HomeMy WebLinkAboutCHAPARRAL PUD - Filed GC-GENERAL CORRESPONDENCE - 2003-07-07CHAPARRAL P.U.D.
Fort Collins, Colorado
LAND USE DATA:
* Total Area: ................................... 10.04 Ac.
437,342 sf
* Total Dwellings (all single family detached)..55
* Number of Bedrooms per Unit...................3
* Gross Density:................................5.5 du/ac
* Average Floor Area per Unit;..................1330 sf
* Total Floor area for development: ............. 73,150 sf
* Average Lot Size: ............................. 5150 sf
* Ratio of Floor area to Lot size: .............. 1 . 4
* Coverage Breakdown:
a)
Buildings: ..................
96,525
sf
22%
b)
Driveways: ..................
22,770
sf
5%
c)
Street R.O.W................87,574
sf
20%
d)
Common Open Space ...........
55,118
sf
13%
e)
Active Recreational Area....
---
0%
* Off -Street Parking:
2 Garage spaces per Unit
2 Driveway spaces per Unit
Total for development: .................... 220
* Active Recreational Use:
There is no Active Recreational area designated
within this project.
* Common Open Areas:
Tract A, located adjacent to Shields Street,
is designated as Common Open area. The area is
+1.25 acres, and will serve to accommodate a
drainage detention pond.
* Maximum Building Height: ...................... 25 feet
* Existing Zoning: .............................. RP
deflection immediately after installation, backfill, and
compaction shall not exceed 500 of the base inside pipe diameter
as recommended by the Uni-Bell Plastic Pipe Association. These
Deflection Inspection Tests shall be verified by the Public
Improvement Inspector. Deflection exceeding 5% shall be
corrected prior to initial acceptance. The maximum allowable
final deflection prior to the expiration of the guarantee period
shall not exceed 5%. The City of Aurora at its option can
require deflection tests by the Contractor on any section of
pipe during the warranty period.
Any pipe damaged during installation or exceeding 5% deflection
shall be removed, replaced or repaired at the Contractor's cost
and in a timely manner. The method of repair will be at the
sole discretion of the Project Engineer.
Isis
Dev( pment Services
Engineering Department
July 17, 1989
Mr. Leo Schuster
Progressive Living Structures
4190 N. Garfield Avenue
Loveland, CO 80537
TO WHOM IT MAY CONCERN:
This letter is to inform you that the storm sewer, sanitary sewer, and
water lines on the project referred to as Chaparral P.U.D. have been
inspected and accepted by the City of Fort Collins pending the normal
contractor warranty period.
Sincerely, /
Lance Newlin
Engineering Construction Inspector
-,00 LaPorte Avenue • P.O. Box 580 • Fort Collins, CO 80522-0580 • (303) 221-6605
Devel ment Services
Engineering Department
City of Fort Collins
January 18, 1990
Progressive Living Structures
4190 N . Garfield Avenue
Loveland, Colorado 80537
RE: Chaparral P.U.D.
Dear Mr. Schuster:
This letter is to inform you that the public improvements on the City
right-of-way to include first lift paving on Laredo Lane and Sharps Court,
and the concrete drive -over curb and gutter on Sharps Court, Laredo Lane,
Santa Fe Lane and Santa Fe Court, have been inspected and initially
accepted by the City pending the normal contractor's warranty period.
Please be informed that this letter of acceptance does not relieve the
developer or the contractors, lot owners, or their contractors, of their
responsibility for the repair of any damage which may occur as a result of
the building construction.
Sincerely,
r
Lance Newlin
Engineering Construction Inspector
300 LaPorte Avenue • P.O. Box 580 • Fort Collins, CO 80522-0580 • (303) 221-6605
I)evel rent Services
Engineering Department
City of Fort Collins
August 30, 1990
Progressive Living Structures
4190 N. Garfield Avenue
Loveland, Colorado 80537
Re: Chaparral P.U.D.
Dear Mr. Schuster:
This letter is to inform you that the public improvements on the City right-of-
way to include 'the final lift of paving on Laredo Lane and Sharps Court, have
been inspected and initially accepted by the City pending the normal contractor's
warranty period.
NOTE: The warranty period started on July 5, 1990 - the day it was paved.
Please be informed that the letter of acceptance does not relieve the developer
or the contractors, lot owners, or their contractors, of their responsibility
for the repair of any damage which may occur as a result of the building
construction.
Ynce'rey,
Lance Newlin
Engineering Construction Inspector
300 LaPorte Avenue • P.O. Box 580 • Fort Collins, CO 80-322-0-580 • (303) 221-6605
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December 10, 1992
Project No: 1005-05-86
Glen Schlueter, Civil Engineer
City of Fort Collins Storm Water Utility
P.O. Box 580
Ft. Collins, Colorado 80522
RE: Chaparral F.U.D. final drainage certification; Ft. Collins, Colorado
Dear Glen,
SHEAR
ENGINEEENG
CORPMAM
This letter serves as final certification for all Chaparral P.U.D. drainage improvements, which
have been completed in substantial conformance with the approved plans for Chaparral P.U.D.
It supplements our final certification letter for Chaparral P.U.D. dated February 24, 1992.
Detention pond information was provided with our February 24, 1992 letter.
The 4' wide sidewalk culvert on the south side of Casa Grande Boulevard, just east of the
intersection of Casa. Grande Boulevard and Lymen Street, has been installed. This was the final
drainage design improvement to be completed.
All drainage facilities are functioning and meet the intent of the drainage design for Chaparral
P. U.D.
Sincerely, ���
fit\=.ee�°y�(
a
Brian W. Shear P.E. _
Shear Engineering Corporation 1�°tee �•"�.ti
BWS J jmr !oij���us�i►stst.���`�
cc: Progressive Living Structures
Frederick Land ;Surveying
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4836 S. College, Suite 12 Fort Collins, CO 80525 (303)226-5334
CHAPARRAL P.U.D. 87-08-250
SUMMARY OF PLANNING OBJECTIVES
Chaparral P.U.D. is a 55 unit residential development consisting
of 10 acres and located southwest of the intersection of South
Shields Street and Casa Grande Boulevard. The nature of the units
are single family detached. The project is currently abutted on
the west, north and east by existing residential development.
Fully developed streets and utilities also exist on all sides of
the project.
This area was approved for residential development with the
approval of the Wagon Wheel P.U.D. master plan in the early 19805.
Subsequently, in 1985, this area was included in the approved
preliminary site plan for Casa Grande P.U.D., and approved for 66
condominium units (6.6 du/ac). The current proposal requests
development for densities of 5.5 du/ac. This density will blend
densities from the +7 du/ac on the southwest, to the +4 du/ac on
the north.
A drainage detention facility intended to serve the southerly
portion of the Wagon Wheel area, including the Casa Grande and
Chaparral properties, has been master planned to be located on
this property, being the last portion of the Wagon Wheel master
plan to be developed. Our lay -out locates this detention area at
the east end of the project, adjacent to Shields, and utilizes it
as an open space buffer area between the arterial and the
development. This Open Space will be owned and maintained by the
homeowners within Chaparral P.U.D.
Along with standard front and rear setbacks, this project will
utilize a variable side setback system. This system maintains the
minimum required separation between buildings, but accomplishes
this separation based on the adjacent structure location more so
than the common property line. This allows the builder more
flexibility in -the mix of units.
A prominent natural feature located within this project is a stand
of large, established trees adjacent to Casa Grande Boulevard. It
should be noted that the layout proposed preserves most of these
trees.
PROGRESSIVE
LIVING
STRUCTURES
INC.
September 25, 1987
Development Plan
Chaparral P.U.D.
This project will consist of 55 single family homes. The anticipated
completion date will be three years after start up. We intend to start
the project the beginning of the spring construction season in 1988. The
anticipated absorption rate of the project will be 1} homes per month.
We will be building the project out in three phases. The first phase
will consist of Lots 5 thru 8, Block 3 and Lots 7 thru 20, Block 2. These
lots are on Laredo Court. In order to access these lots we anticipate
completing Laredo Lane with our initial phase of construction. The initial
spec homes and models will be on Lots 5 thru 8, Block 3 so as to gain the
maximum exposure for the subdivision from Shields Street. The initial earth
work of the subdivision will include the construction of the dentention area
on the corner of Casa Grande Blvd. and Shields Street. Also to gain the
maximum curb appeal for the subdivision this area will be landscaped when
building permits are issued on the initial lots.
The south half of the tract will be landscaped late in 1988, also
corresponding to the issuance of building permits that border the open
space. The next phase to be developed will be Lots I thru 6 Block 2;
and Lots 1 thru 4 Block 3; and Lots 16 thru 27 Block 1. These lots line
Laredo Lane. The final phase of the project will be those lots on Cactus Ct.
and Hickok Dr. These are Lots 1 thru 15, Block 1.
Sincere}l=yJ�/',�
o Carney
Secretary, PLS, Inc.
JC/st
4190 N. GARFIELD
Hwy. 287 & E. 42nd
LOVELAND, CO 80537
669.0870
Project No.: 87-08-250
LEGAL DESCRIPTION: CHAPARRAL P.U.D., City of Fort Collins, Larimer
County, Colorado
All that portion of Casa Grande P.U.D., City of Fort Collins,
Larimer County, Colorado more particularly described as follows:
Beginning at the Southeast corner of Tract 4 of said Casa Grande
P.U.D.; Thence along the South line of said Tract 4 North 890 40'
04" West 484.55 feet to the Westerly line of said Tract 4; Thence
along said Westerly line and it's Northerly prolongation North
300 22'12" West 82.53 feet to the centerline of Laredo Lane as per
the recorded plat of said Casa Grande P.U.D. and the beginning of
a curve concave to the Northwest having a central angle of 300
42' 44" and a radius of 175.00 feet; Thence along said centerline
of Laredo Lane and along the arc of said curve Southwesterly 93.81
feet to the end of said curve; Thence tangent from said curve and
continuing along said centerline of Laredo Lane North 890 39' 28"
West 132.00 feet to the Southerly prolongation of the Westerly
line of Tract 3 of said Casa Grande P.U.D.; Thence along said
prolongation and said Westerly line North 000 20' 32" East 283.49
feet; Thence continuing along said Westerly line the following two
courses and distances: (1)North 690 11' 07" West 206.21 feet;
(2)North 400 28' 35" West 63.71 feet to the Easterly Right -of -Way
line of Hickok Drive as per said recorded plat of Casa Grande
P.U.D. and the beginning of a curve concave to the Northwest
having a central angle of 120 48' 25" and a radius of 355.00 feet;
Thence along said Easterly Right -of -Way line and along the arc of
said curve Northeasterly 79.35 feet to the end of said curve;
Thence continuing along said Easterly Right -of -Way line and
tangent from said curve North 310 13' 15" East 65.59 feet to the
beginning of a tangent curve concave to the Southeast having a
central angle of 820 02' 28" and a radius of 15.00 feet; Thence
continuing along said Easterly Right -of -Way line and along the arc
of said curve Northeasterly 21.48 feet to the end of said curve,to
the Southerly Right: -of -Way line of Casa Grande Boulevard as per
said recorded plat of Casa Grande P.U.D., and to the beginning of
a curve concave to the Northeast having a central angle of 230
11' 48" and a radius of 310.00 feet; Thence along said Northerly
Right -of -Way line and along the arc of said curve Southeasterly
125.51 feet to the end of said curve; Thence continuing along said
Northerly Right -of -•Way line and tangent from said curve South 890
56' 05" East 541.60 feet; Thence continuing along said Northerly
Right -of -Way line South 820 56' 05" East 195.57 feet to the
beginning of a tangent curve concave to the Southwest having a
central angle of 830 00' 00" and a radius of 25.00 feet; Thence
continuing along said Northerly Right -of -Way line and along the
arc of said curve Southeasterly 36.22 feet to the end of said
curve and to the West Right -of -Way line of South Shields Street as
per said recorded plat of Casa Grande P.U.D.; Thence along said
West Right -of -Way line South 000 03' 55" West 506.12 feet to the
Point of Beginning.
The above described tract contains 10.04 acres, more or less, and
is subject to easements, restrictions, and reservations of record,
if any.
aQC�aO�C C�' Li UnrC
ARCHITECTS/PLANNERS, P.C. ONE
CHAPARRAL P.U.D.
Materials & Colors
The single family houses proposed for this subdivision are
primarily of painted wood siding. Special features include
octagonal roof vents, heavy trim details, painted wood
windows, specialty windows (1/2 round & trapezoids) and
ornamental wood porch railings. Brick is optional on front
elevations.
Color selections and combinations will be based on existing
colors in use within the adjacent wagon wheel single family
subdivision and the Casa Grande condominium development.
Guidelines for selection of colors are as follows:
Roofs - Class "A" fiberglass shingles in autumn brown
or rust. Each building to receive only one
color of roofing.
Painting - Siding, trim, garage doors and fascias to be
painted predominantly with earth tones such as
brown, rust, tan, beige, or gray, or other
colors as existing in the adjacent
subdivisions. Trim may be painted with
different agent colors than siding. One color
scheme per building.
Brick - To be Meadow Hills Chocolate, Mahogany,
Georgetown, Old Chicago, or Dover Gray as
manufactured by Robinson Brick Co. or similar.
One brick color per building to harmonizze with
adjacent buildings.
FN : color
107 WEST 29th STREET FIRESIDE SQUARE, SUITE 200 LOVELAND, COLORADO 80538 303/669-9060
FREDERICK LAND SURVEYING
1528 N. Lincoln
Loveland, Co. 80537
(303) 669-3652
FLS
November 18, 1987
' City of Fort Collins
»' Office of Development Services
P.O. Box 580
Fort Collins, CO, 80522
Attn: Mike Herzig, Development Coordinator
Re Chaparral P . Fa . D .
Dear Mike:
The preliminary utility lay --out for Chaparral P.U.D.. as recently
reviewed by the City of Fort Collins, includes a proposed
CUr`,ri1t_!_n =ar storm sewer located in Laredo Lane, The city h-as
indicated that such a curvilenear storms sewer is not an allowed
standard..
I would like to request a variance to the city design standards to
allow the curvilenear storm sewer in this application, for the
following reasons:
Curvilenear storm sewer was approved in this same location in 1981
with the Wag(>n Wheel Filing No. 3 plans., and again in truly of 1985
with the rep:lat, as Cara (3rande P.N.D.. It is our understanding
that the 1985 approval is still. in force, as the development is
taking place in phases as outlined, in the ''Development Phasing
Plan" by Architecture One, dated June 1985. Based on those
previous designs and approvals, utilities, including a curvilenear
sanitary sewer have been constructed in this immediate vicinity,
and -ubsequen.t store) Sewer placement will be restricted by there
existing constraints.
I have, enclos ed a print highlighting the existing utility
constraints, and a print reflecting the alignments as- apprc?ved ir-_
1985.
Thank you for your consideration of this variance request. I acrait
Your response.
Respectfully;
_t
Dan Herlihey
Frederick Land i-arve.ying
ens.
cc: Leo Schuster
NOV 9 WT
PUBLIC WORKS DEPARTMENT
April 13, 1989
Advanced Drainage Systems, Inc.
2808 S. Wheeling Way
Aurora, CO 80014
ATTENTION: Jim Heintz
SUBJECT: New Plastic Pipe Specification for the
City of Aurora
Dear Mr. Heintz:
Engineering Design Division
1470 South Havana Street
Aurora, Colorado 80012
303/695-7300
The City of Aurora has finished a draft of the new plastic pipe
specification. We are currently reviewing the specification "in-house"
and plan to adopt the specification June 1, 1989.
At this time we would like to give your company the opportunity to review
the specification and make comments. I would appreciate receiving your
review by April 28, 1989.
If you have any questions please call.
Sincerely,
Rick Hunter
Design Engineer
RH/me
Enclosure
(TO BE ADDED TO THE SPECIAL CONDITIONS)
PLASTIC GRAVITY DRAIN PIPE AND FITTINGS
I. GENERAL
This specification is intended to cover plastic gravity drain pipe
and fittings suitable for underground gravity transportation of
storm and waste water. The pipe and fittings shall meet all
specifications of the manufacturer and conform to ASTM and AASHTO
requirements regarding the specified pipe.
Plastic pipe may be smooth wail, corrugated or externally ribbed and
may be manufactured of polyethylene (PE) or poly (vinyl chloride)
(PVC). The material specifications are:
Polyethylene (PE)
Corrugated - AASHTO M294 Corrugated Polyethylene Pipe, ?2- 2"`'
A n ass ter*
Ribbed - ASTM F894 Polyethylene (PE) Large Diameter Profile
Wall Sewer and Drain Pipe
Poly (Vinyl Chloride) (PVC)
Ribbed - ASTM F794 Poly (Vinyl Chloride (PVC) Large -Diameter
Ribbed Gravity Sewer Pipe and Fittings Based on
Controlled Inside Diameter
II. PIPE DIMENSIONS
Wall thickness shall be the minimum required by the manufacturer and
meet ASTM and AASHTO requirements for the type, diameter and class
of pipe shown on the drawings. Pipe shall be measured according to
ASTM 2122. The diameter indicated on the plans shall mean the
nominal inside diameter of the pipe.
III. FITTINGS, JOINTS AND GASKETS
All fittings, joints and gaskets shall be as recommended by the
manufacturer and installed according to the recommendations of the
manufacturer. Fittings, joints and gaskets shall be of such quality
and type that they shall not reduce or impair the overall integrity
or function of the pipeline. Joints and gaskets shall show no sign
of leakage when tested according to ASTM D3212. Pipe gaskets shall
meet ASTM F477 specifications.
*Corrugated polyethylene pipe is not approved for use as wastewater
transmission piping.
EDS.8006
-1-
IV. MATERIAL STORAGE
Pipe and fittings shall be carefully stored to maintain the
condition of the pipe as manufactured. Pipe shall be stored on a
flat surface to protect the pipe from deformation due to temperature
fluctuations and stress fatigue. Pipe shall be stored to prevent
dirt or mud from entering the pipe. The inside of the pipe shall be
free of dirt and mud prior to placement. Pipe shall be protected
from exposure to ultraviolet radiation per manufacturer's
recommendations. Severe discoloration of the pipe material shall be
evidence of ultraviolet damage and the pipe shall be rejected and
removed from the project at the discretion of the Project Engineer.
V. INSTALLATION
Pipe shall be installed in full compliance with ASTM Standard D2321
unless otherwise noted in this specifications.
Pipe shall be installed using Class "B" Alternate Bedding, as
detailed in these specifications, with the granular material brought
up to a. minimum of twelve (12) inches of depth over the top of the
pipe. Bedding material shall be hand placed and compacted under
haunches of pipe to insure uniform support. Bottom of trench shall
be on undisturbed soils or fully compacted bedding material and on
grade to provide uniform support along the barrel of the pipe. Bell
holes shall be made at each joint.
Backfil.l shall be compacted as required on the plans and
specifications. Random tests for compaction may be made at all
elevations of the trench sections to insure proper compaction around
the pipe. Sufficient baekfill shall be placed on the barrel of each
pipe section to secure the pipe against flotation from water in the
trench or subsurface water.
Care shall be taken to insure a clean line. Whenever pipe laying is
not in progress pipe plugs shall be installed at each end of the
pipe.
VI. TESTING AFTER CONSTRUCTION
A. GENERAL Plastic Gravity Sewer Pipe shall be tested in
accordance with this section as well as in accordance with other
sections of these specifications after the pipe is in place and
bac:kfilled. Any testing required by the Contractor prior to
bac:k£illing, except soil testing, shall be supplied by the
Contractor at the Contractor's expense.
B. MAXIMUM DEFLECTION TEST Deflection Inspection Tests shall be
conducted immediately upon completion of the entire sewer and
prior to final acceptance. The maximum allowable initial pipe
-2-