either side of the lot.o Topographic conditions at two foot contour intervals
o Existing trees or groups of trees having trunks with diameters of 4" or more, as measured
from a point one foot above grade.
o Rock outcroppings and other significant natural features (large boulders, intermittent
streams, etc,).
o All existing improvements (including foundation walls, roof overhangs, building overhangs,
etc.).
u Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils)
Page 3 of I2lO2lO7/02
o Watercourse setback, if applicable (show centerline and edge of stream or creek in addition
to the required stream or creak setback)o Show all utility meter locations, incfuding any pedestals on site or in the right-of-way
adjacent to the site. Exact location of existing utility sources and proposed seryice lines from
their source to the structure. Utilities to include:
Cable W Sewer GasTelephone Water Electrico Size and type of drainage culverts, swales, etc.
D Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250' in either direction from propefi.
Site and Grading Plan:o Scale of L"=20'or larger
o Property and setback lineso Existing and proposed easementso Existing and proposed grades
o Existing and proposed layout of buildings and other structures including decks, patios, fences
and walls. Indicate the foundation with a dashed line and the roof edge with a solid line.o All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed
grades shown underneath all roof lines, This will be used to calculate building height.D Proposed driveways, including percent slope and spot elevations at the property line, garage
slab and as necessary along the centerline of the driveway to accurately reflect grade.
a A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in
an uphill direction.
o Locations of all utilities including existing sources and proposed service lines from sources to
the structures.o Proposed surface drainage on and off-site.
D Location of landscaoed areas.o Location of limits of disturbance fencing
o Location of all required parking spaces
D Snow storage areas.
a Proposed dumpster location and detail of dumpster enclosure.o Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section
and elevation drawings shall be provided on the plan or separate sheet. Stamped
engineering drawings are required for walls between 4' and 6'feet in height.u Delineate areas to be phased and appropriate timing, if applicable
Landscape Planio Scale of 1" = 20' or larger
o Landscape plan must be drawn at the same scale as the site plan.
o Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated
(including new location), and to be removed. Large stands of trees may be shown (as
bubble) if the strand is not being affected by the proposed improvements and grading.
o Indicate all existing ground cover and shrubs.
a Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers,
gallon size for shrubs and height for foundation shrubs) of all the o<isting and proposed plant
material including ground cover,D Delineate critical root zones for existing trees in close proximity to site grading and
construction.o Indicate the location of all proposed plantings.
B The location and type of existing and proposed watering systems to be employed in caring
for plant material following its installation.
Page 4 of Lzl12l07llz
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
Lighting Plan:o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous areao Attach a cut sheet for each proposed fixture.
II. REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
a C.olor chip or color sample including the manufacturer name and color number(s)
o Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of I2lO2l07lO2
PROPOSED MATERIAIS
Buildino Materials Tyoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please speciff the manufacturer's name, the color name and number and attach a color chip,
Page 6 of IAO2lO7l02
I
PROPOSED LANDSCAPING
Botanical Name Common Name Ouantiw Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc,)
PageT of L2/02107/02
fo
UTIUTY LOCATION VERIFICATION
This form is to verifo service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Siqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharo
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4555 (fax)
Contact: Ted Husky
EXCEL ENERGY
970,262.4024 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICTX
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.t224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
*Please provide a site plan, floor plan, and elevations when obbaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no commenb
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Departrnent of Public Works at the Town of Vail. Utiliil locations must be obtained before
dioqinq in any public right-of-way or eas€ment within the Town of Vail. A buildino permit is not a
Public Wav oermit and must be obtained seoaratelv.
Page 8 of 12102107102
NOTES TO ALL APPLICANTS
Pre-aoplication Meetino
A pre-application meeting with Town of Vail staff is encouraged. The purpose of a pre-application
meeting is to identify any critical issues peftaining to the applicant's proposal and to determine the
appropriate development review process for an application. In many cases, the pre-application meeting
helps to expedite the development review process as critical issues are identified and dealt with in the
preliminary stages. A pre-application meeting may be scheduled by contacting Judy Rodriguez at
97 0.47 9.2128 or jredrg_ucz@e!.vajko.ls
Time Requirements
The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines. A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at htto://ci.vail.co.us/commdev/planning/drb/meetinos/default.htm For a new
residential development, the application deadline is typically 3.5 weeks prior to a Design Review Board
hearing.
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set fotth in lltle 12, (Zoning
Regulations) and lltle 14 (Development Standards) of the Town of Vail Municipal Code.
Reouirements for orooerties located in hazard areas
If a property is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rockfall, debris flow,
floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific
geological investigation. If a site-specific aeological investigation determines that the subject property is
located in a geologically sensitive area, the property owner(s) must sign an affidavit recognizing the
hazard report prior to the issuance of a building permit. Applicants are strongly encouraged to consult
with Community Development staff prior to submitting a DRB application to determine the relationship of
the property to all mapped hazards.
Reouired Plan Sheet Format
For all surveys, site plans, landscape plans and other site improvement plans, all of the following must be
shown.
1. Plan sheet size must be 24"x 35". For large projects, larger plan size may be allowed.
2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
3. Graohic bar scale.
4, Nofth arrow.
5. Title block, project name, project address and legal description.
6. Indication of plan preparer, address and phone number.
7 . Dates of original plan preparation and all revision dates.
8. Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11, Names of all adjacent roadways.
12. Plan legend.
Page 9 of LZ/02l07loz
Desiqn Review Board Meetinq Reouirements
For new construction and additions, the applicant must stake and tape the project site to indicate
property lines, proposed buildings and building corners, All trees to be removed must be taped. The
applicant must ensure that staking done during the winter is not buried by snow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
The applicant or their representative shall be present at the Design Review Board Hearing. Applicants
who fail to appear before the Design Review Board on their scheduled meeting date and who have not
asked in advance that discussion on their item be postpond, will have their items removed from the DRB
agenda until such time as the item has been republished,
If the DRB approves the application with conditions or modifications, all conditions of approval must be
resolved prior to the issuance of a building permit.
Staff Aooroval
The Administrator (a member of the planning staff) may review and approve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review
Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision
is subject to final approval by the DRB.
Additional Review and Fees
If this application requires a separate review by any local, state or Federal agency other than the Town of
Vail, the application fee shall be increased by $200.00. Examples of such review, may include, but are
not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees in excess of 500/o of the application'fee.
If, at the applicant's request, any matter is postponed for hearing, causing the matter to be re-published,
then the entire fee for such re-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have design, land use or other
issues, which may have a significant impact on the community, may require review by eltemal
consultants in addition to Town staff. Should a determination be made by Town staff that an external
consultant is needed, the Community Development Department may hire the consultant. The
Department shall estimate the amount of money necessary to pay the consultant and this amount shall
be fonryarded to the Town by the applicant at the time of filing an application. The applicant shall pay
expenses incurred by the Town in excess of the amount forwarded by the application to the Town within
30 days of notification by the Town. Any excess funds will be returned to the applicant upon review
completion.
Page 10 of 1210407102
TOI44\,M
Suruey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
weD: www,o.va .co.us
*This checklist must be submitted prior to Public Works review of a proposed development
Owners/Project Name:
Project Address:
Applicant:Phone Number:
Submittala Stamped survey of property o Landscape plan
o Civil/Site plans a Title Report (Section B)
Survev Requirements:
o Surveyor's wet stamp and signature o Environmental Hazards (ie. rockfall, debris
o Date of survey flow, avalanche, wetlands, floodplain, soils)
D North arrow o Watercourse setbacks (if applicable)
o Proper scale (1"=10'or I"=20) o Treeso Legal description o Labeled easements (i.e. drainage, utility,
o Basis of bearings / Benchmark pedestrian, etc...)
o Spot Elevations o Topography
o Labeled right of way and property lines; o Utility locations
including bearings, distances and curve o Adjacent roadways labeled and edge of
information. asphalt for both sides of the roadway showno Lot Size for a minimum of 250' in either direction
r Buildable Area (excludes red hazard from propefi.
avalanche, slopes greater than 40olo, and
floodplain)
Site Plan Requirements:
I. Access (check all)
o Driveway type and finished surface are shown on the site plan.
o Unheated o Heated (poftion in ROW in a separate zone)
D Snow storage areas are shown on the site plan within property boundaries (30o/o of driveway area if
unheated; 10olo of driveway area if heated)o All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Standards, p. 11. Steepest Section Driveway Grade (not the average grade):-
a Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
II. Construction Site (check all)o Location of all utilities and meter pits are shown on the site plan.
a Limits of disturbance construction fencing is shown on the site plan.
o I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
tr I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 of l2lo2lO7lA2
ilI. Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p, 12.D (Note: Valley pan must not be heated)s 4 Foot Concrete Pan o 8 Foot Concrete Pantr Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.o A Hydraulic report has been provided. (As requested by Town Engineer)
ry, Erosion Control (Check all that apply)
o Disturbance area is greater than one half acre,D A separate Erosion Control Plan has been professionally engineered and PE stamped.D Less than one half acre has been disturbed, and proper erosion control devices are shown on the site
plan.
V. Floodplain (check all that apply)o The project lies within or adjacent to a 100 year Floodplain.
D 100 year Floodplain is shown on the site plan.
a A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)E The project does not lie within or adjacent to a 100 year Floodplain
VI. Geological/Environmental Hazards (check all that apply)o The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)o A Hazard Repoft has been provided
o The project does not lie within a Geologic/Environmental Hazard area.
VIL Grading (check all that apply)
o Existing and proposed grades/contours are provided on the site plan.
r All disturbed areas have been returned to a 2:1 grade,
o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contours are shown on the site plan, there is no proposed grading,
VIII. Parking (check all)o All residential and commercial parking spaces conform to the Development Standards, pp. 12&15,
IX. Retaining Walls (check all that apply)
o All retaining walls conform to the standards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
a All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.o No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
uPropersightdistancehasnotbeenattained.Exp|anationwhy:-
Additional Comments
Please provide any additional comments that peftain to Public Works Review.
Page 12 ot l2lo2l07/02
Applicants Signature
***,i *** *,!*** * * t * * + * 't *:l' * * * * **+**+******** * 't * * * * * * * * + * * * ** * * * * * * * * * + * + + * + * * * * * * * * ** + {.* * * * * * * * *
TOWNOFVAIL. COLORADO Statement
** * * * **** ** * * * * | * + ** t | * t* * * t f+ * * * t+ * f +'; *t * * + f+ +* * * ';t * *** *+ * * {.*******+ *,}* lt * t t t* ********* + t * |
St.at.ement tilun rer: ROOOOO2578 Amount: $20.00 06/L3/2OO2O3:48 PM
Palment Method: Cash Init: irAR
llotation:
Permit No:
Parcel No:
Sit,e Address :
L,ocaUion:
This Payment:
ACCOUNTITEM LIST:
Account Code
DR 00100003112200 DESIGN REVIEt.l FEES
T]4)e: DRB- Chg to Appr PlanE
Total Feee:
Total ALIJ Pmts:
Balance :
Current Pmts
20.00
DRB02 018 4
210311415004
O VAII.,
Phillipe 66
$20.00
Descri pti on
$20.00
$20.00
$0.00
+ * *** *** * * *+ f * + ++ + + **'t* + *t +********+** * * ** * * ***** f**+* * * * ** * ** **+* **** * t * *{' * * + +* ** * ** ** *+'l+ *
" RETA|NtNG WALL SYSTEMS
+
Thank you for your interest in KEYSTONE. Pictures are worth a thousand words, so browse
through this booklet and see how KEYSTONE can be the solution to your retaining wall
problem, while adding beauty to your landscape. These pages represent only a few of the
many landscape designs that can be yours with the KEYSTONE RETAININC WALL SYSTEM!
lD
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T{,,friii';i
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PROVEN DURABILITY
KEYSTONE'S VERSATILITY IS A DESICNER'S
DREAM. V:t ir: ols i'r color .rnc 'JLr pal:clt, :rkrr r lvrtl 4
anai S lrigh Ltnils of'ct lfc opporILr1il'v l!)f .r] nil(l(l ( i{r:rli\'1lr'
and dcs gr Ang cd stdcs ;rlllv,; 1o' gr:rarcll cur\,(rs ( iir( ;rvc ;rr(l
c.n,,,0x sllaLrcs a:rC scf ceflil'J: You'll appreciate the destgn
flexibility inherent in KEYSTONE walls.
KEYSTONE \ ALLS LAST! KEYSTONT'S lorr rllrrosivrr,
ron ilc[cr c]rat frg lratef als st:rird !ll l() l.rl|rc s c]cnt,:tf tls
KEYSTONE yia s ',\ror't Cisr,olcrr ilctcr o:arlc, !^/al f
j, o' f ol likil
t rnccr. \,lorlaf .ss dcs gn llf ov iics [)u ll irr Cra fagc or hyiiroslal (.
!!aLer pressures t'r:rt dcslroy lrad :ior'.r u,r ls KEI'STON[: s
h gh strefgth, lo\,,J absorLrtron cotcrclc r\rit'rsla'tiis flrl,:l1t) I'l:l!\'
ef'ects of naturc KEYSTONE is environmentally friendly.
KEYSTONE OFFERS IRRESISTIBLE BEAUTY. nirtr
cclors. Hcavy lcxlLrcs. Dr-.cp srrdoi"vs Ihc KLYSTONE
s,vslcnr a.omb rcs all lhcsc ftlrturus Io cltf eni C y0Lrr d(]sigI
A KEYSTONE rva corrplcn cr:s arrl h;rrnor 1cs \.,'rill lf ln
bu lding or ardsaaping s tc.
Creat looks without compromising strength or integrity.
AND PERFORMANCE
KEYSTONE lS EASY TO INSTALL. Nu 5t).'i rl l,)ir s.
LrilLl I)trt3ftl. fIoTl,rf. or l()1)t li.is tlL"t:11.t 't r1. S lllll ','crt.rr'.:lc a
s'l;r lri\,, lfcnl lt ;l rl lr',':r |r,'r' tritsr'( o-l'st tt:(tt (lr'k ltc Lttti s i',llfl
rcirrlorr:lil I lrirrgi;rss [] lrs l):r( 1 il rj ( i)rttl).t.1 A iEYS IONE
tva t:i f[, :l;r Irl Ittr'lt lits.(]t l.ft: t (r:ltIt r't; ls.
Sta rt-to-fin ish efficiency.
KEYSTONE...A SUPERIOR RETURN ON YOUR
INVESTMENT. ll\lir lirl r)rr is s rrtp t:.rr rl lasl \/\/;t s afr'
!if l.r,;r ly llra lr:cr;ri 1r lrr:r: ll'c ilutabilily ol a KFYSTONE
Lva rrlkrrs or:s::rrrl il l(' i \,( (, i (.rst !clrct ts.
KEYSTONE increases real estate values.
KEYSTONE...THE SOLUTION TO YOUR RETAININC
\ ALL NEEDS. ArtLr:s lrr (orrrtlfi, KTYSIO\E pro\"',lcs
i,]sl |{l l)|,t.rl'r 'i)r r0s ilafr ri. irlrn'l rr]|r: cc|'lrlcxcs f]aJlc s,
TcsI,ttIIaIIIs. sltrl.tpr r 11 !.ltl{)r5 | o'IltTt0t'c ;t ;rIij Iti-t:lr al
(1{)vcLol)ffc|1s, l),rrks {lr) l(otf 5{r-!. fr aif llas pcnds, sl [cafils,
riva"cfways, roads, and n gn"vays.
ffi' [r'Yr-.]l[-il.]U'E [P /T\ tD
RETAININC WALL SYSTEMS L-I tJ LIL-I U \_-I L-.I \--/ \-/L-,-L_\ LI
CLASSIC ELECANCE
Keystone Retaining Wall System's Mini Unit is the affordable solution
to your retaining wall and decorative landscaping needs. The l\1lnl
Unit forms an attractive alternative to timber walls. Easy to handLe
concrete units require no mortar, special tools or preservatives.
Simply interlock the units with the f berglass pins to the required
height and top off your wall with KEYSTONE Cap Unlts.
8" Compac and 4 lviin Units used in combifation \?rious a ternating patterns and colors are poss ble.
4
H.\'. i
Mini Unit and Cap Unit
V;r cus al[en]a: ng patf-.rns afd colors a'c possio e
6
a Corpr' "r l z \'1 U l\ u . d ir, n l i dl 01
I€rSX]I\E rBfu]tM_]tDiT\M
RETAINING WALL SYSTEMS \-__/\-__./L-ItJL-.IL-.I L_'U\_J
COST-EFFECTIVE BEAUTY d FUNCTION
The KEYSTONE International Cornoac Unit orovides the distinctive
beauly and slructural stability that have become KEYSTONE's
trademark. The International Comoac is an installer's favorite -
it s lighler \re gnL ano Lai oes g' eases rardl rg This s L^e perlect
choice r,vhere the deep embedment length of the KEYSTONE
Standard Unil is not reouired.
8
. !j, i t..t\'. )
Compac Unit
I
I
9
I
l
I€rSICI\E S ll/ a \ ti"ll tl-l A lil til-.]
RETAININC WALL SYSTEMS U LlL rLlLl\ lL:rL n l[lUL:,
PROVEN DURABILITY & PERFORMANCE
The KEYSTONE Slandard Unit is not onlv Ihe ]ndLrstry leader, rt
crealed the industrv. The patentcd nrorlarless, interlocking s"vstem
provides bolh function and destgn flex bi ty, [cunres, straighl ,,^raiLs,
lerracesJ, and harmonizes beaulifully wilh _vour building or and
scaping site. The Standard Unil's height l.o depth ralo offers a
structurallv sound, engineered lva svstem l^rith superior slabilill',
durabrlit-v, and strength. KE\STONE ir,al t are easV lo install ano
cost effective comparcd to tradilional metho0s
il
12
. W'eight .. Size (HxWxD)
. F\'"^(pd f2.F '.p,
95 lbs. (42.75 kgl
8'x1B x21 1 2 i..2A32 x 4512 x,.5461 n,)
I sq fL. B"x 18 :.C93 sc. - - 2C32 x .45,12 m',
Standard Unit
Creative color and texture options
KEYSTONE offers a variety of colors and face
texlures prol,iding unlimited creative options for
vorrr lardscanino si e Choose ['on difrerent
face textures. Select from KEYSTONE's earth
tone colors such as gray, tan or brown. Custom
colors are available lvrth special quantity orders
These options, along ivith unit r,veight, size and
product avallability, may vary by region. See
vour KEYSTONE reDresenlative for details.
I
14
The KEYSTONE Retaining lvarr SvJas deve oped ,,vith simplic ty of ,onr,rr.tn
mind. These step-by-step jnstructions ',vill guide you from staft to finish.
[|nstructions app y to all KEYSTONE unit sizes.)
Step 1. Prepare the base leveling pad
Excavate a sha low trench according to the designed lefgth and width of your KEYSTONE
wall. Leave enough space behind the KEYSTONE units for a granu at backfill drainage zone
The prepared base should be level, K/ith 6 of well-compacted granular fill [sand. gravel, or
112" to 314" crushed stonel at 950/o Standard Proctor compaction or greater. KEYSTONE
recommends addjtional trench depth for below grade placement of KEYSTONE units on a
ration of i" below grade for each 8" of wal height above grade.
Note: For wolls less than 3'high. KEYSTONE unts maA be placed on firn,. undisturbed inorganic soils.
Drainage zone molj voril due to site. soii or engineering requirements.
Step 2. Install the base course
Place the first course of KEYSTONE units side by side (with sides touching) on the pre-
pared base, with the kidney-shaped void facing dorryn and the p n holes facing up. [See
illustration.l Make sure each unit ls level side to side and front:o back. The first course rs
critical for accurate and acceptable results For straight \,!alls, use the pins or the straight
back edge of the unit for alignment.
Step 3. Install the interlocking pins
Place the re nforced fiberglass pins into the paired holes in each KEYSTONE unit. Each
unit requires two pins. (Pins of adloining units should be 12" on center.) Once in place, the
pins create an automatrc setback for the addjtional courses. According to r\ial require-
ments and design, place pins in the front holes for near vertical setback and the rear holes
for l" setbac k.
Step 4. Install and compact backfill
Fi I in a I vo ds - ns de, between and beh nd the KEYSTONE units using 112" lo 3i4
crushed stone or clean, ',!ell drain ng granular fill Peagravel is not recommended.
Compact the fill to elirninate settling
Use existing soils for backfill behind the grave drainage zone (Heavy cla)/s or organic
s0ils are not recomrnended due to water-ho ding properties.l Compact to a minimum of
95016 Standard Proctor compaction, p acing f ll in 8" lifts on a course by course bas s luse
only walk-beh nd mechanical compaction equipment within 5'behind the units.)
Sweep off any pebbles or debris so the KEYSTONE units rest even y upon each other.
Step 5. Install additional courses
Place the next course of KEYSTONE units over the fiberglass pins, f ttjng the pins jnto the
kidney-shaped recesses. Center the unit over the tn/o underLi/ing units as shor,vn in dragrarn
5. Visually s ght down n kldney shaped recess for pin positioning. Pull the KEYSTONE
module toward the face of the wal unti t makes ful contact wjth both pins. For each
remarnrng course, repeat steps 5. 4, and 5.
Step 6. Install KEYSTONE Caps
Complete your wall with KEYSTONE Caps. In areas of high public usage. apply Kapseal"
Adhesive on the top surface of the Last course before applying cap units. Place the KEYSTONE
Cap overthe pins on the under.ving unt. Pul the cap forward to the automatic setback
position. Backfill and compact to finish grade.
These guidelines da not take into ac.ount geoloEicai voriotians in site ond soit canditions. Further
engineering cansiderations moA be necess1r!,j. Nane of the tnfarmotion enclosed herein shauld De
construed os a construction detatl.
Basic Product Installation
15
Creative options rolBistinctive tooks
KEYS0I\E'cLASs tc srRAtcHr FACE
Units are available in both 4"
and 8" high, offering a beautiful,
natural option to expand youl'
creative design choices.
KFfSICNE" ;:ffi[,';:,:il,::il],, ,,,,",',, ,nc . 4444 wesr 78th srreer
RETAININC WALL SYSTEMS fvlinneaDo is N'1N 55435 . 800-747-8971 ' FAX: 6l 2'897'5858
BESTBLOCKCO.
8227 Blakeland Dr.
Liftleton, co 90125
(303) 7 91 -3334 Fax 791 -2s47
STANDARD
COMPAC
MINUCAP