HomeMy WebLinkAboutAPPLICATION & DOCS - 07-00292 - Founders Square - Preliminary PUD� SRC c
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AMERICAS FAIMILY COMMUNI TY
Preliminary Plat Application
Application for Approval of Preliminary Subdivision Plat
The attached Subdivision plan has been prepared in accordance with the Subdivision Regulations
of the City of Rexburg, and the following items are shown on the plan or plans, or explanations given
with respect thereto.
Requirements for Preliminary Plats
RECEIVED
All Preliminary Plats shall be 24" x 36" foldable, drawn to scale, North point, dated.
The following shall be shown on the Preliminary Plat or shall be submitted separately: CITY OF PE vl�llRG
1. The name of the proposed subdivision: Founder's Square
2. The location 2 " East and Sunrise Dr. Acreage 36.65 Number of Lots 111
ID 3. The names, addresses and telephone numbers of the subdivider or subdividers and the
engineer or surveyor who prepared the plat:
Subdivider
Name: Red Rock Development Group, LLC Address: PO Box 191101
c/o Hans Linton Boise, ID 83709
Phone Number: 208 - 440 -9212 Cell Number: 208 - 440 -9212
Engineer
Name: Dyer Group, LLC Address: 310 N 2 " East #153, Rexburg
Phone Number: 656 -8800 Cell Number: 390 -9700
Surveyor
Name: same as above
Phone Number:
Address:
Cell Number:
4. The name and address of all property owners within 300 feet of the external boundaries of the
subdivision whether or not bisected by a public right -of -way as shown on record in the County
Assessor's office. see plat
• 5. The legal description of the subdivision. see plat
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6. A statement of the intended use of the proposed subdivision such as: Residential — (single
family, two - family and multiple housing); Commercial, Industrial, Recreational or Agricultural.
Show sites proposed for parks, playgrounds, schools, churches or other public areas. single
family residential
7. A map of the entire area scheduled for development if the proposed subdivision is a portion of
a larger holding intended for subsequent development. proposed plat covers entire property
8. A vicinity map showing the relationship of the proposed plat to the surrounding area (1/2 mile
of minimum radius, scale optional). attached as last pale
9. Streets, street names, rights -of -way, and roadway widths, including adjoining streets or
roadways, curbs and sidewalks. see plat. Street R/W = 68', street = 44' wide with curb and
gutter, 7' boulevard, and 5' sidewalk
10. Lot lines and blocks showing the dimensions and numbers of each. see plat
11. Contour lines, shown at five (5) feet intervals where land slope is greater than ten percent
(10 %) and at two (2) feet intervals where land slope is ten percent (10 %) or less, referenced to an
established bench mark, including location and elevation. see preliminary plat
12. Any proposed or existing utilities including, but not limited to, storm and sanitary sewers,
irrigation laterals, ditches, drains, bridges, culverts, water mains, fire hydrants, power, gas, street
lights and their respective profiles and easements. see preliminary plat
13. A copy of any proposed restrictive covenants and/or deed restrictions. (To be attached or
submitted with final plat). See Attached
14. Any dedications to the public and/or easements, together with a statement of location,
dimensions, and purpose of such. see plat
Please complete the following: (If not applicable, please fill in with N /A)
1. What is the land use and existing zoning of the proposed subdivision and the adjacent land?
presently agricultural use, zoned LDR1
2. Does subdivision conform to present zoning? ,yes
3. Requested zoning: already LDR1
4. Variance Requested: Yes No X (If yes, attach written request)
• 5. Requesting annexation to City? In City
* ITEMS FOR CONSIDERATIOP
1. Probable impact of the proposed project on the environment effect on:
. a. Public safety and convenience streets to City standards, minimum of 2 approaches to all lots
b. Fire, police, and ambulance services as above
c. Recreation two common green areas 0.8 and 1.2 acres = 2 acres total, plus impacts fees
d. Schools 218 pupil increase in enrollment distributed among all grades
e. Displacement or relocation of people none
f. Land values improves to residential values from agricultural
g. Local and long- distance travel, i.e., highway and local road impact connects to Sunrise Drive /2 "
East, future connection to Poleline Road through property to the south
h. Behavior of wildlife species already disturbed area
i. Water quality and effect on underground water supply municipal water supply
j. Noise pollution minimal in residential area
k. Air pollution minimal in residential area
1. Method proposed to dispose of storm drainage waters catch basins collecting to storm drain
piping system and area -wide detention pond and pump station
m. Extent of increased city road maintenance, including snow removal roads in subdivision
n. Floodplain— methods proposed to alleviate effect of 100 -yr flood; effect on adjacent properties. N/A
o. provisions for housing for persons of low and moderate income some smaller lots for less
expensive dwellings
p. Harmony with the character of surrounding developments surrounded by single family
• 2. Probably adverse environmental effects which cannot be avoided
a. Traffic Use moderate (112 cars per peak hour, most accessing 2 " d East)
b. Rights -of -way required dedicated to City, including extra width of Sunrise
c. Pollution effect on existing environment none as City standards are followed
3. Relationship between local short-term uses of man's economic environment and the long -term
productivity.
a. Existing vs. proposed tax base increases tax base
b. Costs to City if proposal approved (annual) maintenance of streets
4. Measures taken to minimize harmful effects on environment
a. Effects of construction activities dust and noise during construction, minimal traffic disruption
b. Erosion control BMP's followed
c. Stream pollution prevention N/A
d. Borrow -pit rehabilitation backfill behind curbs
e. Fencing private lot fencing
f. Buffer zones consistent with adjacent uses
g. replacement of parklands or farmlands impact fees cover recreation, loss of some farmland
5. Is this plat plan harmonious with and in accordance with the general objectives or with any specific
objective of the City's Comprehensive Plan? consistent with Comprehensive Plan and established
zoning
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NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the Planning & Zoning
Commission of the City of Rexburg, Idaho, Thursday, February 07, 2008, at 7:25 p.m., inth City
Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a anned
Unit Development (PUD 08 00023) northeast of the Rexburg Water Tower on South 2 nd East and
Sunrise Drive, Rexburg, Idaho. The property is currently zoned Low Density Residential One
(LDR1).
The city code governing this request is ORDINANCE No. 926
"DEVELOPMENT CODE OF THE CITY OF REXBURG, IDAHO"
(ADOPTED FEBRUARY 16th, 2005) and Amended 7/06/2005; 5/07/2007; 7/03/2007
The said parcel is located east of 2 ❑d East and Sunrise Drive, in Rexburg, Madison County, Idaho,
and more particularly described as follows:
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO.
SECTION 32: A PORTION OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER (NW1 /4SW1/4). SECTION 31: A PORTION OF THE EAST HALF OF THE EAST
HALF (E1/2E1/2). THE WHOLE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 32, MARKED BY A 5/8" REBAR AND
ALUMINUM CAP, AND RUNNING THENCE ALONG THE NORTH LINE OF THE AFORESAID
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW1 /4SW1 /4) NORTH 89 °32'54" EAST 791.10
FEET TO A 5/8" REBAR SET THEREON;
THENCE LEAVING SAID NORTH LINE SOUTH 0 °27'06" EAST 274.14 FEET TO A 5/8" REBAR; THENCE
SOUTH 83 °14'30" EAST 87.72 FEET TO A 5/8" REBAR; THENCE SOUTH 87 °27'24" EAST 34.10 FEET TO A
5/8" REBAR; THENCE CONTINUING SOUTH 87 °27'24" EAST 34.11 FEET TO A 5/8" REBAR; THENCE
SOUTH 82 °39'02" EAST 109.42 FEET TO x15/8" REBAR; THENCE SOUTH 10 °35'38" WEST 28.26 FEET TO A
5/8" REBAR; THENCE SOUTH 65 °49'28" EAST 97.17 FEET TO A 5/8" REBAR; THENCE SOUTHWESTERLY
ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 841.00 FEET, AN ARC LENGTH OF 65.44 FEET,
A CENTRAL ANGLE OF 4 °27'31 ", A CHORD LENGTH OF 65.43 FEET AND A CHORD BEARING OF
SOUTH 26 °24'17" WEST TO A 5/8" REBAR;
THENCE SOUTH 61'59'02" EAST 34.00 FEET TO A 5/8" REBAR; THENCE SOUTH 58 °42'07" EAST 34.04
FEET TO A 5/8" REBAR; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A
RADIUS OF 909.00 FEET, AN ARC LENGTH OF 23.54 FEET, A CENTRAL ANGLE OF 1 A CHORD
LENGTH OF 23.53 FEET AND A CHORD BEARING OF SOUTH 29 °27'09" WEST TO A 5/8" REBAR;
THENCE SOUTH 59 °22'28" EAST 142.30 FEET TO A 5/8" REBAR; THENCE SOUTH 33 °31'20" WEST 172.44
FEET TO A 5/8" REBAR SET ON THE NORTH LINE OF THAT REAL PROPERTY CONVEYED FROM
STEPHEN BLAIR COOK TO LILI KIMMEL BY THE WARRANTY DEED RECORDED JANUARY 24, 2002,
AS INSTRUMENT No. 293667, MADISON COUNTY RECORDS;
THENCE ALONG LAST SAID NORTH LINE SOUTH 89 °49'24" WEST 52.72 FEET TO A 5/8" REBAR SET AT
THE NORTHWEST CORNER OF SAID LANDS OF KIMMEL; THENCE ALONG THE WEST LINE
THEREOF SOUTH 0 °14'09" EAST 78.93 FEET TO A 5/8" REBAR SET THEREON; THENCE LEAVING SAID
WEST LINE SOUTH 35 °00'39" WEST 99.08 FEET TO A 5/8" REBAR; THENCE NORTH 63 °01'34" WEST
148.59 FEET TO A 5/8" REBAR; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING
A RADIUS OF 836.00 FEET, AN ARC LENGTH OF 25.52 FEET, A CENTRAL ANGLE OF 1 A CHORD
LENGTH OF 25.52 FEET, AND A CHORD BEARING OF NORTH 27 °52'36" EAST TO A 5/8" REBAR;
THENCE NORTH 61 °00'40" WEST 34.00 FEET TO A 5/8" REBAR; THENCE NORTH 64 °18'36" WEST 34.05
FEET TO A 5/8" REBAR; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A
RADIUS OF 904.00 FEET, AN ARC LENGTH OF 88.43 FEET, A CENTRAL ANGLE OF 5 °36'17 ", A CHORD
LENGTH OF 88.39 FEET AND A CHORD BEARING OF SOUTH 25 °50'33" WEST TO A 5/8" REBAR;
THENCE NORTH 76 °34'13" WEST 72.46 FEET TO A 5/8" REBAR; THENCE NORTH 83 °02'25" WEST 66.64
FEET TO A 5/8" REBAR; THENCE NORTH 89 °35'45" WEST 74.30 FEET TO A 5/8" REBAR; THENCE
SOUTH 83 °28'30" WEST 74.66 FEET TO A 5/8" REBAR; THENCE SOUTH 76 °51'31" WEST 67.58 FEET TO A
5/8" REBAR; THENCE SOUTH 70 °16'52" WEST 73.63 FEET TO A 5/8" REBAR;
THENCE NORTH 29 °02'19" WEST 102.79 FEET TO A 5/8" REBAR; THENCE SOUTH 61 WEST 34.00
FEET TO A 5/8" REBAR; THENCE SOUTH 61 WEST 34.00 FEET TO A 5/8" REBAR; THENCE
SOUTH 60 °57'41" WEST 136.62 FEET TO A 5/8" REBAR SET ON THE WESTERN LINES OF THAT REAL
PROPERTY CONVEYED AS PARCEL B' FROM BYRON JENSEN AND BRADLEY JENSEN TO REXBURG
RIDGE, LLC BY THE WARRANTY DEED RECORDED AUGUST 4, 2005 AS INSTRUMENT No. 321613,
MADISON COUNTY RECORDS; THENCE ALONG SAID WESTERN LINES AS FOLLOWS: NORTH
33 °15'44" WEST 283.60 FEET TO A 5/8" REBAR, AND SOUTH 89 °45'28" WEST 50.00 FEET TO A 5/8" REBAR
SET ON THE WEST LINE OF SAID SECTION 32; THENCE ALONG SAID WEST SECTION LINE NORTH
0 °14'32" WEST 68.86 FEET TO A 5/8" REBAR SET THEREON;
THENCE LEAVING SAID SECTION LINE NORTH 62 °55'26" EAST 162.14 FEET TO A 5/8" REBAR;
THENCE NORTH 59 °53'45" EAST 34.00 FEET TO A 5/8" REBAR; THENCE CONTINUING NORTH
59 °53'45" EAST 34.00 FEET TO A 5/8" REBAR; THENCE NORTHWESTERLY ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 466.00 FEET, AN ARC LENGTH OF 132.17 FEET, A CENTRAL ANGLE OF
16 °15'02 ", A CHORD LENGTH OF 131.73 FEET AND A CHORD BEARING OF NORTH 21 °58'44" WEST TO
A 5/8" REBAR, THENCE NORTH 89`32'54" EAST 97.71 FEET TO A 5/8" REBAR; THENCE NORTH 0 °27'06"
WEST 8.00 FEET TO A 5/8" REBAR, THENCE NORTH 89 °32'54" EAST 90.12 FEET TO A 5/8" REBAR;
THENCE NORTH 86 °20'43" EAST 34.05 FEET TO A 5/8" REBAR; THENCE CONTINUING NORTH
86 °20'43" EAST 34.05 FEET TO A 5/8" REBAR; THENCE NORTH 89 °32'54" EAST 86.52 FEET TO A 5/8"
REBAR;
THENCE NORTH 0 °27'06" WEST 246.17 FEET TO A 5/8" REBAR; THENCE SOUTH 89 °32'54" WEST 496.28
FEET TO A 5/8" REBAR SET ON THE EAST LINE OF THE AFORESAID SECTION 31, LAST SAID REBAR
BEARING SOUTH 0 °14'32" EAST 50.00 FEET FROM THE QUARTER CORNER COMMON TO SAID
SECTIONS 31 AND 32; THENCE SOUTH 89 °28'17" WEST 197.75 FEET TO A 5/8" REBAR SET ON THE
EASTERN LINE OF THAT REAL PROPERTY CONVEYED FROM VERLA R. COOK AND SON FARM TO
THE CITY OF REXBURG BY THE WARRANTY DEED RECORDED APRIL 29, 1988 AS INSTRUMENT No.
225229, MADISON COUNTY RECORDS; THENCE ALONG SAID EASTERN LINE NORTH 18 °51'52" EAST
53.01 FEET TO A 5/8" REBAR SET THEREON;
THENCE CONTINUING ALONG SAID EASTERN LINE NORTH 18 °51'52" EAST 53.01 FEET TO A 5/8"
REBAR SET AT THE INTERSECTION THEREOF WITH THE NORTH LINE OF THAT REAL, PROPERTY
CONVEYED AS PARCEL `A' FROM BYRON JENSEN AND BRADLEY JENSEN TO REXBURG RIDGE, LLC
BY THE WARRANTY DEED RECORDED AUGUST 4, 2005 AS INSTRUMENT No. 321613, MADISON
COUNTY RECORDS; THENCE ALONG LAST SAID NORTH LINE NORTH 89 °28'17" EAST 163.04 FEET TO
A 5/8" REBAR SET AT THE INTERSECTION THEREOF WITH THE EAST LINE OF SAID SECTION 31;
THENCE ALONG SAID EAST SECTION LINE SOUTH 0 °15'27" EAST 50.00 FEET TO THE POINT OF
BEGINNING.
At such hearing the Planning & Zoning Commission will hear all persons and all objections and
recommendations relative to such proposed permit. The City Clerk will also accept written
comments at City Hall prior to 4:00 p.m. on February 06th, 2008.
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This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and all
amendments thereof.
DATED this 14t day of January, 2008.
P MML�
CITY OF REXBURG
Blair D. Kay, City Clerk
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Published: January 19 2008
February 02nd, 2008
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NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the Planning & Zoning
Commission of the City of Rexburg, Idaho, Thursday, August 02, 2007, at 7:30 p.m., in the City
Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a Planned
Unit Development (PUD 07 00292) northeast of the Rexburg Water Tower on South 2nd East,
Rexburg, Idaho. The property is currently zoned Low Density Residential One (LDR1).
The city code governing this request is ORDINANCE No. 926
"DEVELOPMENT CODE OF THE CITY OF REXBURG, IDAHO"
(ADOPTED FEBRUARY 16th, 2005) and Amended July 03, 2007.
The said parcel is located east of 2nd East and Sunrise Drive, in Rexburg, Madison County, Idaho,
and more particularly described as follows:
Township 6N, Range 40E, Boise Meridian, Madison County, Idaho. Section 31: A part of the NE
Quarter of the NE Quarter of the SE Quarter and Section 32: A part of the NW Quarter of the NW
Quarter of the SW Quarter more particularly described as follows: Commencing at the west quarter
corner of Section 32 and following the north line of the SW Quarter north 89 °32'54 "E for 1,321.66
feet to the NE corner of the NW Quarter of the NW Quarter of the SW Quarter; thence along the
east line of the NW Quarter of the NW Quarter of the SW Quarter south 0 °10'38 "E for 1,309.00
feet; thence alone the south line of the NW Quarter of the NW Quarter of the SW Quarter south
89 °41'31" west for 815.62 feet; thence north 33 °15'44 "W for 834.15 feet; thence south 89 °45'28 "W
for 50.00 feet; thence north 0 °14'32 "W for 90.00 feet; thence north 26 °15'44 "W for 499.48 feet to
the east boundary of 2nd East Street; thence along 2nd East North 1'08'57"E €or 65.78 feet to a point
on the north line of the NE Quarter of the NE Quarter of the SE Quarter of Section 31; thence
north 89 ° 28'40 "E for 217.52 feet along the north line of the NE Quarter of the NE Quarter of the
SE Quarter of Section 31 to the true point of beginning.
At such hearing the Planning & Zoning Commission will hear all persons and all objections and
recommendations relative to such proposed permit. The City Clerk will also accept written
comments at City Hall prior to 4:00 p.m. on August 01St, 2007.
This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and all
amendments thereof.
DATED this 5 day of July, 2007.
CITY OF REXBURG
By lam,
Blair D. Kay, City Clerk
17 2007
July 28th, 2007
Findings of Fact
City of Rexburg
12 North Center Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022
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Founder's Square
Planned Unit Development - Preliminary
1. On May 18, 2007, Red Rock Development, LLC presented to the Rexburg Planning &
Zoning Coordinator a Request and Application for Founder's Square, a Planned Unit
Development.
2. On July 5, 2007, the City Clerk sent the Notice of Public Hearing to be published in the local
newspaper for July 17, 2007, and July 28, 2007. A notice was posted on the property and
sent to all property owners within 300 feet of the property.
3. On August 2, 2007, Brent Coles presented to the Planning & Zoning Commission for the
City of Rexburg his Request for Founder's Square, a Planned Unit Development.
Mary Ann Mounts motioned to recommend to City Council to approve the preliminary
plat for the Founder's Square Planned Unit Development subject to the proposed conditions
in the staff report (see below). Randall Porter seconded the motion.
None opposed. Motion carried.
Proposed Conditions ofApproval.•
General
1. The final master plan shall be provided which includes all required submittal standards and all
conditions of approval.
2. All recommendations and requirements from the City Engineer shall be adhered to and
incorporated in the submittal of the final master plan and other approvals necessary.
3. Language should be clear in the CC &Rs that no approval granted by the HOA or Architectural
Committee shall violate City Code (e.g. accessory structures, building heights, fencing, location of
building on lot, etc.).
4. The final CC &Rs shall be reviewed and approved by the City Attorney prior the recordation of a
plat.
5. No variation from the LDR1 zone building height standard is granted. The language that suggests
this in the CC &Rs shall be modified and submitted with the version submitted for review with the
final master plan.
6. Requirement of the underlying zoning prevails where no specific requested variation has been
considered and granted.
7. The City's clear vision area of 30 -foot shall be observed. These areas shall be clear of all
permanent and temporary obstructions. Driveways shall not be included in the clear vision areas
as parked vehicle will constitute a temporary obstruction. Vegetation and fencing in these areas
shall follow City standards.
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Performance Standards
8. Natural Features The development intends to incorporate the hillsides as undeveloped areas.
Hillsides shall include a conservation easement that precludes any development of these areas,
other than identified park areas. This easement shall be shown on the final master plan, and
ultimately on the recorded plat.
9. Utilities All new utilities must be placed underground.
10. Water Conservation The final master plan shall show how, in sufficient detail how the proposal
will incorporate low volume irrigation systems throughout the landscaped areas of the
development.
11. Individual lot owners shall be required to incorporate low volume irrigation systems throughout
their landscaped areas; this requirement shall be stated in the CC &Rs under Section 4.13.
12. Refuse Bins Individual trash bins shall be screened form the public right -of -way on days of no
trash service in the neighborhood.
13. Future trash receptacles intended for trash service pick -up and that are placed in the common
areas such as proposed parks must be screened in a manner that is similar in material and
character of the neighborhood. This shall be incorporated in the final CC &Rs.
14. Glare Reduction The proposal must adhere to the City's lighting standards
Common Open Space
15. Required Common Open Space Each PUD must provide at least 10% of the gross area as open
space and recreational area. The applicant is proposing collectively 2- acres. As the gross area is 36-
acres, this requires the developer to incorporate 1.6 additional acres for open space /recreation
area. This shall be incorporated in the final master plan application.
16. Maintenance As the common areas are proposed to be private rather than public, the
homeowners association shall be responsible for common space maintenance. Until such time as
a homeowners association is established, the applicant or owner of record shall be responsible for
all maintenance of common areas and all unsold lots.
17. Hardscane In order to determine hardscape percentages the final landscape plan, submitted with
the final master plan, shall provide detailed information on hardscape percentages.
18. Common Activity Areas Playground equipment or pathways with benches and tables through
natural or landscaped areas shall be shown on the final landscape plan to be submitted as part of
the final master plan application.
19. Landscaping Per Unit The landscaping language found in the PUD ordinance shall be included in
the final CC &Rs.
20. Water Conservation The final landscape plan shall identify drought tolerant species being used
and where zones are located within the common space areas that can maximize water
conservation by incorporating plants that have similar water usage demands.
Master Plan Approval Time Limitations
21.The preliminary master plan shall expire within two and a half years of approval if a final master
plan has not been reviewed and approved by the City within that time.
22.A complete final master plan must be submitted within 1.5 years of approval of the preliminary
master plan or the preliminary master plan will expire.
4. On August 15, 2007 Brent Coles reviewed the preliminary plat for Planned Unit
Development Founder's Square on the overhead screen. He explained the development for
Founder's Square contains 109 lots. Jon Carlson is the construction manager; Judy Hobbs
has worked on the marketing side for salability. Other team members were present. Mr.
Coles thanked the City Council and the Planning Department working with his team
through the development of the PUD Ordinance. The vision of Founder's Square is a
0 0
community vision friendly to the neighborhood. He compared a traditional neighborhood
to the Founder's Square development. There will be a neighborhood plaza, tree lined
streets, boulevard entryways, and a neighborhood park. It will consistent of a colonial
theme. It is medium income development. There will be three trees for each home plus two
more trees in the sidewalk planter strip for each home. There will be a total of about 600
trees on 36 acres. Landscaping will be required before occupancy.
Council Member Stevens asked about plans to develop the north half of Sunrise Drive.
Public Works Director John Millar said Sunrise Drive will be an arterial road so the city will
build the south half now. It will be a 37 foot road. The developer will be responsible for 22
feet of asphalt for the road when development begins on the north side of Sunrise Drive.
Council Member Benfield asked about run -off problems on this property. Public Works
Director Millar explained the property owners have been asked to buy into a storm water
storage area paid by the property owners as the properties develop. The storm water system
will be on the north side of Sunrise and the east side of 2 East. Storm water and sewage
will come into a central pumping station for adjoining landowners.
Council Member Stevens verified the properties will have a 10 foot utility easement inside
the property line. Properties on the entryway into the subdivision will have 15 foot setbacks
and all others will have 10 foot setbacks.
Council Member Schwendiman reviewed the access into the area and the tree lined
streets.
Council Member Stevens moved to approve preliminary plat Planned Unit Development
for Founder's Square located east of Sunrise Drive on 2nd East; conditioned on the approval
of city staff and changing some street names (Franklin Drive for example); Council Member
Young seconded the motion. Discussion: Council Member Erickson reminded the City
Council of the Planning and Zoning's conditions. Council Member Stevens added
conditions of approval to his motion, Council Member Young concurred. Mayor Larsen
explained this is the first PUD proposal. Planning and Zoning Administrator Gary Leikness
was asked to explain the Planning and Zoning conditions of approval.
Brent Coles said these conditions are fine. Council Member Stevens amended the motion
to include the conditions required by Planning and Zoning. Council Member Young
concurred. The developer said the 20 foot setback for the front property should go to the
foundation. The side yard is 5 foot and the architectural features should not extend 18
inches beyond the foundation. Council Member Erickson asked the developer to amend
article 6 in the development application to include these changes. Planning and Zoning
Administrator Leikness explained this is for the approval of a preliminary master plan and
plat. All voted aye, none opposed. The motion carried.
SKY MEADOWS
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LOT ,
0.20 acres
6
LOT 7
0.19 a.
0.13 acres
0.14 acres
LOT 18
LOT 17
0.31 acres
m
LOT 101
0.22 acres
37.50'
f
LOT 100
0.19 acres
L01` 9i LOT 90
LOT 92 0.26 act , --s 0.34 arses
LOT 94 LOT 93 ', 0.20 acres
0.20 acres 0.19 acres y
LOT 95
0.28 acres
LOT .1
G24 ores
1.88 acres LOT 96
lc1T 47
LOT 3 LOT 99 0.21 acres L07 88
(.OT 48 0.19 acres
LOT 14 LOT 6 Cl.19 ccr;.. 0.19 acres 0.21 acres, � 0.13 acres
LOT 13 0.18 cares 0.14 acres l
0.20 acres
LO, zr LOT 98 LOT 97
LOT 46
0.17 acres
LOT 5 0.20 ocre`i 0.20 acres 0.17 acres LOT 49 Lr. E37
LOT 15 0.14 acres . 0.21 acres
0.18 acres 75,00' b I 0.20 acre`
Ci sa
R)
07acras - t . LOT 45
27
a a a a 4 0.14 acres On'
LOT 66 �
t;.14 acres
LOT 38
UT
0.14 acres ~
LOT 44 � LOT 85
LOT 39 0.20 acres 0 23 acres
1 0.14 acres
LOT 40 LOT 43 JJJ 2 3 a
cr
I 0 <a acres
0.12 acres 0.17 acres
LOT 83 '1"a
LOT 41 / 0.23 acres
a 4.12 acres Lt; "i 42
0.13 acres a ® U.12 acre OLOT 171
LOT 2C, -
1.1a 1.13 acres
^0.24 acres LOT acres
22 ocros e
o l0'i 81 m N a
LOT 21 a ry 0,26 acres
o
`. 0.25 acres `. LOl 53 !OT 54th LOT 55 ~° t
LOT 52 .14 acreO.15 ac. v. vU 4 OT 56
LOT 51 0.15 acres
x.12 ticreg LOT 57
'
LOT ?2 LOT 50 0.14 acres 0.14 rcre� f n 80 • 1�5 ve
t 0.16 acres �r 0.27 acr
0.22 act Is
;
_ . LOT 61 LOT 60 LOT 59 1 f {
LOT 23 0.14 core +)T 51S f r �' 7^ �,� °• '.. # )�• -*
0,23 acres T LOT 62 0.15 acres , 0.1 a err s f� t LO T a
u LOT 6 e 0.14 acres s n. 0 a. acres TM s
L 1
e
a it
s ' 7 07
0.
7
L01
0 ( acres
a
.18 aal��
LOP 78 . "e f
M
r n J
6 tSr�reB
1 0.
c 0.20 dcraA p o tip 0,22 acres
LOT 65 t LOT E6 L(YT 67
r LOT LOT 6466 0-1R acres .0.15 acres 0,14 a,-,re qt bras r ` , 7'105 /
0.20t�v , 0.15 scree -
3 �
` 0.18 acres LOT 68 T
LOT 70 LOT 69 , 0.16 acres ' 0 0.'12 Dares 'r." 0. 5' °acres
0.17 aerasQ.16 acres! Ira r ,"
_"•� 01 28 i LOT 109
0.14 acres LOT 78 aces
x '0.45 r
m ---- 1 ---- --"' ---^"' 0.28 acres' '. , w
y
LOT 103
f I r
r. r O.," acres
_- -
1.20 acres - LO7 j4:
r o. 0.28 acres LOT 108
7,� LOT 72 LOT 7?'' 1.OT 102
r 0. acres
acirs' 01'7'"acre3 J.17 acm, 0.31 acres
i
ems. ((y Y,•
t r
A , / .
LOT
LOT 30
0,26 'ages
`
0
0.13 acres
LOT 36
44.00'
0.20 acres
LOT 31
0.13 acres
LOT 18
0.31 acres
LOT 35
OT 32
L
16 acres
0,12 acres
0,2
OT 19
acres
LOT 33
LOT 34
0.13 acres
LOT 66 �
t;.14 acres
LOT 38
UT
0.14 acres ~
LOT 44 � LOT 85
LOT 39 0.20 acres 0 23 acres
1 0.14 acres
LOT 40 LOT 43 JJJ 2 3 a
cr
I 0 <a acres
0.12 acres 0.17 acres
LOT 83 '1"a
LOT 41 / 0.23 acres
a 4.12 acres Lt; "i 42
0.13 acres a ® U.12 acre OLOT 171
LOT 2C, -
1.1a 1.13 acres
^0.24 acres LOT acres
22 ocros e
o l0'i 81 m N a
LOT 21 a ry 0,26 acres
o
`. 0.25 acres `. LOl 53 !OT 54th LOT 55 ~° t
LOT 52 .14 acreO.15 ac. v. vU 4 OT 56
LOT 51 0.15 acres
x.12 ticreg LOT 57
'
LOT ?2 LOT 50 0.14 acres 0.14 rcre� f n 80 • 1�5 ve
t 0.16 acres �r 0.27 acr
0.22 act Is
;
_ . LOT 61 LOT 60 LOT 59 1 f {
LOT 23 0.14 core +)T 51S f r �' 7^ �,� °• '.. # )�• -*
0,23 acres T LOT 62 0.15 acres , 0.1 a err s f� t LO T a
u LOT 6 e 0.14 acres s n. 0 a. acres TM s
L 1
e
a it
s ' 7 07
0.
7
L01
0 ( acres
a
.18 aal��
LOP 78 . "e f
M
r n J
6 tSr�reB
1 0.
c 0.20 dcraA p o tip 0,22 acres
LOT 65 t LOT E6 L(YT 67
r LOT LOT 6466 0-1R acres .0.15 acres 0,14 a,-,re qt bras r ` , 7'105 /
0.20t�v , 0.15 scree -
3 �
` 0.18 acres LOT 68 T
LOT 70 LOT 69 , 0.16 acres ' 0 0.'12 Dares 'r." 0. 5' °acres
0.17 aerasQ.16 acres! Ira r ,"
_"•� 01 28 i LOT 109
0.14 acres LOT 78 aces
x '0.45 r
m ---- 1 ---- --"' ---^"' 0.28 acres' '. , w
y
LOT 103
f I r
r. r O.," acres
_- -
1.20 acres - LO7 j4:
r o. 0.28 acres LOT 108
7,� LOT 72 LOT 7?'' 1.OT 102
r 0. acres
acirs' 01'7'"acre3 J.17 acm, 0.31 acres
i
ems. ((y Y,•
t r
A , / .
NORTHWEST CORNER, ,3 C1 C�
SECTION 32:
FOUND 5BRASS CAP PER R -3
AND PER C.P.REC. INST. No.
264361, M.C.R. _ 3 l 11 3 2
la
Qe
l a
��c a LANDS OF I m
wy B &8FARMS
2
INST. No. 319970, M.C.R.
N 9'28'1 7"
N01'08'57 "E
38.61. L 87.14' w - 180.40' 3 -� �POW
I�N0014
9 't7 "W 50.00'
1 197.75'
FINAL PLAT
- FOUNDER'S SQUARE ---
PHASE 1
A PLANNED UNIT DEVELOPMENT
A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF CENTER 1/4 CORNER,
SECTION 32:
- SECTION 32 - FOUND 5/8" REBAR WITH BRASS
AND A PORTION OF THE EAST HALF OF THE EAST HALF OF C C,PREC. 3SEPT97, NST. No.
SECTION 31 - 257999. M.C.R., , : BELOW
WEST 1/4 CORNER, LANDS OF "�r^ SURFACE OF FIELD.
SECTION 32: TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN B & 8 FARMS
FOUND 5/8" REBAR WITH ALUM, CENT -W E$
CAP PER R -3, R -4 AND PER MADISON COUNTY, IDAHO - ------ INST. No, 306080 M.C.R. r SECTION 32:
-- C.P.REC. 3SEPT97, INST. No. ------------ ` -------- r------ - -+ - -- r„�.• - 1 FOU PER R
26799 M.C,R, I
N89'32'54' E 791.10' `- - •""' N89'32'54 "E N89
OF BEGINNING 643.60' 147.50' o . 530.56' 1
32 "W ° SLJNRISE ° 0R. I� ct 0o
589'32'54 "W 496.28' 1 - 92.00' - ° m I u - 92.00' - 1 �
m W. a m 0� o~ REMAINING LANDS OF
I
III �N18'S1'S2 "E a oB.1 LOT 1 a �I mB.3LOT1 o SUGARMAN
36.89 I 6 0.22 AC. rn
a v 0.22 AC. o �+ m
A PORTION OF
' 589'32'54 "W I ri 1 589'32'54 "W INST. No. 341122, M.C.R. 1 0
Q REMAINING LANDS OF 110.00' C) I I I o
SUGARMAN I 'I 1 I w
t Z A POR T10N OF r B 1 LOT 2 v 0 N B.3 LOT 2 w
I M y INST. No. 341722, M.C.R. LANE: 0.19 AC. 0o z ° a, 0.19 Ac. °o• ro REVERE I
a�
s .
G �
l
y
N
0 50 100 200
SCALE: 1" = 100'
THE BASIS OF BEARINGS OF THIS MAP
15 GRID NORTH ON THE IDAHO STATE
S89 32'54 "W I I I S89 32'54 "W LAN E
v t 70.00' V 37.7' 37,5' 110.00' a 8872724 "E i
Z I N8620'43 'E n $,1 IAT 3 V B.3 LOT 3 u 34.10'
iA 34.05' v o 0 0.19 AC p I p 0.19 AC. o I 5872Y24 "E
g
883'14'30 "E . 2
alu N00'27'06 "W 1 889'32'54 "W I I 1 589 170.00 32'54 "W . ,
N 89'32'54 "E .o- r z 510'35'38 "W
Nlm 8 '� N ' 4" 110.00' 0 ' 2 28.26'
7.71" i z 10.10 I o I $ 7 09. r
z 90.12' 86.52' o N 1 ro a B,3 LOT S ry I 42' /
�I R= 466.00 34' 34' 1 - o C d $ Y I w H.4
N89'32 54 E o 0 o v 0,17 AC. LOT2 R= 841.00 l
o r; B.1LOT4 d B.31AT43a' Ja "^-
L= 132.17 m Zo H.1 LOT .1o" v N 8 ' ° 0.21 A0.
0.21 AC 0.18 AC .�'' S6 L =65.44
Tan =66.53 B.2 LOT 2 !�' B.2 LOT I - o ^' 0.14 AC. d 0.20 AC. cn • 0.20 AC. '"'R .n
\ 0 37,7' 37.5' 4 92
l 6= 1615'02" ro to ° J Tan =32.74
Chord = 131 \ �,, ,) Q N C21 52.98' - 110.00' t 110.00' 48.83' -C16 1 8 E' 44'2731" l
CB=N21'S8'43 10 . £ & m u! 39.5 3s8 1 t �R O,y OT Chord =65.43
��� .JEFFERSON t�R. $ y s7� ce= sz6'2a'17 "w
�1 Ct 70.48' 130_00' _ 130_00' _ 66.33 40
_c3� p
b•.' V ..-- ,."�� " °' CZ 561'59'02 ° E
1 '� •y �' Ty
34.00' �G� 1° I S89'32'54 "W °e� / 34.00'
� °8n /' ' Ls7648' L.Iae.JS' p `" C4 dg / 558'42'07 "E
5 0.ti cti 1 6 ` 34.04' R= 909.00
C 4 to - 192.00' -
36.8' 0 1 I - - 01 L «, s4, L =23.54
B.7
0,13 AC. LOT 1 4N o o 48. c`P
15 •-• p n3 O B.6 LOT N tt 0.14 AC, ,�' I �- _ /// ran =11.77
p• ( 6 \ ba %,, a °• $89'32'54 "W n a I Z O.B1 AC. p I V 126.50 W p 3 8, ,.$ �' n Cho d 23. )
♦b 5T. �b O , V p 5.51' t 13.01 rn I I m 1 D N H.5 LOT 2 Q SLOP J II• q / CB= 529'27'09 "W
�.• a6 X67 a� ��` A e� +�E B.7LOT2 m A COMMON 0.14 AC.
m a h °' H b° 2•
'CC $ 0.1 h ssa• AC G"� ry J u ? 2
B.1 LOT 16 N \ \ \ ��(SS q6 m e 5 54 "W g I O a SPACE
' ' I N 589'32'54 °W y rp 3 >i / v � 0 G ,��L °• / Jp
0.31 AC. 5 O N ♦ ' ,a 113.01' III H 0.71 fa =° ?4 �" ,! B.3 LOT 18
S46'33'40 'w 6 �1 H.7 LOT 6 i B.7 LOT 3 u I BS LOT 3 ^� a z y oy0 ,� y � bs :23 AC. o
25.00' 459`.1,051 �� \
BLO 0.16 AO.� °P. 0.72 AC. n 3a 134 3a' 1 34' o- 0.12 AC, n / 017
a 0.5 N 4' 97.31' I I I I
0127 a
AC \ O a`ov' a� gp O� m N84'0115 EN n 11 ,J N 94.91' 5717313' ,y �.,`.I / 8.31.OT 19
g a b 1 0 .� ue B.7 LOT 4 N I w B.5 LOT 4 u �
E \ s• ,.? v G! U• ar C13 8.3 - .J M 21 " a 'Y
i
° B.5 LOT 5 �' r / 0 23
a I AC.
PLANE COORDINATE SYSTEM OF 1983, u' 0 \ J 0�A j �S\ \ uf' a , 013 AC, .{ L"192.69 u; 0.12 AC.o y b0.12 AC./ J , .l• 0�,1/ 4 b �-
EAST ZONE, AS DETERMINED BY I o� �`r• 4c�0 1 $' 3 6' '� I" u', C21. Ctt t,./ r��'
GLOBAL POSITIONING SYSTEM METHODS °i oa �B.1 LOT 18 \ • r�Q v, \ _ -�- -- r•aa "r /Ja• (� B,3 LOT 2D n m
A N y Q 6' V" >. R P' N K L / N ~ fJ r �' a •. ry / 2 0.22 AC. �! � . °<
BASED ON N.G.S. POINT AA368 97,15'
3. ALL 0.24 AC AFJ f. \ VG1 a F o 'Yy s 0 t
DISTANCES SHOWN ARE HORIZONTAL ru'a m " 3 - °u � \� 1e61� G�0 /� „69. Ldt.t O' L -06.71' L"eat ` \♦ir3.' / >. „h' /� /?
GROUND DISTANCES IN U.S. SURVEY �I� F 45g `6. - - c4D� ,� 6g �•� <
(� Ag5 J ?� 52.72' i
DECIMAL FEET, I ° o n• �' ` IA $ Al " �� u i o p y '^ 3e 3 4 •, o� 0 .�� h' 589'49'24 "W
o i B.1 LOT 19 y N oS>' a °• V o st o B.3 LOT 21 v tn
0
(o, .25 AC." 6 tg' 19 w a• v n °0 O o < �' b C43 m y SS > 0.28 AC.
a Io
t• cna u o "7 atiU
G V,; o 4 y. o N w t � j n m .- nio ov h. � , .,' u �, bq � <o M Io
17 53 6 w. o> r o.a rn h ct . u / Q u a LANDS OF o
1� u` pdw b '' iA. �•' ' w,+! Nnm rJi'A1oapto.. o,awc %• r/ I !S+! ? ? P � LILT KIMMEL
4" u
B.t LOT 20 a 2 i N. a1 %, r m In in Ajcf A A, w , > 911 F ry^ .a l a
SW CORNER, N1p f 0,21 AC, o a \..' N. N , 30,54 492' ' 3 6.02 / m '� Y/ B.3 LOT 22 ry o INST. No. Im
O 7 M R
NW45W4. FOUND
d ,
- 5/8 REBAR PER O.
EASEMENT NOTE R -4 R -5.
A TEN FOOT WIDE PUBLIC UTILITY EASEMENT LANDS OF
EXTENDS ALONG ALL OF THE STREET FRONTAGE DISC INVESTMENTS, LC
OF ALL OF THE LOTS, AND AS SHOWN, INST. No. 25677A M.C.R.
UTILITY EASEMENTS INST. No. 329733, M.C.R.
Utility companies shall have the right to install, maintain, and operate their
equipment and all other related facilities above and below ground within
the Public Utility Easements (PUE) identified on this plat map as may be
necessary or desirable in providing utility services within and without the
lots identified herein, including the right of access to such facilities, and
the right to require removal of any obstructions including structures, trees,
and vegetation that may be placed within the PUE. A utility company
may require the lot owner to remove all structures within the PUE at the
lot owner's expense, or a utility company may remove such structures at
the lot owner's expense. At no time may any permanent structures, or
any other obstruction which interferes with the use of the PUE, be placed
within the PUE without prior written approval of all utility companies with
facilities in the PUE.
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY THE IDAHO CODE TITLE 50, CHAPTER 13,
HAVE BEEN SATISFIED BASED ON THE DEO APPROVAL OF THE DESIGN PLANS AND
SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE 71ME
OF THIS APPROVAL, NO DRINKING WATER OR SEWER /SEPTIC FACILITIES WERE
CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE
BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE BEEN CONSTRUCTED
OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE
DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ,
THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE MATH SECTION
50 -1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, AND NO
CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR
SEWER /SEPTIC FACILITIES SHALL BE ALLOWED.
DATE EASTERN IDAHO PUBLIC HEALTH DISTRICT
31.04 N89'35'45 "W 6 4 0.27 AC. ni 29366 , .C. .
1 N �' �, 60 516'51 31. 583'28'30 "W 74.30' N83 b2'25 "W 7 6 3413 °K, ,V J.0
1 , 56 3 67.58 2.46 /34,W �°�' O��
$6133 34800' 810 \65� R = 9 04.00 L88 R =836
.43 'S ( o:
,00 �i of I°
561'23'45 "W REMAINING LANDS OF Ton -44.25 L =25.52 SOUTHWEST 1 /16TH CORNER, i
34.00' &= 5'36'17° Ton =12.76 SECTION 32: la DYE R
SUGARMAN Chord =88.39 &=1'44'56" FOUND 5/8" REBAR, CAP
A POR71ON OF CB =S25'50'33 "W Chord =25.52 MISSING, PER R -3, R -4.��}
WATER SYSTEM I NST. No. 341122, M.C.R. N64 N6,
N61'oo'aa "w CB= N27'52'36 "E
L
34.05' 34.00' G R O U P L.L.C.
PER IDAHO CODE 50 -1334, THIS SUBDIVSION R E F E R E N C E S ENGINEERING •PLANNING -MANAGEMENT
WILL BE SERVED BY THE CITY OF REXBURG
MUNICIPAL WATER SUPPLY DISTRIBUTION R -1; THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M- 7796(001) OF SKYLINE 343 E. 4TH NORTH. SUITE 108,
SYSTEM. DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL. REXBURG IDAHO 83340 - 6001
FLOOD PLAIN DESIGNATION R -2: THE WARRANTY DEED FROM VERLA R. COOK AND SON FARM TO THE CITY OF REXBURG
SUBJECT PROPERTY FLOOD PLAIN ZONE X RECORDED APRIL 29. 1988 AS INSTRUMENT No. 225229, M.C.R. (208) 6 56 -8800
AS DEPICTED ON FLOOD MAP NUMBER R THE UNRECORDED RECORD SURVEY FOR OARS BY THE ANDERSON SURVEY (-'�
16065CO020 -D DATED 03JUN91 FOR THE ANDER IN (DRAWING 051 5120RS1.DWG) SIGNED ON N OCT OCTOBER BER 12, 2005 BY GORDEN .
CITY OF REXBURG, MADISON COUNTY, IDAHO. ANDERSON, LS 7314,
L E G E N D
0 = 5/8" REBAR WITH L.S. CAP SET
R - 0 = FOUND 1/2" REBAR PER REFERENCE INDICATED,
OR AS NOTED.
C = FOUND BRASS STREET MONUMENT PER R -1.
Q - SET 1/2" REBAR
= SECTION CORNER FOUND AS INDICATED
M. = MADISON COUNTY RECORDS
EXTERIOR PROPERTY LINE
NE
- - - - - - STREET CENTERLINE
STREET RIGHT OF WAY LINE
LOT LINE
- - - - - - - - PUBLIC UTILITY EASEMENT LINE
SECTION OR SECTION
SUBDIVISION LINE
- - - - --
- - - - - -- PROPOSED SUNRISE DR. RIGHT OF WAY LINE
R -4: THE RECORD OF SURVEY MAP OF THE LANDS OF DICK SMITH FARMS RECORDED
NOVEMBER 1, 2006 AS INSTRUMENT No. 332347, M.C.R.
R -5: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, L.C. RECORDED
NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R.
SHEET 1 OF 2
SURVEYOR'S CERTIFICATION
I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR,
IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED
HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS A
TRUE AND CORRECT REPRESENTATION THEREOF.
T 1 /16TH CORNER, L
LINE TABLE
LNE L
LENGTH B
BEARING
LEGAL DESCRIPTION
FOUNDERS SQUARE, PHASE 1, A PLANNED UNIT DEVELOPMENT:
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO.
SECTION 32: A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
(NWT /4SW1 /4).
SECTION 31: A PORTION OF THE EAST HALF OF THE EAST HALF (Ei /2E1 /2).
THE WHOLE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 32, MARKED BY A 5/8" REBAR AND
ALUMINUM CAP, AND RUNNING THENCE ALONG THE NORTH LINE OF THE AFORESAID NORTHWEST
QUARTER OF THE SOUTHWEST QUARTER (NWT /4SW1/4) NORTH 89'32'54" EAST 791.10 FEET TO A
5/8" REBAR SET THEREON;
THENCE LEAVING SAID NORTH LINE SOUTH 0'27'06" EAST 274.14 FEET TO A 5/8" REBAR;
THENCE SOUTH 83'14'30" EAST 87.72 FEET TO A 5/8" REBAR;
THENCE SOUTH 87'27'24" EAST 34.10 FEET TO A 5/8" REBAR;
THENCE CONTINUING SOUTH 87'27'24" EAST 34.11 FEET TO A 5/8" REBAR;
THENCE SOUTH 82'39'02" EAST 109.42 FEET TO A 5/8" REBAR;
THENCE SOUTH 10'35'38" WEST 26.26 FEET TO A 5/8" REBAR;
THENCE SOUTH 65'49'28" EAST 97.17 FEET TO A 5/8" REBAR;
THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 841.00 FEET, AN
ARC LENGTH OF 65.44 FEET, A CENTRAL ANGLE OF 4'27'31 ", A CHORD LENGTH OF 65.43 FEET AND
A CHORD BEARING OF SOUTH 2624'17" WEST TO A 5/8" REBAR;
THENCE SOUTH 61'59'02" EAST 34.00 FEET TO A 5/8" REBAR;
THENCE SOUTH 58'42'07" EAST 34,04 FEET TO A 5/8" REBAR;
THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 909.00 FEET, AN
ARC LENGTH OF 23.54 FEET, A CENTRAL ANGLE OF 1'29'00 ", A CHORD LENGTH OF 23.53 FEET AND
A CHORD BEARING OF SOUTH 29'27'09" WEST TO A 5/8" REBAR;
THENCE SOUTH 5922'28" EAST 142.30 FEET TO A 5/8" REBAR;
THENCE SOUTH 33'31'20" WEST 172.44 FEET TO A 5/8" REBAR SET ON THE NORTH LINE OF THAT
REAL PROPERTY CONVEYED FROM STEPHEN BLAIR COOK TO LILI KIMMEL BY THE WARRANTY DEED
RECORDED JANUARY 24, 2002, AS INSTRUMENT No. 293667, MADISON COUNTY RECORDS;
THENCE ALONG LAST SAID NORTH LINE SOUTH 89'49'24" WEST 52.72 FEET TO A 5/8" REBAR SET
AT THE NORTHWEST CORNER OF SAID LANDS OF KIMMEL;
THENCE ALONG THE WEST LINE THEREOF SOUTH 0'14'09" EAST 78.93 FEET TO A 5/8" REBAR SET
THEREON;
THENCE LEAVING SAID WEST LINE SOUTH 35'00'39" WEST 99.08 FEET TO A 5/8" REBAR;
NORTH 63'01'34" WEST 148.59 FEET TO A 5/8" REBAR;
THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 836.00 FEET, AN
ARC LENGTH OF 25.52 FEET, A CENTRAL ANGLE OF 1'44'56 ", A CHORD LENGTH OF 25.52 FEET AND
A CHORD BEARING OF NORTH 27'52'36" EAST TO A 5/8" REBAR;
THENCE NORTH 61'00'40" WEST 34.00 FEET TO A 5/8" REBAR;
THENCE NORTH 6498'36" WEST 34.05 FEET TO A 5/8" REBAR;
THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 904.00 FEET, AN ARC
LENGTH OF 88.43 FEET, A CENTRAL ANGLE OF 5'36'17 ", A CHORD LENGTH OF 88.39 FEET AND A
CHORD BEARING OF SOUTH 25'50'33" WEST TO A 5/8" REBAR;
THENCE NORTH 7634'13" WEST 72.46 FEET TO A 5/8" REBAR;
THENCE SOUTH 61'23'45" WEST 34.00 FEET TO A 5/8" REBAR;
THENCE SOUTH 61'33'28" WEST 34.00 FEET TO A 5/8" REBAR;
THENCE SOUTH 60'57'41" WEST 135.62 FEET TO A 5/6" REBAR SET ON THE WESTERN LINES OF
THAT REAL PROPERTY CONVEYED AS PARCEL '8' FROM BYRON JENSEN AND BRADLEY JENSEN TO
REXBURG RIDGE, LLC BY THE WARRANTY DEED RECORDED AUGUST 4, 2005 AS INSTRUMENT No.
321613, MADISON COUNTY RECORDS;
THENCE ALONG SAID WESTERN UNES AS FOLLOWS:
NORTH 33'15'44" WEST 283.60 FEET TO A 5/8" REBAR, AND
SOUTH 89'45'28" WEST 50.00 FEET TO A 5/8" REBAR SET ON THE WEST LINE OF SAID SECTION 32;
THENCE ALONG SAID WEST SECTION LINE NORTH 0'14'32" WEST 68.86 FEET TO A 5/8" REBAR SET
THEREON;
THENCE LEAVING SAID SECTION LINE NORTH 62'55'26" EAST 162.14 FEET TO A 5/8" REBAR;
THENCE NORTH 59'53'45" EAST 34.00 FEET TO A 5/8" REBAR;
THENCE CONTINUING NORTH 59'53'45" EAST 34.00 FEET TO A 5/8" REBAR;
THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 466.00 FEET, AN
ARC LENGTH OF 132.17 FEET, A CENTRAL ANGLE OF 16'15'02 ", A CHORD LENGTH OF 131.73 FEET
AND A CHORD BEARING OF NORTH 21'58'44" WEST TO A 5/8" REBAR;
THENCE NORTH 89'32'54" EAST 97.71 FEET TO A 518" REBAR;
THENCE NORTH 0'27'06" WEST 800 FEET TO A 5/8" REBAR;
THENCE NORTH 89'32'54" EAST 90.12 FEET TO A 5/6" REBAR;
THENCE NORTH 86'20'43" EAST 34.05 FEET TO A 5/8" REBAR;
THENCE CONTINUING NORTH 86'20'43" EAST 34.05 FEET TO A 5/8" REBAR;
THENCE NORM 89'32'54" EAST 86.52 FEET TO A 5/8" REBAR;
THENCE NORTH 0'27'06" WEST 246.17 FEET TO A 5/8" REBAR;
THENCE SOUTH 89'32'54" WEST 496.28 FEET TO A 5/8" REBAR SET ON THE EAST LINE OF THE
AFORESAID SECTION 31, LAST SAID REBAR BEARING SOUTH 0'14'32" EAST 50.00 FEET FROM THE
QUARTER CORNER COMMON TO SAID SECTIONS 31 AND 32;
THENCE SOUTH 89'28'17" WEST 197.75 FEET TO A 5/8" REBAR SET ON THE EASTERN LINE OF
THAT REAL PROPERTY CONVEYED FROM VERLA R. COOK AND SON FARM TO THE CITY OF REXBURG
BY THE WARRANTY DEED RECORDED APRIL 29, 1988 AS INSTRUMENT No 225229, MADISON COUNTY
RECORDS;
THENCE ALONG SAID EASTERN LINE NORTH 18'51'52" EAST 53,01 FEET TO A 5/8" REBAR SET
THEREON;
THENCE CONTINUING ALONG SAID EASTERN LINE NORTH 18'51'52" EAST 53.01 FEET TO A 5/6"
REBAR SET AT THE INTERSECTION THEREOF WITH THE NORTH LINE OF THAT REAL PROPERTY
CONVEYED AS PARCEL 'A' FROM BYRON JENSEN AND BRADLEY JENSEN TO REXBURG RIDGE, LLC BY
THE WARRANTY DEED RECORDED AUGUST 4, 2005 AS INSTRUMENT No. 321613, MADISON COUNTY
RECORDS;
THENCE ALONG LAST SAID NORTH LINE NORTH 89'28'17" EAST 163.04 FEET TO A 5/8" REBAR SET
AT THE INTERSECTION THEREOF WITH THE EAST LINE OF SAID SECTION 31;
THENCE ALONG SAID EAST SECTION LINE SOUTH 0'15'27" EAST 50.00 FEET TO THE POINT OF
BEGINNING.
THE ABOVE DESCRIBED REAL PROPERTY CONTAINS 15.22 ACRES, MORE OR LESS.
THENCE NORTH 83'02'25" WEST 66.64 FEET TO A 5/8" REBAR;
THENCE NORTH 89'35'45" WEST 74.30 FEET TO A 5/8" REBAR;
THENCE SOUTH 83'28'30" WEST 74.66 FEET TO A 5/8" REBAR;
THENCE SOUTH 76'51'31" WEST 67.58 FEET TO A 5/8" REBAR;
THENCE SOUTH 7016'52" WEST 73.63 FEET TO A 5/8" REBAR;
THENCE NORTH 2"2'19" WEST 102.79 FEET TO A 5/8" REBAR;
DEDICATION
STATE OF IDAHO
COUNTY OF MADISON SS
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE OWNER OF THE
REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN THAT HE AGREES
TO THE DESIGNATION OF SAID REAL PROPERTY AS FOUNDERS SQUARE, PHASE 1, A
PLANNED UNIT DEVELOPMENT. FURTHER THAT THE OWNER GRANTS, GIVES AND
DEDICATES TO THE PUBLIC SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT, AS
SET APART FOR STREETS, EASEMENTS, AND ANY OTHER DESIGNATED PUBLIC LAND FOR
USE OF THE PUBLIC FOREVER (PER IDAHO CODE 50 -1313) IN ADDITION TO THOSE NOW
ON RECORD OR LEGALLY ESTABLISHED.
IT IS ALSO CERTIFIED THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY
THE CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS
AGREED IN WRITING TO SERVE SAID LOTS.
STUART SUGARMAN
BE IT REMEMBERED: THAT ON THIS DAY OF 2008, BEFORE ME A
NOTARY PUBLIC, IN AND FOR SAID STATE, PERSON LLY�EAREO STUART SUGARMAN,
KNOWN OR IDENTIFIED TO ME TO BE THE SAME, AND SUBSCRIBED SAID NAME TO THE
FOREGOING INSTRUMENT.
MY COMMISSION EXPIRES:
NOTARY PUBLIC RESIDING IN
SURVEYOR'S CERTIFICATION
FINAL PLAT
-�- FOUNDER'S SQUARE --
PHASE 1
A PLANNED UNIT DEVELOPMENT
PROTECTIVE COVENANTS
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No. MADISON COUNTY RECORDS.
(DATE)
IRRIGATION WATER RIGHTS
WATER RIGHTS AND ASSESSMENT OBUGATIONS ARE NOT APPURTENANT TO THE LANDS
WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT.
VERIFYING SURVEYOR
1 , , A REGISTERED PROFESSIONAL LAND SURVEYOR,
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT OF FOUNDERS SQUARE, PHASE 1, A
PLANNED UNIT DEVELOPMENT, AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS (SECTION 50- 1305).
CITY OF REXBURG APPROVAL
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2008,
BY THE CITY COUNCIL OF REXBURG, MADISON COUNTY, IDAHO.
MAYOR
CITY CLERK
PLANNING AND ZONING
CITY ENGINEER
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2008 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50- 1308.1 DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
COUNTY TREASURER
RECORDER'S CERTIFICATE
1, HEREBY CERTIFY THAT THE FOREGOING PLAT OF FOUNDERS SQUARE, PHASE 1,
A PLANNED UNIT DEVELOPMENT, WAS FILED IN THE OFFICE OF THE RECORDER OF
MADISON COUNTY, IDAHO, ON THIS DAY OF , 2008 AT _
AND RECORDED AS INSTRUMENT N0,
COUNTY RECORDER
L D Y E R
G R O U P LLC.
ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
REXBURG, IDAHO 83340 -6001
(208) 656 -8800
SHEET 2 OF 2
1, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR,
IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED
HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS A
TRUE AND CORRECT REPRESENTATION THEREOF,
0
�-
3 2
`'R- POINT OF BEGINNING
1-- -�N 00°14' 32 "W
L 50.00'
S89'32'54 "W
I
I
REMAINING LANDS OF
SUGARMAN
A PORTION OF
ST. No. 341122, M.C.R.
CD I
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°32'54 "E � 1.' .' f/
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R= 466.00 N89'32'54 "E °o J z NB.1 LOT 4 (� B.3 LOT 4 o N 34' 34' S
a o N o 0.17 AC. �, � T.2 R= 841.00 (
B. LOT 5 0 ° I, rn 0.2i � 6
L= 132.17 a� J J cn cn AC, S° L =65.44
Tan =66.53 B.2 LOT 2 J B.2 LOT 1 o S N 0.14 AC. u rn 0.20 AC. v 37.7' 37.5' 0.20 AC.' U N 9
X9 2 8 ., Tan =32.74
0 0.18 AC. vI 1
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I A=16 °15'02„ .0.21 AC. ao � ., v C21 52.98' *' /--N Z � cc qi
Chord = 131.73 ��P' : , �..� o N 33.98 Cig �^ 0,7 Or Chord =65.43
CB =N21 °58'44 "W \� Q�iG22 01 cr 33.57 JEEEER SON R • L=88• & 4 qC 1 / CB =S26 °24'17 "W
� ' C1 7. 1 30.00' 66.33'
- �- - a' 08 L C2 561'59'02 "E
N59'53'45 "E �� 4 -w 0 48' 1 3000 C3
---- - -- - - - �8� 34.00'
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34.00' -� � 2 � -- " C4 558'42'07 "E
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B.1 LOT 16 O cPd� gG o�ro (0 S89 °32'54 "W 0
0.31 AC. �Fj \ \a5 �0� P 113.01'
546 °33'40 "W 9 �j� �� \� B.7 LOT 6 i B.7 LOT 3 iv 34' 1 34'
91 00 25.00' �5 12 5 d'�. 6 , 0.16 AC �. 0.12 AC. �?
_ 97.31 / n�
0 1 B.1 LOT 17 � ��� ��N69$��1 Q N84 °01'15 "EU I 0
0.27 AC.
\ °�� 'u�, \ p � �. �, B.7 LOT
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5 34.04
_ R= 909.00
a 1 D 0 32.33 B S LOT ' 1 '� ��13.1 L =23.54
o 0.14 AC. I ��C2g Tan =11.77
.48. �' �/
N I 0 S89 °32'54 "W "� ��i\ " A= 1'29'00"
126.50' V, �',� BS S Chord =23.53 0
D N B.5 LOT 2 �^� 0,2p O?'2 0 3�, ST��' a t 5 92 CB =S29 °27'09 "W
0.14 AC, 5 6 1 . 40 v ^� ti i 3 v v a A 22
589'32'54 "W N Mp 3 �'rp•. ���' G\ Q 3 0' $ F
I 110.71 �4' E B.3 LOT 18 I J
N B.5 LOT 3 ^� I / °' tiS 0.23 AC.
34' 1 34 0 0.12 AC. v `° B.5 LOT 6 cam' �� Q ��� S� I °
«' / 0.17 AC.� h• v� t� A • j 00
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a� �/ ti B.3 LOT 19
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B.5 AC.
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° I ° o +� B.1 LOT 18 t� n �` 9 as `� L ! N �' a2 C3 w�'. �' y TQ' � B.3 LOT 20 �,� �\ °"� a
0 2 F S Q � 6 �- n N K C� < 4 2 0.22 AC. , cn a-
? I N ® 0.24 AC., -(� VC �� f �. C � O �S)° �1 Off'
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::E 0 Q., �. 1 O. \ L L 7' , o o j ,� s c s C42 �`� ` 3
° / B.1 LOT 19 \ C3 cn �7 o5z j F. cv ci= 2 .0 . /� B.3 LOT 21 J S89 °49'24 "W
0 I$ 3 i o g rn o0 0 < N �i Q ^ � C4 0 h ^ c� I o
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< \ a . w v� N - � N� p Aa o j ai Qo., o o N / SQ 4 '' LILI KIMMEL QA
B.1 LOT 20 2� '� C N ct r, N �" s - 30.62 ^ W o d " °° r' � F o INST. No. ( m
J SW CORNER, ` 0.21 AC. i9• O� �; �� 3 0 . 54 50.13' 54.92' 36.02' �' O' / B.3 LOT 22 �
\C NW4SW4. FOUND 0 6 66 2 OH \ 9 � cn ` 37. 58 0.27 AC. J_ 71 293667, M.C.R.
�,0 - 5/8" REBAR PER O . �S w 74.66' N89 °35'45 "W 66 6 W 44 / ^ z \
R -4, R - 5. `'�,' `� �' �1 9'�: 6 066 S76' ^3 S83 °28 '30 "W 74.30' NB3 °02'25 „W 6°34 i3 °,W N63o)j1 0
LANDS OF ` �60� 13 63 61 5 8 S 2 46 r �� "w o
S61 *33 � + D R= 904.00 O
QSC I
C.RC 34.00' 576 °16 D Ton =88.25 R= 836.00 c-) c5 Io
L =25.52 SOUTHWEST 1/16TH CORNER,
INST. No. 329733, M.C.R. 3400 561'23'45 "W REMAINING LANDS OF A =5 °36'17" Tan =12.76 SECTION 32: Ia
SUGARMAN Chord =88.39 A =1 ° 44'56"
FOUND 5/8" REBAR, CAP
aintain, and operate their A PORTION OF CB= S25'50'33"W Chord MISSING, PER R -3, R -4.�
INST. No. 341122, M.C.R. N64 °18'36 "W N61 00 40 W CB =N27
d below ground within °'"27°52'36 "E
5.52
P Y
is lot map as may be WATER SYSTEM 34.05' 34.00'
within and withnut the n r- r- r n r- e i r+ r e-
NOTES:
0 312 STREET TREES WILL BE INSTALLED IN THE PLANTING STRIP AT THE RATE OF 2
PER RESIDENTIAL LOT BY THE DEVELOPER. STREET TREES WILL BE TWO SPECIES,
MAPLES AND GREEN ASH AND WILL BE ARRANGED IN AN ALTERNATING PATTERN.
0 EACH LOT WITHIN THE PROJECT WILL BE MINIMALLY REQUIRED TO INSTALL 3 SHADE
TREES, 4 SHRUBS.
®
LOTS A SHALL O E R AT COMPLETION OF EACH R
HOME. AN ESCROW FUND OR
SIMILAR FINANCIAL SURETY WILL BE ESTABLISHED AT THE TIME OF SALE FOR EACH _ _ __ I_ _ ____ _._________.,_ Gur•1RISe calve _ _.. _ ____._._ _____ .____.- . _ _ -:_ _ _.___.._ _._ _ v _
LOT AND SHALL BE IN AN AMOUNT SUFFICIENT TO PURCHASE, INSTALL AND IRRIGATE
ALL REQUIRED PLANT MATERIAL. 1 r te_
o IRRIGATION FOR THE TREE PLANTING STRIP AREA AND FOR INDIVIDUAL LOTS WILL BE _ _ � 11 11 � I LOT iot "? '- �' 3 _<' a e'e 1) W ); u I
THE RESPONSIBILITY OF SAID LOT AND WILL BE MANDATED BY PROJECT CCRs. w UT 9L
U.b i ae� i
e MAINTENANCE OF THE PLANTING STRIP AS WELL AS INDIVIDUAL LOS WILL BE THE '
RESPONSIBILITY OF THE ADJACENT LOT AND WILL BE REQUIRED BY THE CCRs. L 12 oT t1 OT LO 8
to -''9 , .r ras o L oc 0 22 acres o acres o 19 acres
a J_t <xrcr. +) ?8 acres 0.17 a - ..
o CCRs SHALL DESCRIBE AND REQUIRE MINIMUM STANDARDS FOR ALL LOTS. BRIEFLY o o7 ,z u 9s
11 _ res LOl
THEY SHALL MANDATE THAT THE FRONT YARDS AND PLANTING STRIPS BE SODDED w
aarnrc - __ ��» I, r�sutxErr €ry e C) as
AND /OR HAVE SHRUBiPERENNIAL BEDS. THIS WILL ASSUME A UNIFORM — ��
STREETSCAPE APPEARANCE. BACKYARDS WILL HAVE FEWER RESTRICTIONS AND 6N uNE �1 OT 2 0 oT too
rk
o VEGEAT ONGSUNRREDRIVEIMLL ONSISTOF TWO PARALLEL _ �� r � e � a `rte u1y
l , LOT 76 ;1( 1
ROWS OF TALL SHRUBS (LILAC, COTONEASTER, MAHONIA, ETC.) AND /OR SHORT ) I I 0 21 e ,. LOT 5
TREES. (AMUR MAPLE, HAWTHORN, ETC.). PLANT SELECTION WILL BE DETERMINED LOT °' ��' 1
�i� L T 48 ;1s1 a,�: as
Ili ..r)7 6 U.19 <,cr es Qi9 acres + r1. <t o.rev i Ili.. •�u+=5
AFTER THIS SECTION OF SUNRISE DRIVE HAS BEEN CONSTRUCTED AND WILL BE aT 13 018 r, Tres I
BASED ON PROVIDING MAXIMUM SCREENING BETWEEN ADJACENT LOTS AND THE u . o acres j 1 acres I III I' I
ROADWAY AS WELL AS MINIMIZING VIEW OBSTRUCTION BETWEEN PROJECT LOTS 1 { I I L0T ac
WILL 017
AND DISTANT VIEWS TO THE NORTH. THE FIRST ROW OF VEGETATION L BE 01 4 LOT M L oT s: acres
x c nacre
J. 0 awes 0 2'3 arse LOT 49 +
PLACED COINCIDENT WITH THE NEAR LOT LINES OF ABUTTING LOTS. THE NEXT ROW 1 LO 1 14 acres t 1 0 i oc"s
OF VEGETATION WILL BE PLACED PARALLEL TO THE FIRST ROW AND SEPARATED BY ( s8� 1 U DRIVE III _ y, / J•
8' TO 9', THEREBY PRESERVING SPACE FOR FUTURE SIDEWALK AND PLANTING STRIP 02OTocres �j ' � OER ° T �� ' LOT 4
BEHIND THE CURB IF INSTALLED BY THE CITY OF REXBURG.
J 0.14 acretY f '
2 r
�rSS�I I � t � �II�� LUT _'B "'� �`'° � /�✓!
LOT 110 .yam t ��-" 1 1 s0
0 2 .� 6 acresi 0_l re,. 85
i
\ u T [_ � LOT 44
i
..UT 3i I* ( LOT 19 0 20 acres
0 14
0 13 's O LOT 37
0 81 acres
FOU f�c a ''.L..`� M �.
LO T LOT LUt r I �I LOT art LOT 43
\�
_. LOT 9.1°
wi re �
F i 1 0.12 ones 0.1P acrao i- i ''
i ` Uc.feY Isi4 /
nBrn 016
USE 0uANTTTV ;OKAAON NAME i SCIEN r1PiC NAME SIZE 7 p PMM
j - ,
U2 +.gyres L-1 acres 41 .%- "%• br
1
STREET I C
� � .._� yy,� :1\ LOT 33 - -� � /` 0.�: acres
total Green Ash - Fraxinus pennsylaanica 2" CALIPER �: 5{F` '' 4 O.L acref; UN DRIVE - °- -_ �J t 12 LUT 12 L 111
FREES 1 � \i LOT q . L . � . � �i�
-- - -�- — - - - 1 \011 acres •''^ U L�c 1.1�
.r „ acres
I per lot
I_ 1 - i LOT 82
ns
a:e �r+flt` .- ---..- •�, 0..< acres
_. total P p p _ _ 2 CNLIEER ° t`
r ,,, i Maple species Accrs species
1 ;.
p
t �,r lo` L" CALIPER
p i r i
I_ LOT 21 or at
LOT 54
7 ` r
25 acres - �- LGT 53 LOT 55 �� Q'l9 acres
}
pp' p "CALIPCFi
L. OT 52
FROM `(ARU- -_ 'l'12 ..-- - iotal -- Variable frorna approved specie lrvrt 2
-- -- - --' c Of 0. I5 c, acres0la ocre3T.i5 ocras acfe l07 4ncr
T
a 5 L T
LOT 22 �� _L SU 0 t4 oc r
D.
? per lot Variable C`/ I_IPCR t L 0.18 aes
0.22 acres \ �. \� - / 1/ LOT 80
� U 30 acres
I_ SHRUBS 1 424 total Variable front approv species list GAL G_ t.OT tit i OT 60 LOT 59 Jr
0 ��', LOT - 0-15 acres acres O.i acres i
LOT , 14 OT 8 /
L rz. r es s\ fit
(/'L 1 e 1 r t
\ U
t per lot- LOT usresU_i4 cores Lull 79 -`� / a �.
LOT 107
l'( 0.2., acres 0,06 acre
BAC,AYARD 106 total Vanshle from approved species list 1.6 CALIPER 'V i.01
\'
1
per lot �'1 5" CALIPER' A
t
- I - T Lis 0 ..
.9 acres LOT 106
BOULEVARD
LOT 78
1 t3 total Black Law[holn Cretae u douglWSSU .� I. caliper - � �� •�� ul.« acres
r
SCREEN i
j re 3U b &b! 5 1 \ r OT L , r� L )7 t,6 LUi 67 t
xA
226 total ore gon G _ Nrahoala aquilobum 0 1 re �. 0 t b acres ! J
1 GAL. Lli 6 �` } LO( 64 acs 0.14 acret 1U� 77 LOT 105
_ _ _ ,
r �.. i) acres l (.1S acres
1 8 1 ' 0.27 acres
L
ENTRY
Y ` �\ 0 <t acre, --;-�
- - Little LeafLinden T711s cerdaYl . 3" CALI PER / �� to � ,
L BOULEVARD � 1 I -• `" i
r� i
LOT 76 LOT 104
' LIT 65 UT 6B / / p yti' / r j
- --
.16 acres D 16 Ores 0
❑t re., �5 cares �f 1
YARD TREE ! I ti .. A L a� /
Honey Locust �Gledetsia tnacenthos merrnis 1 wT t8 �T LUT 109
SPECIES 0 14 ar rep
-� f 0 45 acres !
- �•
Bur 6luercus macrucarpa 7S, i �
IV� T .re O I OT 103 �� I
B J
i 7
{ a p K le Acer sp ecies
Others by approval _ `. LOT F9
_�. '0 `tU acres I
LOT CT -4 ......
c ,ac - 00 108 l
.._SHRUB j i IUP �1 -.. LOT 75 0.� LOT 102 0.37 acres
t 1 Creeping mahonia k1ahonia repens .A- LOT 71 s 17.
0.17 acre 17 acreb. r Toes
SPECIES j I I j
_. .__. __ i.. - -._._. -_ __ _. __ -- --- --- - -- ---
- ..omrion nn 1 lilac _. S a vulgads ? - I t
ns�
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1
Pea Shrub Cara ana arboiensis
I Cotoneastei I Cotoneasterspecies - - & / 0.29 acres - 0.31 acres
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1 ; 0.34 cares g f
-!. Others by approval 11 .55 acres 0,57 acres 1
0
_ 1 i
I
! Blur. -grass I Poo speces
N �
- SCALE 1:20 @24)'C 30' ..
W .
s
NOTES:
LOCATED IN THE NORTHWEST CORNER OF THE PROJECT, THE ACTIVITY
PARK PROVIDES OPPORTUNITIES FOR PASSIVE AND ACTIVE ACTIVITIES, AS
WELL AS PROVIDING A MULTI MODAL PATHWAY CONNECTION TOWARDS THE
CENTER OF TOWN. ESSENTIAL COMPONENTS ARE:
• PATHWAY - AN ASPHALT PATHWAY CONNECTS STONE AVENUE TO 2ND
STREET EAST. PERIMETER PLANTINGS RING THE PERIMETER OF THIS
PARK PROVIDING VISUAL SCREENING BETWEEN ADJOINING PUBLIC
STREETS, PRIVATE LOTS AND THE ACTIVITY AREAS WITHIN THE PARK.
• ACCESSIBLE COVERED PICNIC TABLES WITH BARBEQUES WILL BE
LOCATED CENTRALLY WITHIN THE PARK. THEY WILL BE SURROUNDED
BY A LIMITED TURF AREA AND HAVE NEARBY PLANTINGS TO PROVIDE
ADDITIONAL SCREENING.
• INTEGRAL TO THIS PICNIC AREA WILL BE A DEVELOPED PLAYGROUND.
• THE REMAINDER OF THE AREA WILL BE PLANTED IN NATIVE GRASSES.
THESE GRASSES WILL NOT REQUIRE LARGE AMOUNTS OF IRRIGATION
AND BE MOWED LATER IN THE SUMMER. THESE AREAS PROVIDE
OPPORTUNITIES FOR BIKING IN THE SUMMER AND SLEDDING IN THE
WINTER.
NOTES:
FOUNDER'S SQUARE IS THE CENTRALLY LOCATED PARK WITHIN THE
PROJECT. IT PROVIDES A STRONG SENSE OF ENTRY AS ATERMINUS TO THE
ENTRY BOULEVARD AND IS EASILY ACCESSIBLE TO ALL LOTS. AS A CENTRAL
COMMONS IT IS DESIGNED AS A SIMPLE OPEN GRASSED AREA RINGED BY
SHADE TREES AND PARK BENCHES. INTENDED TO PROVIDE FOR PASSIVE
ACTIVITY OR SPONTANEOUS ACTIVE PLAY IN THE CENTRAL AREA.
ESSENTIAL COMPONENTS ARE:
e THE PARK, AS AN AXIAL ENTRY FOCUS, STRONGLY ESTABLISHES THE
PROJECT AS A DISTINCT RESIDENTIAL NEIGHBORHOOD. THIS AXIAL
FOCUS IS REINFORCED WITH A FLAGPOLE MONUMENT LOCATED AT THE
SOUTH END OF THE PARK.
® THE PARK PERIMETER IS RINGED BY STREET TREES, BENCHES AND A
CONTINUOUS SIDEWALK. THIS PROVIDES AN AREA FOR PEOPLE TO
WALK OR SIT IN THE SHADE AND OBSERVE THE GRASSED COMMON.
® THE OPEN AREA PROVIDES FOR A PICK -UP FOOTBALL GAME, A GAME OF
CATCH OR JUST A NAP IN THE SUN. IT IS THE SIMPLE UNSTRUCTURED
DESIGN OF THE PARK THAT WILL BE ITS ATTRACTION
r 1 ` )
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SCALE 120 @24X36"
NOTES:
THE VIEW PARK OCCUPIES THE HIGHER GROUND IN THE SOUTHEAST
CORNER OF THE PROJECT. THE PARK SHARES THE AREA WITH TWO
COMMUNICATION TOWERS AND AS SUCH IS CHARACTERIZED BY SMALL
POCKETS OF OPEN SPACE CONNECTED BY CORRIDORS. THIS
CONFIGURATION LENDS ITSELF TO PROVIDING OPPORTUNITIES FOR A
SERIES OF CONTEMPLATIVE SPACES INTERCONNECTED BY PATHWAYS.
ESSENTIAL COMPONENTS ARE:
s INTRACONNECTIVITY WITH THE PROJECT STREETS AND SIDEWALKS IS
ASSURED BY PROVIDING TWO ACCESS POINTS TO THE PARK. THE
FIRST ACCESS POOINT BEGINS ON JOHN HANCOCK AVENUE AND
GOES UP THE HILL BETWEEN LOTS 78 AND 79. THE ASPHALT PATH
ASCENDS THE HILL WITH AN EIGHT (8) PERCENT GRADE AND WILL
REQUIRE APPROXIMATELY FOUR SETS OF FOUR STEPS. THE UPPER
ACCESS POINT IS ON RIDGEVIEW DRIVE AND HAS FOUR PARKING
SPACES FOR NEIGHBORS WHO MAY BE UNABLE TO ACCESS THE
STEEPER PATHWAY.
THREE VIEW POINTS ARE PLANNED AT THE TERMINUS OF THE
ASPHALT PATHWAYS. THEY WILL EACH HAVE A PARK BENCH AND ARE
LOCATED APART FROM ONE ANOTHER TO REINFORCE THE
CONTEMPLATIVE NATURE OF THE SPACES.
THE PARK WILL BE REVEGETATED WITH NATIVE GRASSES TO REDUCE
WATER USAGE. ONLY THE AREAS AROUND THE BENCHES AND ALONG
THE PATHWAYS WILL BE MOWED SEASONALLY.
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NOTES:
FOUNDER'S SQUARE IS THE CENTRALLY LOCATED PARK WITHIN THE
PROJECT. IT PROVIDES A STRONG SENSE OF ENTRY AS ATERMINUS TO THE
ENTRY BOULEVARD AND IS EASILY ACCESSIBLE TO ALL LOTS. AS A CENTRAL
COMMONS IT IS DESIGNED AS A SIMPLE OPEN GRASSED AREA RINGED BY
SHADE TREES AND PARK BENCHES. INTENDED TO PROVIDE FOR PASSIVE
ACTIVITY OR SPONTANEOUS ACTIVE PLAY IN THE CENTRAL AREA.
ESSENTIAL COMPONENTS ARE:
e THE PARK, AS AN AXIAL ENTRY FOCUS, STRONGLY ESTABLISHES THE
PROJECT AS A DISTINCT RESIDENTIAL NEIGHBORHOOD. THIS AXIAL
FOCUS IS REINFORCED WITH A FLAGPOLE MONUMENT LOCATED AT THE
SOUTH END OF THE PARK.
® THE PARK PERIMETER IS RINGED BY STREET TREES, BENCHES AND A
CONTINUOUS SIDEWALK. THIS PROVIDES AN AREA FOR PEOPLE TO
WALK OR SIT IN THE SHADE AND OBSERVE THE GRASSED COMMON.
® THE OPEN AREA PROVIDES FOR A PICK -UP FOOTBALL GAME, A GAME OF
CATCH OR JUST A NAP IN THE SUN. IT IS THE SIMPLE UNSTRUCTURED
DESIGN OF THE PARK THAT WILL BE ITS ATTRACTION
r 1 ` )
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SCALE 120 @24X36"
NOTES:
THE VIEW PARK OCCUPIES THE HIGHER GROUND IN THE SOUTHEAST
CORNER OF THE PROJECT. THE PARK SHARES THE AREA WITH TWO
COMMUNICATION TOWERS AND AS SUCH IS CHARACTERIZED BY SMALL
POCKETS OF OPEN SPACE CONNECTED BY CORRIDORS. THIS
CONFIGURATION LENDS ITSELF TO PROVIDING OPPORTUNITIES FOR A
SERIES OF CONTEMPLATIVE SPACES INTERCONNECTED BY PATHWAYS.
ESSENTIAL COMPONENTS ARE:
s INTRACONNECTIVITY WITH THE PROJECT STREETS AND SIDEWALKS IS
ASSURED BY PROVIDING TWO ACCESS POINTS TO THE PARK. THE
FIRST ACCESS POOINT BEGINS ON JOHN HANCOCK AVENUE AND
GOES UP THE HILL BETWEEN LOTS 78 AND 79. THE ASPHALT PATH
ASCENDS THE HILL WITH AN EIGHT (8) PERCENT GRADE AND WILL
REQUIRE APPROXIMATELY FOUR SETS OF FOUR STEPS. THE UPPER
ACCESS POINT IS ON RIDGEVIEW DRIVE AND HAS FOUR PARKING
SPACES FOR NEIGHBORS WHO MAY BE UNABLE TO ACCESS THE
STEEPER PATHWAY.
THREE VIEW POINTS ARE PLANNED AT THE TERMINUS OF THE
ASPHALT PATHWAYS. THEY WILL EACH HAVE A PARK BENCH AND ARE
LOCATED APART FROM ONE ANOTHER TO REINFORCE THE
CONTEMPLATIVE NATURE OF THE SPACES.
THE PARK WILL BE REVEGETATED WITH NATIVE GRASSES TO REDUCE
WATER USAGE. ONLY THE AREAS AROUND THE BENCHES AND ALONG
THE PATHWAYS WILL BE MOWED SEASONALLY.
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