1a-1. Stone Creek 4th Addition Final Plat ApprovalI MEMORANDUM
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la'-1
CITY OF
CHANHASSEN
690 COULTER DRIVE * P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
(612) 937 -1900 • FAX (612) 937 -5739
TO: Don Ashworth, City Manager
FROM: Kate Aanenson, Planning Director
Dave Hempel, Assistant City Engineer `,✓ Y ,�
DATE: April 20, 1994
SUBJ: Final Plat for Stone Creek Fourth Addition
Project No. 93 -30
On April 29, 1992, the City Council approved rezoning of the subject property from RSF and RR
to RSF with the following conditions:
1. The applicant shall enter into a development contract containing all of the conditions of
approval for this project and shall submit all required financial guarantees. The contract
shall be recorded against the property.
2. Compliance with setback standards established in the Compliance Table.
3. The applicant shall meet all conditions of the Subdivision #92 -1 and Wetland Alteration
Permit #92 -3.
The Council also approved Wetland Alteration Permit #92 -3 with the following conditions:
1. All wetland areas will be protected during construction by Type III erosion
control. The erosion control shall be maintained in good condition until the
disturbed areas are stabilized.
2. The proposed wetland setbacks and buffer strip shown in the compliance table for
each lot will be recorded as part of the development contract. The buffer strip
may not be less than 10 feet wide. The buffer strip will be preserved by an
easement.
3. Alteration to the wetlands must occur when it results in the least impact to the
wetland and not during the migratory waterfowl breeding season.
Stone Creek 4th Addition
April 20, 1994
Page 2
' 4. The applicant shall receive permits from the DNR and Corps of Engineers.
5. The applicant shall meet all conditions of the Subdivision #92 -1 and Rezoning
#92 -2."
' The City Council also approved Subdivision #92 -1 as shown on the plans dated April 29, 1992,
and subject to the condition that staff work with the developer to attempt to obtain a second curb
cut onto the county road. Failing that, this layout as proposed without the Timberwood
' connection will be acceptable, and subject to the following conditions:
1. A tree conservation and wetland buffer easement shall be placed on the plat. All building
sites in the tree conservation or wetland buffer shall be shown on the building permit.
2. The development shall follow the standard in Subdivision Regulations, Section 18 -16,
' regarding landscaping and tree preservation.
3. Park land shall be dedicated, 8 acres of property, as recommended by the Park
Commission, including a 20 foot easement south of the Timberwood subdivision between
Timberwood Drive and the park.
' 4. A front yard variance shall be granted to all homes that fall into the tree conservation
area, but in no case shall the setback be less than 20 feet.
' 5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac
at the end of Boulder Road. In addition, a sign shall be installed on the barricades stating
' that the street (Boulder Road) will be extended in the future.
6. The appropriate drainage and utility easements should be conveyed with the final plat
over all utilities located outside of the public rights -of -way, along with standard easements
over each lot. Timberwood Drive shall be constructed 35 feet wide gutter to gutter.
7. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed
Districts, Health Department, MWCC, etc.
[j
8. Storm sewer calculation for a 10 year storm event, along with pond storage calculations
for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City
Engineer for review and approval.
9. A deceleration and acceleration lane on northbound County Road 19 shall be provided
along with a bypass turn lane on southbound County Road 19 to improve turning
movements into the development.
r
Stone Creek 4th Addition
April 20, 1994
Page 3
'
10.
i P e sizing shall be increased to 8 inches in diameter on Forest Road and that
Watermain P g
part of Stone Creek Drive lying north of Forest Trail.
'
11.
All storm retention P onds shall be constructed to NURP standards as well as provide
storage for a 100 year storm event.
'
12.
Ape ( ty ) q any or g
permit from the railroad Twin City Western will be required for an
construction activity within the railroad right -of -way.
'
13.
Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in
accordance with the Fire Marshal's recommendations.
'
14.
The proposed earth berm along County Road 19 shall be reduced or relocated easterly to
provide adequate room for future trail considerations.
,
15.
All areas disturbed during site grading shall be immediately restored with seed and disc -
mulched or wood -fiber blanket within two weeks of site grading on or before November
'
15, 1992, except in areas where utilities and streets will be constructed yet that year. All
areas disturbed with a slope of 3:1 or greater must be restored with sod or seed.
,
16.
The developer shall provide adequate access easements for maintenance purposes to the
proposed retention ponds.
17.
The developer shall construct the utility and street improvements in accordance with the
1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final
plans and specifications and submit for city approval.
'
18.
The developer shall acquire the required utility construction permits from the PCA and
Minnesota Department of Health and street access permits from Carver County Public
Works.
19.
The final plat shall be contingent upon the city authorizing a public improvement project
for extension of trunk sanitary sewer and water facilities to the site.
20. As a condition of final plat approval, the applicant shall enter into a development contract '
and provide the financial security to guarantee construction of the improvements and
payment of any pending assessment.
21. The applicant shall be given credit for any trunk utility improvements they may install as
a part of their overall site improvements. The credit will be applied towards the Upper '
Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will
Stone Creek 4th Addition
April 20, 1994
Page 4
be determined as the difference between a standard lateral pipe size (8 inch diameter) and
the proposed trunk improvements which are 12 inches in diameter.
' 22. The applicantibuilder shall provide, at the time of building permit application, a tree
removal plan and grading permit for 11 wooded lots, specifically, Lots 1 through 7, Block
1; Lots 1 through 24, Block 4; Lots 1 through 21, Block 5; and Lots 1 through 12 and
15 through 24, Block 4.
23. The applicant shall work with staff to explore the possibility of conveying backyard
drainage from Block 5 into the development storm sewer system.
' 24. The outlot along County Road 19 (Galpin Boulevard) needs to be replatted with another
lot.
' 25. The applicant shall meet the conditions of the Rezoning 492 -2 and the Wetland Alteration
Permit 492 -3.
FINAL PLAT REQUEST
The request for final plat for the Stone Creek 4th Addition is for 47 lots. The plat includes the
' extension of stone Creek Drive and Boulder Road, as well as a short cul -de -sac (Timberwood
Drive). A wetland is located in the rear of Lots 9 -13 of Block 2. Setbacks from the wetland
shall be 50 feet with a 10 foot minimum buffer strip. A wetland is also located in the back of
lot 2 block 6. The tree conservation easement is located beyond the wetland edge so that a
natural buffer from the wetland exists. A drainage swale runs through Lots 3 -8 of Block 3.
A tree conservation easement is located in Lots 5 -13 of Block 2, Lots 1 -8 of Block 3, Lots 2 -13
of Block 5 and Lots 1 -6 of Block 6.
Staff has allowed the homes to be placed adjacent to the conservation easement but in no case
shall anything be allowed to be built in the conservation easement. If a patio is not shown on
a home the house must be placed at least 12 feet from the conservation easement. Lots with
conservation easements are required to provide a grading and tree removal plan. The city
typically allows for a 15 foot wide tree removal limit around the home.
Upon review of this phase of Stone Creek and the Heritage Development staff determined that
the extension of Stone Creek Drive would lead into the wetland located on the Heritage property.
Staff requested the applicant to delineate this wetland to assure the road as it is built in the
Heritage plat minimizes impact to the wetland.. The delineation confirmed the extension of Stone
Creek had to be moved to the north to avoid the wetland. Staff has worked with the applicant
to improve the integrity of lot 8 Block 3. The road moving to the north 40 feet at the easterly
property limits impacted lot 8 significantly. In addition to the road realignment lot 8 has a power
line easement along the eastern property line and a drainage easement though the middle. Block
t
Stone Creek 4th Addition
April 20, 1994
Page 5 '
3 has been redesigned to so that lot 8 is much larger in width and lots I and 2 have been
realigned to have access of the short segment of Timberwood Drive.
UTILITIES '
The subdivision will be receiving sanitary sewer and water service from Bluff Creek Trunk
Improvement Project No. 91 -17. The plat has been assessed for the trunk sanitary sewer and
water improvements (trunk and lateral) in accordance with the feasibility study. On September
13, 1993, the City Council adopted the assessment roll for Project No. 91 -A. The levied
assessments for both lateral and trunk sewer and water improvements to the site shall be divided
evenly among the number of lots developed. The city has received detailed utility and street '
construction plans and specifications for this phase. Staff has reviewed the plans and
specifications and find them in general conformance with city standards. Provisions for extending
water service and limited sanitary sewer service to Timberwood Estates are being provided with ,
this phase of development. Sanitary sewer and water lines are being extended on Timberwood
Drive to deadend at the northerly boundary of the plat where the temporary cul -de -sac is
proposed. '
SITE GRADING
The first two additions included construction of two retention ponds for storm water treatment
which includes storm water runoff from the future fifth phase. Boulder Road was rough graded
in conjunction with the City's Upper Bluff Creek trunk sewer and water improvements. Stone '
Creek Drive was inadvertently graded by the applicant last fall /winter. Staff was contacted
regarding this matter by an area resident in Timberwood Estates this winter and staff issued a
stop work accordingly. Approximately 90% of the site grading for Stone Creek Drive was
completed as well as some of the soil corrections on Lots 5 and 6, Block 3.
Staff has noticed in the Third Addition which was heavily wooded as well the amount of tree loss
in the front and side yards as a result of new home construction. Staff felt that the tree loss in
the third phase was excessive due to the type and elevation of the houses constructed. Staff has
carefully reviewed the proposed building pad elevations on the grading plan and made
adjustments such as implementation of retaining walls, revised street grades and limited the type
of dwelling proposed in an effort to custom fit the house on the lot and minimize grading and
tree loss.
The applicant is also proposing to grade the Fifth Addition in conjunction with the Fourth
Addition construction process. This is in an effort to balance earthwork as well as efficiently
prepare the site for future development. This will also result in grading the City's parkland
located in the Fifth Addition adjacent to Timberwood Estates. A portion of parkland extends east '
to Timberwood Drive adjacent to the north lot line of Lot 13, Block 2. Staff has found that it
is very important to construct portions of trailways adjacent to lots prior to the home being
Stone Creek 4th Addition
April 20, 1994
Page 6
' constructed. Staff recommends the applicant construct the portion of bituminous trail (8 feet
wide) adjacent to Lot 13, Block 2 in conjunction with the overall site improvements. No grading
' will transpire within 100 feet of a wetland area with the exception of the installation of a storm
sewer line along Lots 2 and 3, Block 6 and construction of the NURP basin which falls outside
the plat (Heritage property).
DRAINAGE
The first two additions of Stone Creek provided a storm drainage system which conveys storm
water runoff to two storm water retention basins. These basins will also collect storm runoff
from the fifth phase. Both of these basins were constructed to meet the City's water quality and
' quantity requirements. The fourth phase, however, does not nor does it have the potential due
to heavily wooded areas to create permanent retention ponds for water quality and quantity
purposes. The applicant has worked with staff in designing a permanent NURP basin at the east
' end of Stone Creek Drive just outside the plat. The City's subdivision ordinance requires
appropriate storm water treatment be provided for each development. However, in this case there
is not adequate ponding areas available on the site. In addition, the City's Storm Water
Management Plan (SWMP) has proposed for a regional storm water quality basin located directly
east of this development outside of the plat. This subdivision proposal is another example where
' staff is recommended that the applicant pay a storm water trunk fee in accordance to the City's
SWMP for development of off -site regional ponding for water retention purposes. These trunk
fees will also be used to offset the cost of oversizing the next segment of storm sewer pipe
downstream from the development. Although the City has not adopted a trunk storm sewer fee
as of yet, the City's Comprehensive Storm Water Management Plan has been completed and is
in the process of being formally adopted by the City. The applicant is proposing to follow the
' City's SWMP by constructing a water quality basin (NURP) in accordance to the City's standards.
In addition, the applicant is also constructing a portion of the trunk storm system which serves
the watershed. A credit has been applied to the developer's storm water trunk fees. These trunk
fees are being assessed to the applicant as outlined in the SWMP. Based on the methodology,
the applicant will be responsible for a cash contribution for water quantity purposes to the City's
SWMP in the amount of $46,076. Without this contribution the applicant should not be allowed
to proceed with the final plat unless alternative on -site ponding areas acceptable to the City are
provided to retain the storm water runoff for a 100 -year storm event.
' As previously mentioned, the applicant is providing for a storm water quality pond located just
east of the plat in accordance to the City's SWMP. This NURP basin will treat storm water
runoff from Stone Creek Third and Fourth Addition, approximately 4.6 acres from Timberwood
Estates and eventually up to S acres from the Heritage development. The applicant will be
constructing this basin and acquiring the necessary drainage and utility easements to dedicate to
the City in lieu of providing a cash contribution to the City for water quality purposes. Again,
without this NURP basin this project should not be able to proceed due to deficient storm water
management facilities. In order for the NURP basin to be constructed on the adjacent parcel
Stone Creek 4th Addition
April 20, 1994
Page 7 ,
(Heritage) the property owner and/or applicant will be required to apply for and obtain a grading
permit through the City. This grading permit can be issued administratively by staff. ,
EROSION CONTROL
The grading plan provides erosion control measures between the NURP basin and wetland located '
east of Stone Creek Drive. Minimal grading will occur within the Fourth Addition (street only).
The lots will be custom graded at the time of building permit issuance. The applicable erosion
control measures will be applied at that time. Since the Fifth Addition will be mass graded in
conjunction with this phase of development, Type I silt fence should be encompassed along the
downslope of the grading limits. Erosion control practices in accordance with the City's Best '
Management Practice Handbook (BMPH) should be applied to this project.
STREETS I
Staff has worked extensively with the applicant to modify the alignment of Stone Creek Drive
at the east end of the development to reduce impacts to the wetlands (ag/urban) on the adjacent
parcel (Heritage site). The alignment as shown also helps Lot 8, Block 3 from a buildable
standpoint. This lot still has limitations on the house size /type due to the drainageway in the rear
yard. '
The construction plan has proposed a 31 -foot back -to -back urban street section with a 60 -foot
wide right -of -way which is in accordance with City standards on Boulder Road and Timberwood
Drive. A temporary cul -de -sac will be provided at the end of Timberwood Drive. This
temporary cul -de -sac will be constructed within the dedicated right -of -way; therefore, no
additional easements will be necessary. Again, this is a temporary turnaround until the street, '
if so desired, is extended.
Stone Creek Drive is proposed to be extended to the easterly boundary of the plat. This street
is proposed to be constructed to 35 feet wide into urban street standards within a 60 -foot wide
right -of -way. The wider street section was required due to the anticipated higher traffic volumes.
The street will also have a temporary cul -de -sac at the end and barricades with signs indicating
that this street will be extended in the future. A 5-foot wide concrete sidewalk is proposed along
the north side of Stone Creek Drive. '
Street grades within this phase are well within the City's guidelines and ordinance. As in the
conditions of approval for the previous two additions, the overall subdivision will be contributing '
traffic to the intersection of Galpin Boulevard and Stone Creek Drive. Staff believes that at some
future point a bypass lane will be warranted along southbound Galpin Boulevard. However, since
Galpin Boulevard at this time is deficient of right -of -way to construct said bypass, staff is '
recommending that in the future when traffic counts achieve warrants for a bypass lane, the
Stone Creek 4th Addition
April 20, 1994
Page 8
1
developer will be required to pay the City for construction of portions of said bypass lane,
specifically the granular base and bituminous pavement. Security for this improvement will be
required with the Fifth Addition.
SUBDIVISION
A tree conservation and wetland buffer easement shall be placed on the plat. All building
sites in the tree conservation or wetland buffer shall be shown on the building permit.
• There are 35 lots that have tree conservation easements in this phase. The
wetland buffer falls within the tree conservation area. A tree conservation
easement will be recorded in conjunction with recording of the final plat and
development contract.
The development shall follow the standard in Subdivision Regulations Section 18 -16
regarding landscaping and tree preservation.
• Stmetscape is not applicable in this phase.
3. Park land shall be dedicated, 8 acres of property, as recommended by the Park
Commission, including a 20 foot easement south of the Timberwood subdivision between
' Timberwood Drive and the park.
• The park property was dedicated with the Second Addition.
' 4. A front yard variance shall be granted to all homes that fall into the tree conservation
area, but in no case shall the front setback be less than 20 feet.
• There are 34 lots that have the conservation easement and would allow for a 20
foot minimum front yard setback. In no case shall anything be placed inside the
tree conservation easement. A home with a deck/patio may be placed adjacent to
the easement but a home without a deck/patio must maintain a 12 foot setback
from the easement.
' 5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac
at the end of Boulder Road and Stone Creek Drive. In addition, a sign shall be installed
on the barricades stating that the streets (Boulder Road and Stone Creek) will be extended
in the future.
• This condition has been modified deleting the street Boulder Creek from the
condition. The temporary easement for turnaround will not be required since the
J
Stone Creek 4th Addition
April 20, 1994
Page 9
temporary turnaround will be constructed within the dedicated right -of -way.
Timberwood Drive will also be constructed with a temporary cul -de -sac.
6. The appropriate drainage and utility easements should be conveyed with the final plat
over all utilities located outside of the public rights -of -way, along with standard easements
over each lot. Stone Creek Drive shall be constructed 35 feet wide gutter to gutter.
• This condition has been met.
7. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed
Districts, Health Department, MWCC, etc.
• Staff has received approval from MWCC and Carver County Highway Department
but not the Watershed District.
8. Storm sewer calculations for a 10 year storm event, along with pond storage calculations
for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City
Engineer for review and approval.
• This condition has been met.
9. A deceleration an acceleration lane on northbound County Road 19 shall be provided
along with a bypass turn lane on southbound County Road 19 to improve turning
movements into the development.
• A by -pass lane was not proposed with the first, second, third or fourth addition but
most likely will meet warrants with the neat phase Also, existing right -of -way
along Galpin Boulevard is deficient to construct the by -pass lane. However, in the
future when traffic counts achieve warrants for a bypass lane, the developer will
be required to pay the city for construction of portions of said by -pass lane,
specifically the granular base and bituminous pavement. Security for this future
improvement will be required with the Fifth Addition.
10. Watermain pipe sizing shall be increased to 8 inches in diameter on Boulder Trail
(easterly portion of Stone Creek Drive) and that part of Stone Creek Drive lying north of
Forest Trail.
• This condition has been met previously.
L
11. All storm retention ponds shall be constructed to NURP standards as well as provide I
storage for a 100 year storm event.
Stone Creek 4th Addition
April 20, 1994
Page 10
' This condition needs to be modified. The applicant is not providing an on -site
water quality or quantity basin due to the heavily wooded areas. The applicant
' shall be required to pay the city a storm water trunk fee for the third and fourth
additions together with providing an off -site water quality basin in lieu of a cash
contribution into the City's Surface Rater Management Plan.
' 12. A permit from the railroad (Twin City Western) will be required for any grading or
construction activity within the railroad right -of -way.
' 0 This condition is still applicable.
' 13. Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in
accordance with the Fire Marshal's recommendations.
' 0 This condition has been met.
14. The proposed earth berm along County Road 19 shall be reduced or relocated easterly to
provide adequate room for future trail considerations.
' 0 This condition is not applicable with this phase.
15. All areas disturbed during site grading shall be immediately restored with seed and disc-
' mulched or wood -fiber blanket within two weeks of site grading on or before November
15, 1992, except in areas where utilities and streets will be constructed yet that year. All
areas disturbed with a slope of 3:1 or greater must be restored with sod or seed.
• This condition should be modified. All disturbed areas shall be restored in
accordance to the city's Best Management Practices Handbook The final seeding
date shall be November 15, 1994.
16. The developer shall provide adequate access easements for maintenance purposes to the
' proposed retention ponds.
• This condition has been partially met. All of the easements are provided with the
' final plat except for the NURP basin located outside the plat.
17. The developer shall construct the utility and street improvements in accordance with the
1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final
plans and specifications and submit for City approval.
• This condition needs to be modified. Construction plans and specifications shall
adhere to the City's latest edition of Standard Specifications and Detail Plates.
Stone Creek 4th Addition
April 20, 1994
Page 11
18. The final plat should be contingent upon the City Council awarding a bid for extension
of trunk sanitary sewer and water facilities to the site.
• This condition has been met. Not applicable, contract awarded. Construction
completed.
19. As a condition of final plat approval, the applicant shall enter into a development contract
and provide the financial security to guarantee construction of the improvements and
payment of any pending assessment.
• This condition has been modified deleting the payment of any pending assessment
since the assessments have been levied. The levied assessments shall be divided
evenly among the number of new lots.
20. The applicant shall be given credit for any trunk utility improvements they may install as
a part of their overall site improvements. The credit will be applied towards the Upper
Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will
be determined as the difference between a standard lateral pipe size (8 inch diameter) and
the proposed trunk improvements which are 12 inches in diameter.
• Not applicable with this phase.
21. The applicant/builder shall provide at the time of building permit application a tree
removal plan and grading plan for all wooded lots, specifically, Lots 1 through 7, Block
3 and Lots 1 through 7, Block 4.
22
23
24
• Applicable with 34 lots, Lots 5 -13, Block 2 and Lots 1 -8, Block 3, Lots 2 -13
Block 5 and Lots 1 -6 Block 6.
The applicant shall work with the staff to explore the possibility of conveying backyard
drainage from Block 5 into the development storm sewer system.
• This condition has been met.
The outlot along County Road 19, Galpin Blvd, needs to be replatted with another lot.
1
• This condition has been met and has been included in with Lot 10, Block 1. This
is not included in this phase.
The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration
Permit #92 -3.
Stone Creek 4th Addition
April 20, 1994
Page 12
I This condition is being met.
' 25. Secondary access on to Galpin Boulevard.
• Not applicable with this phase.
RECOMMENDATION
Staff recommends the City Council approve the final plat for Stone Creek 3rd Addition #92 -1
subject to the following conditions:
'
1.
A tree preservation and wetland buffer easement shall be dedicated to the city. The
wetland buffer easements by means of a drainage and utility easement shall be placed on
the plat. All building sites in the tree conservation or wetland buffer shall be shown on
I the
building permit.
2.
A sign shall be installed on the barricades at the end of Timberwood Drive and Stone
I Creek
Drive stating that the street will be extended in the future. This condition shall
also be placed in the chain of title for each lot by means of the development contract.
3.
The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed
Districts.
4.
A permit from the railroad (Twin Cities Western) will be required for any grading or
construction activity within the railroad right -of -way.
5.
All areas disturbed by construction activities shall be restored with sod, seed and disc -
mulched or wood -fiber blanket in accordance to the city's Best Management Practices
Handbook. All disturbed areas shall be revegetated by no later than November 15, 1994.
All areas disturbed with a slope of 3:1 or greater must be restored with sod or seed with
erosion control blanket.
'
6.
The developer shall construct the utility and street improvements in accordance with the
latest edition of the City's Standard Specifications and Detail Plates and shall prepare final
'
plans and specifications and submit for City approval.
7.
As a condition of final plat approval, the applicant shall enter into a development contract
'
and provide the financial security to guarantee construction of the improvements.
8.
The applicantibuilder shall provide, at the time of building permit application, a tree
removal plan and grading plan for all wooded lots, specifically, Lots 5 through 13, Block
2, Lots 1 through 8, Block 3, Lots 2 through 13, Block 5 and Lots 1 through 6, Block 6.
Stone Creek 4th Addition
April 20, 1994
Page 13
9. The applicant shall meet the conditions of the Rezoning 992 -2 and the Wetland Alteration
Permit 492 -3.
10 a. The applicant shall pay a storm water trunk fee prior to recording of the plat as
well as provide an off -site water quality basin. The trunk fee has been calculated
at $46,076.00.
b. The appropriate drainage and utility easement for the water quality basin shall be
conveyed to the City by the applicant.
11. The following setback shall apply on those lots that have tree conservation easements:
STONE CREEK 4TH ADDITION
Block
Lot
Lot Area
Wetland
Easement
Setback
May be as
close as
20 ft.
Conservation
Easement
1
1
15,364
30 ft.
2
1
15,647
30 ft.
2
15,022
30 ft.
3
15,124
30 ft.
4
15,098
30 ft.
5
15,032
20 ft.
6
16,163
20 ft.
7
16,228
20 ft.
8
15,871
*
20 ft.
9
16,130
*
20 ft.
10
15,914
*
20 ft.
11
17,868
*
20 ft.
12
20,552
*
20 ft.
13
19,259
*
20 ft.
3
1
12,750
20 ft.
L
Stone Creek 4th Addition
April 20, 1994
Page 14
i
f
2
14,640
20 ft.
3
15,282
20 ft.
4
15,201
20 ft.
5
16,303
20 ft.
6
16,951
20 ft.
7
17,023
20 ft.
8
22,022
20 ft.
4
1
16,739
30 ft.
2
18,876
20 ft.
3
21,295
20 ft.
4
18,973
20 ft.
5
16,745
20 ft.
6
16,675
20 ft.
5
1
15,889
30 ft.
2
15,018
30 ft.
3
15,021
20 ft.
4
16,058
20 ft.
5
16,904
20 ft.
6
16,095
20 ft.
7
15,290
20 ft.
8
15,389
20 ft.
9
15,065
20 ft.
10
15,536
20 ft.
11
17,615
20 ft.
12
21,492
20 ft.
13
15,815
20 ft.
Stone Creek 4th Addition
April 20, 1994
Page 15
6
1
15,006
20 ft.
2
16,668
*
20 ft.
3
16,589
20 ft.
4
18,232
20 ft.
5
15,346
20 ft.
6
23,837
20 ft.
Outlot A
732,142
Outlot B
3,656
* As per easement on plat.
12. The applicant shall construct an 8 -foot wide bituminous trail within the parkland from
Timberwood Drive along the north line of plat boundary to the parkland proposed for
grading.
13. Type I erosion control fence shall be installed along the downslope of grading limits
within the Fifth Addition.
14. The levied assessments on the property shall be divided evenly among the number of lots
developed.
ATTACENMNTS
1. Reduction of Stone Creek Fourth Addition plat.
2. Stone Creek Phasing Plan.
3. Wetland and tree preservation easements.
3. Final plat dated April 15, 1994.
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