HomeMy WebLinkAboutLand Use Case.CR.Maroon Creek.A 028-03Maroon Creek Bike Path 1041 Hazard County Referral
2735-14-2-18-003 A028-03
CASE NUMBER
A028-03
PARCEL ID #
2735-142-18003
CASE NAME
Maroon Creek Bike Path 1041 Hazard Review
PROJECT ADDRESS
Maroon Creek Bike Path
PLANNER
James Lindt
CASE TYPE
County Referral
OWNER/APPLICANT
REPRESENTATIVE
DATE OF FINAL ACTION
6/26/03
CITY COUNCIL ACTION
PZ ACTION
ADMIN ACTION
Comments Returned
BOA ACTION
DATE CLOSED
8/21 /03
BY
J. Lindt
•
PARCEL ID: 2735-142-18003 DATE RCVD: 06/10/03 # COPIES:— CASE N A028 03
CASE NAMEd Maroon Creek Bike Path 1041 Hazard Review PLNR: Joyce Allgaear
PROD ADDR: Maroon Creek Bike Path CASE TYP County Referral STEPS:��
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MEMORANDUM
TO: Ezra Louthis, County Planner
THRU: Julie Ann Woods, City Community Development Director
FROM: James Lindt, City Planner_���
RE: . Maroon Creek Bike Path Application- City Referral Comments
DATE: June 26, 2003
The City of Aspen Planning Staff reviewed the Maroon Creek Bike Path Application and
has the following comments:
1. The Applicant is required to also obtain a stream margin review
exemption approval from the City of Aspen for the portion of the trail
that is to be constructed within the City Limits due to the fact that it is
proposed within 100 feet of the high water line of Maroon Creek.
2. The City Planning Staff agrees with the Applicant that the proposal is
consistent with. the City of Aspen Trail's Plan to establish a pedestrian
trail connection between Aspen Highland's Village and the Aspen
Recreation Center/ Community Campus Area. Moreover, the -City
Planning Staff also believes that placing the trail on the western side of
Maroon Creek Road will lessen the amount of opportunities for
pedestrian/bicycle/ automobile conflicts.
3. The City Planning Staff would suggest that silt fencing be required on
the downhill side of the construction in every place where excavation
is proposed in an effort to control the erosion of the hillside.
Additionally, the City Planning Staff would also suggest that the
County Staff obtain more detailed information regarding the methods
of soil retainage that are going to be implemented during the
construction process. Additionally, the area of disturbance that is
identified on the plans does not appear to account for the two (2)
overlook areas. City Staff would suggest that the plans be revised to
include the overlook areas within the identified area of disturbance.
4. The City Planning Staff also suggests that the Applicant consult with
the County Engineer to verify that the proposed changes to the
alignment of Maroon Creek Road are acceptable.
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5. A fence elevation should be included in the application and reviewed
to determine if the fence will be tall enough on the western side of the
trail to ensure the safety of the trail users.
Thank you for the opportunity to provide comment on this County application.
E
E
PITKIN COUNTY
COMMUNITY DEVELOPMENT DEPARTMENT
130 South Galena Street
Aspen, Colorado 81611
Phone (970) 920-5526 FAX (970) 920-5439
MEMORANDUM
TO: CITY OF ASPEN
OPEN SPACE AND 'TRAILS
ENGINEER
FROM: Ezra Louthis, Community Development Department
RE: MAROON CREEK BIKE PATH 1041 HAZARD REVIEW
(PID# 2735-142-18-003 CASE# P053-03)
DATE: June 10, 2003
Attached for your review and comments are materials for an application submitted by
Tom Newland for the City of Aspen. The Pitkin County Hearing Officer will review the
application on Tuesday, August 19, 2003.
Please return your comments to me by Friday, July 4, 2003.
PLEASE RETURN APPLICATION MATERIALS TO COMMUNITY
DEVELOPMENT IF YOU HAVE NO FURTHER NEED OF THEM.
Thank you.
Newland Project Resources, Inc.
PROJECT MANAGEMENT ✓DEVELOPMENT APPROVALS TRANSPORTATION PLANNING
RECREATION PLANNING -ENVIRONMENTAL ANALYSIS v, GRANT WRITING
(970) 927-4645 VOICE 417 ORIGINAL ROAD, BASALT, CO 81621
(970) 927-8148 FAX tomn®sopris.net
Ezra Louthis
Pitkin County Community Development Department
130 South Galena Street
Aspen, CO 81611
May 21, 2003
RE: MAROON CREEK BIKE PA TH 1041 HAZARD REVIEW
Dear Ezra:
Please accept this letter and accompanying attachments as the City of Aspen Parks
and Recreation Department's formal submission required to conduct a 1041 Hazard
Review for the Maroon Creek Bike Path. The following submission has attempted to
include all of the materials necessary to allow a thorough review of the application.
INTRODUCTION
The City of Aspen Parks and Recreation Department (hereinafter the "applicant") is
requesting approval of a pedestrian/bike trail, known as the Maroon Creek Bike Path,
along the west side of Maroon Creek Road in unincorporated Pitkin County.
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VICINITY MAP
Please see the Project Design Drawings enclosed within ATTACHMENT F for an
illustration of the trail. The trail will begin at the Aspen Highlands Village and travel
approximately 1,440-feet to the Aspen Recreation Center (ARC). For reasons
explained below, the trail alignment is located partially within City Limits on open
space property owned by Pitkin County, and partially within unincorporated Pitkin
County along the Maroon Creek Road right-of-way. It is the portions of the trail
located on the Maroon Creek Road right-of-way that are subject to this request for
1041 Hazard Review.
PROPOSED DEVELOPMENT
The applicant is proposing placement of a 10-foot wide pedestrian/bike trail that will
connect the Highlands Base Village to the Aspen Recreation Center and School
Campus. The site is located along the west side of Maroon Creek Road north of the
Highlands Ski area. The 1041 Hazard Review Site Plan, enclosed within ATTACHMENT
F, shows the specific trail alignment. As mentioned above, this alignment crosses
over road right-of-way and open space owned by Pitkin County. The completed trail
will create a safe pedestrian trail corridor where one does not currently exist. This
trail will contribute to a connection for the "seamless" trail system the City of Aspen
is striving to accomplish by connecting the residents and visitors of Aspen Highlands
Village to the High School/Community Campus area and further on into town. A key
link for the community trail system will result from the creation of this trail.
The Maroon Creek Bike Path will bring users to the trail system connecting to the
High School/Community Campus area, Tiehack Ski area and to the Marolt and Moore
open space areas. A further connection is created between the Owl Creek/Highway
82 AABC trail and the Cemetery Lane Trail to the Rio Grande Trail Regional Trail.
Increased public recreation opportunities and an alternative transportation option for
commuters traveling up and down the Maroon Creek corridor will result. When
completed, this trail will be managed and maintained as part of the City of Aspen
trail system.
The Maroon Creek Bike Path is the result of citizens petitioning the Aspen City
Council and Pitkin County Open Space and Trails Board for a trail connection between
Highlands and High School/Community Campus area. The applicant has already
initiated the public review process and has experienced a high level of support for
this proposed trail project.
Because of existing environmental factors present along the alignment of the Maroon
Creek Bike Path, the City has committed to taking innovative measures to ensure
that the environment is minimally impacted. Included as ATTACHMENT A are
photographs of the existing conditions along the alignment. The alignment of the
trail must cross three steep slopes/escarpments on the west side of Maroon Creek
Road. In order to maintain a safe trail environment and to minimize impact on the
slopes, pedestrian bridges are proposed to cross the steep sections. The pedestrian
bridge spans and abutments will be designed to minimize impact to the steep slopes.
Much of the remaining proposed trail alignment will be located on the natural
benches along Maroon Creek Road.
The trail alignment was placed on the west side of Maroon Creek Road primarily
because of the several side -road crossings required if the trail were to be placed on
the east side. In addition, the west side alignment offers the opportunity to meander
MAROON CREEK BIKE PATH 1041 PAGE 2
HAZARD REVIEW
the trail in and out of small stands of aspen and scrub oaks, greatly adding to the
trail experience without compromising safety.
The trail will provide a safe, quality experience to the trail user. The existing route is
a stressful experience that is potentially detrimental to the pedestrian or biker, as it
requires the co -mingling of vehicular and non -vehicular traffic on a single roadway.
The current situation is not safe to use by school -age children. The new, separate
trail alignment will permit the user to avoid this unappealing experience and be able
to focus on the spectacular scenic vistas of Maroon Creek and native vegetation this
route has to offer.
1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION
The land use code provides a one-step review/approval process for 1041 Hazard
Review before a Hearing Officer.
5-20-010(B): APPLICANT'S BACKGROUND INFORMATION: The owner of the project
is:
The City of Aspen Parks & Recreation Department, Jeff Woods, Manager
130 South Galena Street
Aspen, CO 81611
(970)920-5129
See ATTACHMENT B for authorization by The City of Aspen for the following firm to
represent it during the land use approval process:
Tom Newland, Newland
417 Original Road,
Basalt, CO 81621
Project Resources, Inc.
(970) 927-4645 (970) 927-8148 fax tomn(cbsopris.net
5-20-010(C) PARCEL DESCRIPTION: The property is located in the northwest
quarter of Section 14, Township 10 South, Range 85 West of the 6th Principal
Meridian. It consists of approximately 0.67-acres of county road right-of-way and
county open space. Enclosed within ATTACHMENT F is an Ownership and Zone
District Map. Also enclosed within ATTACHMENT F is a 1041 Hazard Review Site Map
that shows a more specific location of the trail with respect to the road right-of-way
and county open space property.
5-20-010(D) DISCLOSURE AND PROOF OF OWNERSHIP: This portion of the Maroon
Creek Road corridor is a Pitkin County road right-of-way and not a part of the city
streets system. Included as ATTACHMENT C is a letter from the Pitkin County Board
of Commissioners allowing the City to use portions of its properties for purposes of
this project review and approval.
5-20-010(E) LEGAL ACCESS: Access to the property is from Maroon Creek Road.
5-20-010(F) STANDARDS REPORT: The following addresses the sections of the Land
Use Code as specified during the pre -application conference (See ATTACHMENT D for
a copy of the Pre -Application Conference Summary):
Section 3-80: Areas Of Local And State Interest/1041 Environmental Hazard
Areas: The following subsections of this section are applicable to the proposed
development:
MAROON CREEK BIKE PATH 1041 PAGE 3
HAZARD REVIEW
3-80-40 Geologic (Slopes, Rockfall): Most of the open space property owned
by Pitkin County and some short portions Maroon Creek Road right-of-way
contain areas in excess of 30% or slopes between 15% and 30%. The 1041
Hazard Review Site Map enclosed within ATTACHMENT F shows the specific
areas of slopes greater than 30% and slopes of 15% to 30%. In addition, the
area where the slope exceeds 30% is also an area of rockfall (see
ATTACHMENT A for photographs of this area).
Despite the challenging site conditions, the west side alignment for the trail
was selected for a variety of reasons. The most important reason for a west
trail alignment is the minimization of road/trail crossings that would
compromise trail user safety. The west side alignment is sited away from
residential properties located adjacent to the east side of the road.
Significant slope modification would be necessary for a trail alignment along
the east side of Maroon Creek Road. Finally, the trail users experience is
much better since the trail alignment can be sited to create a buffer from the
road and provide spectacular views to the Maroon Creek corridor.
The applicant has developed a site plan that utilizes pedestrian bridge spans
over the slopes greater than 30%. This design is presented on the Project
Design Drawings enclosed within ATTACHMENT G of this application. This
approach substantially reduces the amount of excavation and disturbance
required on the steep slopes.
The applicant intends to utilize the natural benches that exist on the west side
of Maroon Creek Road as much as possible except in the areas that will
require pedestrian bridges. These natural benches are located adjacent to
slopes in excess of 30% but are themselves relatively flat and are covered
with mature, native grasses, shrubs and trees. Following the benches allows
the trail to be placed on top of the land rather than cut into a hillside, which
would be necessary if the trail alignment was located on the east side of
Maroon Creek Road. Minor cutting and filling will be required to smooth out
portions of the grade along the proposed alignment. Any land disturbed by
the placement of the trail in this area will be revegetated upon completion of
the work.
SUMMARY OF FINDINGS
The following conclusions can be reached from the findings of The Standards Report
above:
The applicant will utilize pedestrian bridges, as described within the
application; to span the areas of steep slopes along the trail alignment.
It is anticipated that this project will require several development permits
from the County prior to initiation of construction. These permits will likely
include an Earthmoving Permit and a Right-of-way Work Permit. The
applicant agrees to furnish detailed construction drawings of the bridges,
including specific abutment design, to the County Engineer for approval as a
part of any development permit application submitted for the project.
2. The applicant will utilize the natural benches along the roadside to eliminate
the need for significant excavation and retaining of the slope. The applicant
MAROON CREEK BIKE PATH 1041 PAGE 4
HAZARD REVIEW
agrees to furnish detailed construction drawings of the trail project to the
County Engineer for approval as a part of any development permit application
submitted for the project.
3. The trail alignment will also cross through native Gambel Oak, Aspen and
Serviceberry vegetation along the vegetated benches alongside Maroon Creek
Road. In the process, some Gabel Oak, Aspen and Serviceberry will be
removed. The applicant agrees to place multiple new trees in close proximity
to the project area to mitigate the loss of the existing vegetation. The
applicant agrees to work with the County Wildlife Biologist to develop an
appropriate restoration/revegetation plan for the bench areas prior to
issuance of any development permit(s) required for the project
Thank you for accepting this application. If additional information is needed during
the land use approval process, please contact me and I will make every attempt to
provide the information requested.
Sincerely,
Tom Newland
ATTACHMENTS
A) Photographs of Existing Conditions
B) Authorization to Represent
C) Documentation of Property Owner Sign -off
D) Pre -application Conference Summary
E) List of Adjacent Property Owners and Mineral Estate Owners
F) Mapping:
• Ownership and Zoning Map
• Project Design Drawings
• 1041 Hazard Review Plat (includes property
ownership, manmade and natural features)
MAROON CREEK BIKE PATH 1041 PAGE 5
HAZARD REVIEW
•
ATTACHMENT A
r♦ Existing Conditions/Proposed Alignment
.ti
Looking south on Maroon
Creek Road towards
• Highlands. Existing trail on
ARC ends at the arrow.
• New trail will begin here and
follow the alignment (red
• Y . ,;� dashed line) on the west
• y .'=�►-- _� _.. `_�. y>:. side of the road.
• :�_ Photo # 1
•
r The proposed trail
• alignment (red dashed line)
• continues along west side of
Maroon Creek Road. Trail
approaches road shoulder
for first bridge crossing over
• k >..�t� ;; steep gully.
• Photo #2
•
• _t
..o The proposed trail
. 3 alignment crosses steep
• gully on a pedestrian bridge
just to the west of an
• existing retaining wall.
y
• Photo
•
•
The proposed trail
alignment moves away from
Maroon Creek Road and
goes onto wooded bench on
open space property.
r _ Photo #4
The proposed trail
alignment follows an old,
cut through existing
vegetation on the wooded
bench.
Photo # 5
Trail comes back to Maroon
Creek Road on old cut
through existing vegetation.
Photo #6
The proposed trail
alignment follows close to
Maroon Creek Road to avoid
steep slopes and mature
vegetation.
Photo #7
The proposed trail
alignment again crosses
steep gully with a
pedestrian bridge just west
of an existing retaining wall.
Photo #8
Trail then leaves Maroon
Creek Road to utilize
existing bench on open
space property. Some
small Aspen trees must be
removed.
Photo #9
The proposed trail
alignment follows on bench
through existing vegetation.
=1 Photo # 10
f s -, cam.. .. ; J •� - -. .
The proposed trail
alignment approaches
Maroon Creek Road at the
intersection with
Thunderbowl Lane on fill
area.
Photo #11
Trail crosses Maroon Creek
Road just north of
Thunderbowl Lane
intersection. The trail then
follows Parcel D of Aspen
Highlands Village to
intersection with Prospect
Lane, tying into existing
sidewalk.
Photo # 12
ATTACHMENT B
6
THE CITY OF ASPEN
April 21, 2003
Tom Newland
Newland Project Resources, Inc.
417 Original Road
Basalt, CO 81621
RE. PERMISSION TO PURSUE LAND USE APRROVALS
Dear Tom;
Please accept this letter as formal permission for Newland Project Resources, Inc. to
represent the City of Aspen Parks and Recreation Department in pursuing all of the
necessary land use approvals required secure 1041 Hazard Review approval for the
Maroon Creek Bike Path.
I hope this letter is sufficient for your needs. If you or Pitkin County should have
any questions, please contact me at 920-5129.
Sincerely,
Jeff Woods, Manager
City of Aspen Parks and Recreation Department
130 SOUTH GALENA STREET - ASPEN, COLORADO 81611-1975 - PHONE 970.920.5000 • FAX 970.920.5197
www. aspengov.com
Printed m Recvcied Paper
i Pitkin County_
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• Administration
Suite 301
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• fax 920-5198
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May 8, 2003
Jeff Woods
Manager
City of Aspen Parks and Recreation Department
130 South Galena Street
Aspen, CO 81611
ATTACHMENT C
530 E. Main Street Aspen. Colorado 81611
RE: CONSENT FOR CITY OF ASPEN TO PURSUE 1041 HAZARD REVIEW
MAROON CREEK ROAD RIGHT-OF-WAY AND ASPEN HIGHLANDS VILLAGE
PARCEL A
Dear Jeff:
Please accept this letter as the County's written permission for the City of Aspen
Parks and Recreation Department to pursue 1041 Hazard Review approval for
the Maroon Creek Bike Path project. The project site is located on portions of
the Maroon Creek Road right-of-way and the Aspen Highlands Village Parcel A
Open Space tract, both of which are owned by Pitkin County. The County
understands that the proposed trail will utilize a portion of the west side of the
Cemetery Lane right-of-way and will not significantly impact the vehicular use of
the road.
Thank you. Please contact Bud Eylar if you have any questi
Sincerely,
Debbie Quinn
Assistant County Manager
County Commissioners County Attorney Finance and Use Tax
Suite 301 Suite 302 Suite 201
(970) 920-5150 (970) 920-5190 (970) 920-5220
,fax 920-5230
k-
ATTACHMENT D
PITKIN COUNTY
PRE -APPLICATION CONFERENCE SUMMARY
DATE:
March 17, 2003
PROJECT:
Maroon Creek Bike Path 1041 Review
LOCATION:
Maroon Creek Road (Parcel ID:273514218003)
APPLICANT:
Scott Chism
PLANNER:
Ezra Louthis Tel: 920-5482
1. Type of Application: 1041 Hazard Review
2. Description of Project/Development: Applicant proposes to build a bike/pedestrian path and
bridges along Maroon Creek Road between Iselin and Highlands.
3. Areas in which the Applicant is requested to respond, types of reports:
• Section 3-80, 1041 Hazard Review
- 3-80-50 Geologic (Slopes, Rockfall)
4. Review is before: Hearing Officer
5. Public Hearing: Yes, at Hearing Officer. The applicant shall post a public notice sign on the
property at least 15 days prior to the hearing and shall mail notice to all adjacent property owners
and mineral estate owners at least 30 prior to the hearing with the return address of the
Community Development Department (copy of the notice to be obtained from the Community
Development Department). The names and addresses shall be those on the current tax records of
Pitkin County as they appear no more than 60 days prior to the date of the public hearing.
6. Will be referred to: Engineer, Open Space and Trails, City of Aspen.
7. What fees was the applicant requested to submit:
- Planning Office $2,100 Flat Fee (Non-refundable, based on 10 hrs of staff time)
- Engineer $525 Flat Fee
- Public Notice Fee $25
otal Fee at Submittal $2,65
- If the staff time for this application exceeds 12 hrs, the Applicant will be charged at
$210 per hour beyond 12 hrs.
- Fees for Hearing Officer at $135/hr.
- Application is required to be submitted digitally (acceptable formats are:.txt, .doc,
.wpd, .rtf, .jpeg, .pdf)
8. To apply, submit rive (5) copies of the following information, unless otherwise noted (please use
double sided copying when possible):
• Letter of request addressing Code Sections listed above and describing project;
• 24" X 36" folded Site Plans (please see attached site plan requirements);
• Vicinity map;
• Description/Elevation drawings of pedestrian bridges;
• Documentation of easement or property owner sign -off (I copy);
• Letter from owner authorizing representative, if applicable (1 copy);
• Legal description (I copy);
• A list of adjacent property owners and mineral estate owners (1 copy);
• Total fee for review of the application;
• Copy of this pre -application form (1 copy);
PLEASE NOTE: This pre -application conference summary is advisory in nature and not binding on
the County. The information provided in this summary is based on current zoning standards and
staffs interpretations based upon representations of the applicant. Additional information may be
required upon complete review of the application.
•ADJACENT PROPERTY & MINERAL ESTATE OWNERS
•
*ASPEN HIGHLANDS COMMERCIAL
METRO DIST
•715 W MAIN ST
•ASPEN, CO 81611
*BRADLEY LOUISE D FAMILY LLC
• 1501 MAROON CREEK RD #9
`ASPEN, CO 81611
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•ECHELE ROBERT C
0424 BRAZILIAN AVE
PALM BEACH, FL 33490
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*FRIED ALAN I & SHELLEY R
•PO BOX 783
•ASHLAND, OH 44805
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•HEDRICK PHILIP E & JILL A
• 12 HIGHLANDS VILLA
*ASPEN, CO 81611-3307
•
iHOSIER GERALD D
•P O BOX 3410
*CRESTED BUTTE, CO 81224-3410
•
•
+KENNY PHYLLIS
•VARONEN CHARLES H
•HIGHLANDS VILLAS #16 GLEN DEE
*RD
•ASPEN, CO 81611
•
•LW DEVELOPMENT INC
C/O BROOKE A PETERSON ESQ
0315 E HYMAN AVE #305
*ASPEN, CO 81611
•
MAROON CREEK CLUB MASTER
ASSOCIATION
10 CLUB CIR
*ASPEN, CO 81611
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• OWENS JAMES L
• OWENS MARY B AS JT TENANTS
#10 HIGHLANDS VILLAS
ASPEN, CO 81611
• n_a AVERY@ Address Labels
ASPEN SCHOOL DISTRICT NO 1 RE
0235 HIGH SCHOOL RD
ASPEN, CO 81611
CASSIN LEE E
TOLEN DAVID
8 HIGHLANDS VILLAS
ASPEN, CO 81611
EPOCH-DEMPSEY DLVP LLC
C/O EPOCH PROPERTIES
359 CAROLINA AVE
WINTER PARK, FL 32780
GASIOROWICZ HILDE E TRUST
2630 GLENHURST PL
MINNEAPOLIS, MN 55416
BINES HIGHLANDS LIMITED
PARTNERSHIP
PO BOX 5115
ASPEN, CO 81612
JOHNSON KATRINA
PO BOX 1993
ASPEN, CO 81612
LARSON WENDY L
HIGHLANDS VILLAS #9
98 GLEN DEE RD
ASPEN, CO 81611
LW DEVELOPMENT INC
C/O BROOKE A PETERSON ESQ
215 E HYMAN AVE #305
ASPEN, CO 81611
MCCREARY WILLIAM F & PHILLIS M
9750 AMANITA AVE
TUJUNGA, CA 91042
PITKIN COUNTY
530 E MAIN ST STE 302
ASPEN, CO 81611
ATTACHMENT E
BOKRAM ELIZABETH & JOHN
0098 GLENN DEE RD
ASPEN, CO 81611
CITY OF ASPEN
130 S GALENA ST
ASPEN, CO 81611
ERCK JEAN E TRUSTEE 50%
C/O STANLEY C ERCK
954 CENTRE STREET
BOSTON, MA 02130
GROOVER SEAN & ERICA C
98 GLEN DEE RD # 13
ASPEN, CO 81611
HORWITZ DENISE & DONALD
1088 HOOKS SPUR RD
BASALT, CO 81621-9315
JONES RICHARD MC CULLOCH JR
210 N MILL ST #201
ASPEN, CO 81611-1504
LOVVORN W LAMAR
FBO KALETA ANN DOOLIN
PO BOX 45562
DALLAS, TX 75245
MALONE MARTHA N
HIGHLANDS VILLAS #14
98 GLEN DEE RD
ASPEN, CO 81611
MILLER DANIEL K
6017 WILLIAMS RD
HYDES, MD 21082
ROOKASIN IRIS
855 FORSYTH ST
BOCA RATON, FL 33487
Laser 51600
a Smooth Feed SheetsTM
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• SCHROEDER MARLENE
*PO BOX 809
•ASPEN, CO 81612
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• SNOWMASS RESORT ASSOC INC
*PO BOX 5566
• SNOWMASS VILLAGE, CO 81615
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i THOMSEN HANS A & VIRGINIA A
• 1501 MAROON CREEK RD #8
• ASPEN, CO 81611
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• WILSON J COOKE JR _
05644 WESTHEIMER #340
*HOUSTON, TX 77056
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• ZAGORSKI-KISTNER ELIZABETH M
098 GLEN DEE RD #7
*ASPEN, CO 81611
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SHIPP BEVERLY A
0098 GLEN DEE
HIGHLANDS VILLAS #11
ASPEN, CO 81611
STEARN LEATHEM
37 FERRY LN
WESTPORT, CT 06880
TSOU MICHAEL & ANGELENE
29869 HIGHMEADOW RD
FARMINGTON HILLS, MI 48334
WILTROUT DOROTHY M QPRT
201 CYPRESS LN
COLORADO SPRINGS, CO 80906
Use template for 51601
SLATER LAWRENCE J
1072 MAROON CRK RD
ASPEN, CO 81611
STEIN TUVIA
HIGHLANDS VILLAS #1
98 GLEN DEE RD
ASPEN, CO 81611
VANTINE DAVID K & LISA A
HIGHLANDS VILLAS #3
ASPEN, CO 81611
WOODWARD RALPH H
105 WOODWARD LN
ASPEN, CO 81611
Laser 5160®
0 04AVE RY® Address Labels
ATTACHMENT F
(POCKET)
Ownership and Zoning Map
Project Design Drawings
Draft 1041 Hazard Review Plat
L
Q
DESIGN
DEVELOPMENT
AF
C'
THUNDERAWL LANE
► 4'
01
J- SEE PATH AND ROADWAY
CROSSING PLAN
Pl STA 3+36 t9
1
__ .,
j�O \ r 1-- -- - - a--- - A--
s 14+12.76
I►aj.
€ PATH (SEE RIZONTAL
��
I /�
14+23.14
/ ;D
10 0 zD
i
ALIGNMENT
�`� 1 TI
DES IPTION) �o„� ♦ I II ® I I
T ®
.� TOP OF CUT - - - - - -
- TOE OF FILL
ORIGINAL
` \ / II �I�
_ _ _
SCALE: 1" - 90'
SCALES:
8086
1' = 20' HEIR
-- - - _ -
1" = 5' VER
v�
o
r o -
-
--
-
- -
8086
8082
00 CD
o m
----
-
-
co
o ItI
A = 10 52.10
-
8082
--
-
8078
B074
^ -�
8074
8070
/
�^
'B.
VPI STA =
11+78.28
go
N
I €�_
8070
_ _-
VPI
STA = 1 D+
0.7
VC = 50.
EXISTING
GRADE
N
a
�
8066
VPI
EL = 8070.36
\\
J
Nm
Nn
+
\\
i~i+c�
"'
8066
8062
$'e
m
x
cm
x
€ PATH
>
-
I-
-
CS�a
m
N
4?.0
-
a 'J'
e
8062
8058
N
J
Ud
ul
-
m
a
+
-
m
-
0-
8058
VPI
EL = 8051.63
54
- o
y
A-
+55:00
'6 4j9
--
--
V
10.00
8054
> >
_ _
--
4PI EL =
6.00
8050
x
=
_ _--Ni
a
--
8050
a
VPI STA
= 13+22.4'--;zz4
a
-800�
8046
VC =
16.00
\
-
8046
as v
m
-
- - -
,,
--
B042-
o
m—
�n
_
8042
8038
------
�
I
c �
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I
-
-- ----
I
8038
I
-
8034
--i
-- -
9+00
COMPUTER FILE
CREATION DATE:
10+00
INFORMATION
INITIALS: (�
11+00 12+00
SHEET REVISIONS ��� LOris and Associates, Inc.
%'
13+00
PATH
14+00
PLAN &PROFILE
PROJECT NO/CODE
8034
LAST MODIFICATION DATE:
4-14-03 INITIALS: SRF CJ
_« 5775 Flatiron Pkwy ; NO REVISIONS:
(SHEET 1>
HIGHLANDS TRAIL
FULL PATH:
DRAWING FILE NAME: -
0
Suite 207
Boulder, Colorado 80301 • �� � � • REVISED
2 •�
_
ISSUED BY: LORIS AND ASSOCIATES, INC.
O3 OZ
-- - - y
REVISED:
ACAD VER: ROO SCALE: AS SHOWN UNITS: ENGUSH L�
" 303.444.2073 VOID:
SHEET SUBSET:
- - L- - -
SUBSET SHEETS: SHEET
NUMBER
-_
DESIGN
OVERLOOK
BRIDGE
BRIDGE 1 (SEE
BRIDGE SUBSET)
DE
BEGIN BRIDGE
STA 17+40.00 PATH
END BRIDGE
STA 18+30.00 f PATH
FENCE WOOD (SEE DETAILS)
f PATH (SEE HORIZONTAL FENCE WOOD
ALIGNMENT DESCRIPTION)
(SEE DETAILS) -
RETAINING
STONE WALL
t
`'_ice-' ._
0.�5-/ _mil-r' \.� � . 7.
.80?�j,' �
r-. ri
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�
1,,
_
i
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+
1
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co
15
1 7
a
•
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ao
—MARO N_CREEK ROAD ___----_—
-
—.`T_r_--.T
----------
- —
SOIL -NAIL RETAINING
WALL
SOIL
PROPOSED STRIPING
-NAIL RETAINING WALL
7
1�
1
EXISTING EDGE OF PAVEMENT EXISTING
STRIPING
- m
1 aI1F
SCALES
PROPOSED STRIPING
TOP OF CUT - - - - - - 20 10 0 20
1' = 20' HOR
1" = 5' VIER
TOE OF FILL - —
-
ORIGINAL SCALE: 1" = 20'
-
— t-
- -
8056 n
-
--
o
04b8055
8052
41-
~
4 W
aD
8048 �B�X �'
w
v :g
N
rn n
VPI STA = 9+35.66
+
O
=
8048
VPI EL =
39.53
GW
t^g.
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8039-48
8044
-
- - - - -
- - - -
- - - -
I
--
-0 SOx
VC = 50.
`'
VC =
0.00
+2.48%
8044
e040
_
--',
8040
�
-
Doz�
I
EXISW
GRADE
VPI ST
= 15+03.93
I
b
8036
--
8032
+
J
W
8032
`-'
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_
U U
a s
r¢�
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8028
a
VC = 70.
n n
l
ii I
III
It
r
c
8028
8024
~
w W
U U
>
8024
3020
- - IL
8020
8016
- -
I —
--
--
14+00
COMPUTER FILE INFORMATION
15+00
SHEET REVISIONS
16+00
17+00
18+00
8016
19+CO
CREATION DATE: INITIALS:
Loris and Associates,
Inc,
PATH PLAN &PROFILE
PROJECT
EC NO/CODE
LAST MODIFICATION DATE: 4-14-03 INITIALS:
SRF
5775 Flatiron P"
t , i�"' NO REVISIONS:
(SHEET 2)
FULL PATH:
_ Suite 207
• i'.:
,1�
HIGHLANDS TRAIL
-
DRAWING FILE NAME:
�
Boulder, Colorado 80301
-.-
�. REVISED:
ISSUED BY: LORIS
AND ASSOCIATES, INC.
_
D31O2
ACAD VER: ROO SCALE: AS SHOWN UNITS: ENGLISH
303.444.2073
VOID:
REVISED:
- -
SHEET SUBSET: SUBSET SHEETS:
SHEET NUMBER 8
STEEL RAILING (SEE DETAILS)
f PATH (SEE HORIZONTAL
ALIGNMENT
OVERLOOK
DESCRIPTIONa
+
_i
No
23+00
N
_
+
— b — +
JL
CON CREEK
EXISTING EDGE OF PAVEMENT
EXISTING STRIPING
CONCRETE
CE BARRIER
TYPE 7 F-SHAPE, STYL'
W/SPLASH GUARD (SEE
-
DETAIL SHEET ??)
-
�- -
- - - -
PROPOSED STRIPING
ti
SEE GLEN DEE CONNECTOR PLAN
k PROFILE
TOP OF CUT - - - - - -
20 10 0 20
TOE OF FILL - - • -
bUbU
ORIGINAL SCALE: 1' = 20'
SCALES:
_-_
-
--
-
1' = 20' HOR-
8056
1' = 5' VER
Go
N
8056
n
e
8052
u'
N
W
IN STA = 1
+35.66
EXI
ING GRADE
>
g
'
I STA = 21
1 ri-
92.59
+.
+ o
n m
ar
a
m
u
8052
_ BE
-
4432
8048
= 50.00
N
I
u
'
W
8048
'
- - - - -
---'
- - - -
-----
-- -
----
-----
----
---
-----
----
----
-----
�
v~i
n
VPI STA
24+20.00
8044
-0.
1.7
-
VC = 40.00
8044
8040
f PATH
VPI
EL = 8043.
_ _
_
-
-
VC
50.00
��^
---
--
8040
8036
^'
+
m
Ln
^
- -
cn
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ry
o
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u
n
aD
VP
EL = 8038
12
0
8032
<
I-n
<
~
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=
c
o
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+
8032
U
+
m
po
N
O
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8028
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n
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Q
W
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W
8028
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U
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8024
> —
-
8024
BOZO
--
8020
8016
-
-J
19+01
COMPUTER FILE
INFORMATION
20+01
rat+Ot
SHEET REVISIONS
22+01
i
23+01 2a+Ot
P016
CREATION DATE:
LAST MODIFICATION DATE:
10-29-01 INITIALS: SRF
5-21-02 INITIALS: SRF
Loris and Associates,
5775 Flatiron Pkwy
•
, , . ; No
REVISIONS:
PATH PLAN &PROFILE
(SHEET 3)
PROJECT NO/CODE
HIGHLANDS TRAIL
FULL PATH:
-- "
Suite 207
. �' . a �'••,�
_
DRAWING FILE NAME:
-
Boulder, Colorado 80301
•� REVISED:
'j�
ISSUED BY: LORIS AND ASSOCIATES, INC.
03102
-
- -----
REVISED:
_
ACAD VER: ROO SCALE: AS SHOWN UNITS: ENGLISH
_
303.444-2073
VOID:
SHEET SUBSET: TRAIL SEGMENT 1 SUBSET SHEETS: T11 01 17 SHEET NUMBER 9
D1ISIGN
DEVELOPMENT
ro
4 PATH (SEE HORIZONTAL ALIGNMENT DESCRIPTION) FENCE (WOOD) (SEE DETAILS)
a
■
/ '
BEGIN BRIDGE END BRIDGE
STA 26+50.00 f PATH STA 28+00.00 PATH
+
00
_
40 '
v
BRIDGE 2 (SEE BRIDGE SUBSET)
v
-ao4o
t
'
l
V► }
v o l
It
'or
s -s-� ac a►.. x -��• = s-� x
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MAROON CREEK ROAD
-------
---
END ANCHORAGE (NON -FLARED)
�L
(WEATHERING STEEL)
20 10 0 20
GUARDRAIL TYPE 3 (6-3 POST ORIGINAL SCALE: 1" = 20'
TOP OF CUT ------
TOE OF FILL - — • -
SPACING) (WEATHERING STEEL) - EXISTING EDGE OF PAVEMENT EXISTING STRIPING
SCALES:
1" = 20' HOR
Q
01
BRIDGE
2 (SEE
BRIDGE SUESET
_
8060
1" = 5' VIER
_
8060
VPI STA
28+17.
8
n
8056
/
I
_
_ +62
VPI EL =
8052.46
,.�
n
cn
VIC =50.00
N
8056
8052
8052
m °°
€PATH
0.51
0.51%
-
It
a
J
IL
8048
w�6�
-
>
8048
VPI STA
= 24+20
00
v
d
>
/
N
, i
N
M
00
��
i
VC = 4
.00
i
00
+
+
�
N
m
8044
o
v
�-
8044
�
N
0
n
N
O
8040
��
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-
N
a
1
1
.��
~i
w
A
n
.72
_j
VPI EL
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3 8040
VPI S
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4.21
a
t
1
a
s
vt
w
VC
50.00
8036
8036
o
VPI E
= B040.
7
EXISTING
RARE
U
> >
a
>
a
>
oC14
EL >
8032
N
O
0
11
8032
8028
H
J
to
W
>
8028
8024--
- --
8024
8020
-
I
- -
24+01
COMPUTER FILE
25+01 26+Ot +Ot
27
INFORMATION SHEET REVISIONS
28+01
29+01
8020
CREATION DATE:
INITIALS: �-
Loris and Associates,lnc,
t
PATH
PLAN &PROFILE
PROJECT NO/CODE
LAST MODIFICATION DATE:
—
4-14-03 INITIALS: 5RF
-
5775Flatiron Pkwy �,i�'"' NO REVISIONS:
--
SHEET 4)
HIGHLANDS TRAIL
FULL PATH:
0
suite 207-
~ " '
-
DRAWING FILE NAME.
- - Boulder, Colorado 80301 • . RNSED:
,� -
ISSUED BY: LORIS AND ASSOCIATES,
INC.
O3 O2
ACAD VIER: ROO SCALE: AS SHOWN UNRS: ENGLISH
- + 303.444.2073 VOID:
SHEET SUBSET:
REVISED:
— - - -- ----
J SUBSET SHEETS:
SHEET NUMBER 10
DESIGN
DEVELOPMENT
Sow/
PATH (SEE HORIZONTAL..-. -
'ALIGNMENT
EOP STA = 31+01.45
E04o
DESCRIPTION)
—
_ t
EXISTING PATH
j(1t2p
,
E—
XISTING EDGE OF PAVEMENT
- + �+_
— — !` z� —
_ /
- - _
EXISTING STRIPING
g
_ _— —
MAROON CREEK ROAD
20 10 0 20
_
ORIGINAL SCALE: 1" = 20'
SCALES:
_
1" = 20 HOR
"
J
B060
I' = 5' VER
m
8w
r
N
II
8056
+
o
+
n
0
8 056
p
a
°0
p�
—
8052
EL = 804
1
8052
f I
ATH
= 10.00
8048
+2
8048
�
+5.
8044
8044
VP
STA = 30+
50.25
040
VPI EL
-
= 8043.73
VP
EL = 8044
I
n
I
VC =I
D.00
Vr
= 411m
+
+
ov
8036
EKISTING
E
II
li p
i
8036
H
8032
>
i
--
— -
8032
_
B028
I
-
8028
8024
i K24
8020
—T -
i
—
—
29+00
30+00
31+00
32+00
33+00
34+00
8020
COMPUTER FILE
INFORMATION
SHEET
REVISIONS
LonsandAssociates, Inc.
PATH PLAN &
PROFILE
PROJECT NO/CODE
CREATION DATE:
10-29-01 INITIALS: SRF
0
5775 Flatiron Pkvry
Suite 207
Boulder, Colorado 80301
, i"'
h �'•�
• ��
�� l '
(SHEET
ISSUED BY: LORIS AND ASSOCIATES, INC.
5)
--
--
LAST MODIFICATION DATE: 5-21-02 INITIALS: SRF
NO REVISIONS:
HIGHLANDS TRAIL
03102
FULL PATH:
-
REVISED:
DRAWING FILE NAME:
—
- --
(�
303.444.2073
REVISED:
SHEET NUMBER j j
ACAD VER: ROO SCALE: AS SHOWN UNITS: ENGLISH
VOID:
SHEET SUBSET: TRAIL SEGMENT 1 SUBSET SHEETS:
T11 of 17
DESIGN
DEVELOPMENT
SEE PATH PLAN & PROFILE
. \ QON \
a .
POT STA = 90+64.12
, POT STA 24+10.00. 5 RT f TRAIL
7L \
\
N � \ o � _ 8Wp•
4W
P01 STA = +00.00 \ v
N = 1,495,971.6341
E = 2.617,353.7438�
LIEN DEE HCL (SEE HORIZONTAL ` � \ � � � � \ � \ �
20 10 0 20
ALIGNMENT DESCRIPTION) \ \
ORIGINAL SCAIF. 1" = 20'
SCALES:
I
—T I --
— - - �-
1• = 20' HOR
-- - -
8060 1' = 5• VIER
--- - --
-- - -
-
00
00
---
--
-
--
8060
o
a
o
----
8056
n
-
8056
8052-
a
8052
t
m
m
11
II
m
p
II
-
�
8048
^
W
v
'
8048
1 € GLEN DEE
soaa
.7?
l
8044
EXISTING
ROUND
--
40
g
o
-2.00%
8040
0o
m o
0
—
8036
m�
n
m
00
,
_
Vf
J
W N
W8032
�
N
_
8036
+o
C=10
moo
mmC3
<
-
--
8032
8028
I
W
It
—
H
>
w
w
8028
8024
-
- -
--
-- --
8024
-
8020
- - —
I
-
---
—
—
89+00
90+00
8020
COMPUTER FILE INFORMATION
CREATION DATE: INITIALS:
SHEET REVISIONS Loris and Associates, Inc.
GLEN DEE CONNECTOR
PROJECT NO/CODE
LAST MODIFICATION DATE: 4-14-03 INITIALS: SRF
5775FlatironPlcwy t'.i�."' NO REVISIONS:
—-- a •-
PLAN AND PROFILE
HIGHLANDS TRAIL
FULL PATH:
—
DRAWING FILE NAME:
—
Sufte 207 . - �..
Boulder, Colorado 80301 �� .� �r . REVISED:
ISSUED BY: LORIS AND ASSOCIATES, INC.
03102
ACAD VER: ROO SCALE: AS SHOWN UNITS: ENGLISH —`
303.444.2073 VOID:
REVISED:
_ T _
SHEET SUBSET: SUBSET SHEETS:
_ - —
T11 of 17 SHEET NUMBER 12
I�
8050
8030
SOIL -NAIL RETAINING WALL
s COMPUTER FILE INFORMATION
CREATION DATE: 4-3-03 INITIALS: PJM
LAST MODIFICATION DATE. 4-14-03 INITIALS: SRF
FULL PATH:
DRAWING FEE NAME:
ACAD VER:. SCALE: AS SHOWN UNITS: ENGLISH
EXISTING GRADE
-----------
---PRE-ENGINEER
BRIDGE
ri
r I\
ROCK RETAINING
WALL
m mtl
III� -
a
EXISTING CONCRETE -.. -- -----
RETAINING WALL TO REMAIN
EXISTING 24" CMP TO
REYNN SOR-NAIL RETANING WALL
I
TABLE 1
BRIDGE DESIGN INFORMATION
2 BRIDGE #1 PLAN
OVERALLLENGTH 86DTH
8 4
��
'-0"
- 0 8
0' -0'
LIVE
L LOAD
NE LOAD 85 PSF•
ORIGINAL SCALE: yh" = 1'-0"
VEHICLE LOAD 5 TON
WIND LOAD 30 PSF
SEISMIC ZONE 1
RUB RAILS HAND RAIL
TOE PLATE NONE
GUARD RAIL HEIGHT 4' -6'
DECKING TIMBER
CORROSION PROTECTION WEATHERING STEEL
• LIVE LOAD MAY BE REDUCED
(SEE SPECIFICATIONS)
0 86'-0* LONG x 10'-0- WIDE
mQ
PRE-ENGINEERED BRIDGE
¢ o
2
n
u 8050
l - PROPOSED GRADE
17+25 7+50 17+75 18+00 -- 18+25
BRIDGE Jf 1 ELEVATION
8 4 0 8
ORIGINAL SCALE: I%" = 1' -0"
SHEET REVISIONS Lods and Associates, Inc.
— 5775 Flatiron Pkwy NO REVISIONS:
I - - Suite 207
-- l - Boulder, Colorado 80301 • ,» '
_ -a .� f REVISED:
303.444.2073 If.
8040
8030
18+50
DESIGN
BRIDGE #1 PROJECT NO/CODE
PLAN AND ELEVATION HIGHLANDS TRAIL
ISSUED BY: LORIS AND ASSOCIATES, INC. 03102
REVISED:
SHEET SUBSET: SUBSET SHEETS: SHEET NUMBER 2 S' _��
�o
I, w
N Q }
W
N
/ Q Y
U Q
m m N
PRE-ENGINEERED
BRIDGE
Xo
jo - - - -
`EXISTING CONCRETE
RETAINING WALL TO REMAIN
BRIDGE #2 PLAN
8 44 0 8
,//7/ m
ORIGINAL SCALE: �6" = 1' -0"
m
a u;
U 'n
150'-0" LONG x 10'-0" WIDE
PRE-ENGINEERED BRIDGE
mm
BD60
PROPOSED GRADE
-- - - - - - - - - -W� ------
-- --
--- -
--- _
__-
\\� EXISTING GRADE -------- ------
8040___------
26+50
COMPUTER FILE INFORMATION
CREATION DATE: 04-03-03 INITIALS: PJM (�
LAST MODIFICATION DATE: 4-14-03 INITIALS: SRF
FULL PATH: - �J
DRAWING FILE NAME: C=
ACAD VER: SCALE: AS SHOWN UNITS: ENGLISH (---)
27+00
27+50
BRIDGE 12 ELEVATION
8 4 0 8
ORIGINAL SCALE: %" = 1'-O'
SHEET REVISIONS Lods and Associates, Inc,
5775 Flatiron Pkwy M"' NO REVISIONS:
Suite 207 /'..
Boulder, Colorado 80301 ♦ ,'r r • 4
REVISED:
303.444.2073 VOID:
8
O
28+00
BRIDGE #2
PLAN AND ELEVATION
ISSUED BY: LORIS AND ASSOCIATES, INC.
REVISED:
SHEET SUBSET: SUBSET SHEETS:
TABLE 1
BRIDGE DESIGN INFORMATION
OVERALL LENGTH
150,-0"
CLEAR WIDTH
10, -0"
CAMBER
O'-0'
LIVE LOAD
85 PSF•
VEHICLE LOAD
5 TON
WIND LOAD
30 PSF
SEISMIC ZONE
1
RUB RAILS
HAND RAIL
TOE PLATE
NONE
GUARD RAIL HEIGHT
4'-6"
DECKING
TIMBER
CORROSION PROTECTION
WEATHERING STEEL
LIVE LOAD MAY BE REDUCED
(SEE SPECIFICATIONS)
8060
8050
8040
II DESIGN 1
PROJECT NO/CODE
HIGHLANDS TRAIL
_03102
SHEET NUMBER 2�
i
309009
309008
309012 -"--
309007
309011 309210
_309006 CITY
ZONE DISTRICT "'PI,-
2
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