HomeMy WebLinkAbout21-06 Tyson Drive Extension Gainesboro - Backfile (2)SUBDIVISION CHECKLIST
1. Comment sheets from the following agencies, along with any marked copies of the plan:
L--'-'VDOT City of Winchester
Sanitation Authority Health Department
Inspections Department Parks & Recreation
Fire Marshall 1'' County Engineer
2. One copy of the subdivision application
TRACKING SHEET
Date
GIS
To be filled in if an MDP is associated with
this subdivision
MDP #&"f2
Approved by BOS:
Admin. Approval: —
Application received
G !106 Fee paid (Amount: $. s�nA Z6�2— " )
Information entered in d-BASE and Reference Manual
03 6& File given to Renee' to add to Application Action Summary
Plat(s) signed by Subdivision Administrator
Approval letter to applicant/agent
Copy of final subdivision plat(s) [with signatures] made and given to
Mapping and Graphics Manager for structure numbering assignment
Updated d-BASE and Reference Manual
File given to Renee' to update Application Action Summary
Final plat(s) submitted with review agency signatures along with:
Recorded Deed of Dedication
Bond estimate (if required) $_
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RECEIPT DATE No. 9 2 G 2
RECEIVED FROM
ADDRESS
-'DOLLARS
❑ FOR RENT
❑ FOR
AMT. OF
CASH
ACCOUNT
PAID
CHECK
IAMT.
BALANCE
MONEY
DUE
ORDER
1
BY
hk
FREDERICK
SANITATION AUTHORITY
ROBERT P. MOWERY, C.P.A., Chairman
JOHN STEVENS, Vice-chairman
RICHARD A. RUCKMAN, P.E., Sec -treasurer
J. STANLEY CROCKETT
DARWIN S. BRADEN
Mr. Tom Gilpin
Lenoir City Company of Virginia
Post Office Box 1657
Winchester VA 22604
P.O. Box 1877
Winchester, VA 22604-8377
October 25, 2007
Wellington H. Jones, P.E.
Engineer -Director
Ph. - (540) 968-1061
Fax - (540) 868-1429
REFERENCE: Tyson Drive Extension
SUBJECT: Bill of Sale
Dear Mr. Gilpin:
Enclosed for your files is a copy of the recorded Bill of Sale for the referenced project.
You will be responsible for repair to these facilities for one year following the date of our
acceptance.
Thank you for working on this project with us.
Sincerely yours,
00WkUtK+_
Tashema L. Long/for
John G. Whitacre
Senior Engineer
/tll
Enclosure
cf.. Frederick County Zoning Administrator
OCT 2 6
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COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
14031 OLD VALLEYPIKE
GREGORYA. WHIRLEY EDINBURG, VA 22824
ACTING COMMONWEALTH TRANSPORTATION COMMISSIONER
November 21, 2006
Mr. Bill Melvin
C/O Pine Knoll Construction Co., Inc.
210 Ebert Road
Winchester, VA 22603
Ref: Tyson Drive Extended
Route 863, Frederick County
Dear Mr. Melvin:
Enclosed is your approved Land Use Permit #855-7883 to cover the construction at the
referenced location.
Please ensure a copy of the approved permit assembly is kept at the job site
whenever working within the Route 863 right-of-way. I would also like to remind you
of the need to erect and maintain proper traffic control in accordance with our
Virginia Work Area Protection Manual.
If you have any questions concerning the permit requirements or during construction,
do not hesitate to call.
Sincerely,
Ronnie Dove
Hwy. Permits Et Subd. Specialist Sr.
Enclosure
xc: Mr. Phil Baker
Mr. Mark Cheran
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
P
) A 117 East Piccadilly Street
- + 1 Winchester, Virginia 22601
T 540,667.2139
F 540.665.0493 Memorandum
To: John Whitacre, FCSA
Lloyd Ingram, VDOT
Mark Cheran, Frederick County Planning
Tun Welsh, Fire and Rescue
Joe Wilder, Frederick GountyPublic Works
John Trenary, Frederick County Inspections
From: Ron Mislowsky
Date: March 16, 2006
Project Name/Subject:
PHR+A Project file Number:
cc:
Tyson Drive Extension
We have prepared plans for an extension of Tyson Drive, from its current terminus 1,085 feet north of McGhee
Drive north and east to Welltown Pike, VA Route 661. This area is an extension of the Stonewall Industrial Park
and was master planned in May 1999 and revised September 1999.
This subdivision and road plans follows the layout delineated on the master plan. A 24' wide industrial access
road is proposed. A new intersection on Route 661 will be constructed, providing both left and right turn lanes
on Welltown Pike.
Sewer and water service is extended down both sides of Tyson Drive. Sewerage from the site will be pumped to
the south and west to an existing manhole on the east side of existing Tyson Drive, 770 ft. north of McGhee
Road. Water is extended from an existing stub at the Tyson Drive cul-de-sac.
The entire site drains to Welltown Pike. Regional detention is provided to ensure the post development
discharge from the Stonewall sites do not exceed pre development flows to the existing 58 x 36" OvIPA culverts.
Roadside ditches will transport drainage to the regional pond. These and all new culverts are designed for the 10
year storm.
Landscaping and screening as required by the master plan and county ordinance are provided along Welltown
Pike with this development.
If questions arise during review of these plans, please do not hesitate to contact me.
Soo
Special Limited Power of Attorney
County of Frederick, Virginia '.
Frederick Planning Web Srte: www.co.frederick.va.us
Department of Planning & Development, County of Frederick, Virginia,
107 North Kent Street, Winchester, Virginia 22601
Phone 540-665-5651 Facsimile 540-665-6395
Know All Men By Those Present: That I (We)
(Name) Lenior City Company of Virginia (Phone) 540-678-1110
(Address) P.O. Box 1657 Winchester VA 22604
the owner(s) of all those tracts or parcels of land ("Property") conveyed to me (us), by deed recorded in the
Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by
Instrument No.344 on Page235 , and is described as
Parcel: 43 Lot: Block: A Section:63A Subdivision:
do hereby make, constitute and appoint:
(Name) Ronald A. Mislowsky, PHR+A Phone: 540-667-2139
(Address) 117 E. Piccadilly Street, Suite 200, Winchester, VA 22601
To act as my true and lawful attorney -in -fact for and in my (our) name, place, and stead with full power and
authority I (we) would have if acting personally to file planning applications for my (our) above described
Property, including:
Rezoning (including proffers)
Conditional Use Permits
Master Development Plan (Preliminary and Final)
Subdivision
X Site Plan
My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously
approved proffered conditions except as follows:
This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or
modified.
In witness there , I (w e�reto set_;py (our) hand and seal this2±�/day ofA1,_,5.Y,200
Signature(s) 'L,, / t� -- 4�J X
State o;_N�inia, City/Ge%*iywsf--- To -wit:
I,
otary Public in and for the jurisdiction
aforesaid, rtify that the person(s) wholsigned to the foregoing instrument persoially appeared befor me
and has a owledged the same before me in the jurisdiction aforesaid this day of _-S-, 200.
Ronald A. Mislowsky
From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd
[Lloyd.ingram@VDOT.Virginia.gov]
Sent: Thursday, August 24, 2006 7:50 AM
To: 'Ronald A. Mislowsky'
Cc: Ingram, Lloyd; 'Mark Cheran (mcheran@co.frederick.va.us)'
Subject: Tyson Drive Extension
Ron,
Plans for the subject project are approved and have been signed. Unless otherwise
directed, we will retain the signed plans at this office until a land use permit for the
street tie-in is applied for.
Please call if we can be of further assistance.
- Lloyd
Lloyd A. Ingram
Transportation Engineer
VDOT -- Edinburg Residency
Land Development
14031 Old Valley Pike
Edinburg, VA 22824
(540) 984-5611
(540) 984-5607 (fax)
1
Page 1 of 1
Mark Cheran
From: John Bishop [Jbishop@co.frederick.va.us]
Sent: Tuesday, October 24, 2006 3:00 PM
To: 'Mark Cheran'
Subject: Tyson's Drive Exstension
Mark,
I think the plans look okay with the exception that it would be worthwhile to stripe a southbound left turn lane for
left turns onto Parson's Ct. It appears there is pavement for this, they would just need to adjust their painting
scheme. The plans are in your basket
Thanks
John
John A. Bishop Jr.
Transportation Planner
Frederick County Planning & Development
107 North Kent St, Suite 202
Winchester, VA 22601
Ph: 540-665-5651
F: 540-665-6395
jbishop@co.frederick.va.us
10/26/2006
Control number
SP06-0015
Project Name
Tyson Drive Extension
Address
117 E. Piccadilly St.
Type Application
Site Plan
Current Zoning
Ml
Automatic Sprinkler System
No
Other recommendation
Emergency Vehicle Access
Siamese Location
Date received
3/17/2006
City
Winchester
Date reviewed
3/30/2006
Applicant
Patton Harris Rust & Associates
State Zip
VA 22601
Tax ID Number Fire District
43-A-63 13
Emergency Vehicle Access Comments
Access Comments
Additional Comments
Recommendations
Automatic Fire Alarm System
No
Requirements
Hydrant Location
Roadway/Aisleway Width
Date Revised
Appficant Phone
540-667-2139
Rescue District
13
Election District
Gainesboro
Residential Sprinkler System
No
Fire Lane Required
No
Special Hazards
No
Plan Approval Recommended Reviewed By Signature.J�
Yes Jeffrey S. Neal jjj
Title
1-9151
A K G
Request for Site Plan Comments
Frederick County Inspections Department
Mail to:
Frederick County Inspections Dept.
Attn: Building Official
107 N. Kent Street
Winchester, VA 22601
(540) 665-5650
* I0
107 N. Kent St.,�,
Fourth Floors®�,4
Winchester, VA 22601
(540) 665-5650
Hand deliver to:
Please fill out the information as accurately as possible in order to assist the agency with their review.
Please attach one (1) copy of the site plan with this sheet.
Applicant's Name: Patton Harris Rust & Associates, pc
Address: c/o Ronald A. Mislowsky
117 E. Piccadilly Street
Winchester, VA 22601
Phone Number: (540) 667-2139
Name of development and/or description of the request:
Tyson Drive Extension
Location of property:
At the north end of Tvson Drive west of Welltown Pike. VA Route 661
Inspections Development's Comments: cc krl r -e 4 .r` P "j-,
d( te.S Mae .vr,
COUNTY of FREDERICK
Department of Public Works
5401665-5643
FAX: 540/ 678-0682
August 28, 2006
Mr. Ronald A. Mislowsky, Jr., P.E.
Vice President
Patton Harris Rust & Associates, p.c.
117 East Piccadilly Street
Winchester, Virginia 22601
RE: Site Plan Comments - Tyson Drive Extension
Frederick County, Virginia
Dear Ron:
Upon review of the revised site plan dated July 3, 2006, all of our previous comments
have been addressed. Therefore, we recommend approval of the subject plan.
Sincerely,
Joe C. Wilder
Deputy Director
JCW/rls
cc: Planning and Development
file
CAProgram Files\WordPerfect Office X3\Rhonda\TEMPCOMMENTS\TYSONDRREVSPCOM.wpd
107 North Kent Street - Winchester, Virginia 22601-5000
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
P R
/� 117 East Piccadilly Street
I 1 Winchester, Virginia 22601
T 540.667.2139
F 540.665.0493
Memorandum
To:
Mark Cheran
Organization/Company:
Frederick County Planning
From:
Ron Mislowsky
Date:
October 27, 2006
Project Name/Subject:
Tyson Drive
We have checked the County suggestion that we provide a left turn lane to Parson Court. Unfortunately, VDOT
will not approve a left turn land at this location with the current geometry. The available width there is only 11
ft. and tapers to something less.
While in reality, vehicles may be able to use that area to stack for a left turn, we cannot add that stripping. Also,
please note, the TIA does not indicate a need for a left turn lane at this location.
Please let me know if you have questions.
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
R+A
117 East Piccadilly Street
Winchester, VA 22601
PH
T 540,667.2139
F 540.665.0493
To:
Organization/Company:
Address:
Telephone Number:
Date:
From:
Project Name/Subject:
Via:
Mark Cheran
Frederick County Planning
October 11, 2006
Ron Mislowsky
Tvson Drive Extension
Transmittal
Internal Project File #:
Quantity File # Date Description Transmitted
® Herewith
Subdivision Design Plan Fee - $2,500 ❑ Under separate cover
Notes:
Received by: Date:
Material
❑
Originals
❑
Photocopies
❑
Diskette
❑
Shop Drawings
❑
Mylar
❑
Ozalid Prints
❑
Invoice
❑
Sepia
Purpose
®
Your Use
❑
Your Files
❑
Approval
❑
Please Return:
Corrected Prints
❑ Please Submit:
Revised Prints
v e.rr y
Patton Harris Rust & Asso�.rates
Engineers. Surveyors. Planners. Landscape Architects. rAUG>!'Q2�006117 East Piccadilly Street
PR+A Winchester, VA 22601 LJ
H T 540.667.2139
F 540.665.0493
Transmittal—.
To: Tohn Whitacre
Organization/Company: FCSA
Address:
Telephone Number:
Date: August 16, 2006
From: Ron Mislowsky
Project Name/Subject: Tyson Drive
Via:
Internal Project File #:
Quantity File # Date
Description
Transmitted
®
Herewith
2 Set Plans
❑
Under separate cover
Material
�^
W
—
❑
Originals
®
Photocopies
❑
Diskette
14 APR b V/C0 5 A/ o
TkSQ
❑
Shop Drawings
3 74A S
❑
❑
Mylar
Ozalid Prints
t�
�' ---,.
i�0/_
El
❑
Invoice
Sepia
Purpose
®
Your Use
❑
Your Files
Notes:
❑
Approval
For your review & approval ❑ Please Return:
Collected Prints
R,� Yi s,64 5h9,E,Er( V - / 71,KIWlt s.S�T Zf �S
T/K,F 9444 i 04/,F :S��.ri�Q. ❑ Please Submit:
Received by:
Date:c/d2 9P4 Ulm D6
Revised Prints
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
P117 East Piccadilly Street
H Winchester, Virginia 22601
T 540.667.2139Memorandum F 540.665.0493 493
To: Mark Cheran
Organization/Company: Frederick County Planning
From: Ron Mislowsky
Date: August 30, 2006
Project Name/Subject: Tyson Drive Extension
PHR+A Project file Number:
cc:
I've enclosed two copies of the Tyson Drive plan here for your information and review. I've also enclosed
approval letters from VDOT, FCSA, Public Works, Fire Marshall and Building Inspection. The POA and Bond
estimate are also provided. We expect the final plat to come to you for signature in a few weeks.
Call if you have questions.
SEP 6
COUNTY OF FREDERICK - DEPARTMENT OF PLANNING AND DEVELOPMENT
107 North Kent Street, Suite 202, Winchester, Virginia 22601-5000 Telephone 540.665.5651 Fax 540.665.6395
BOND ESTIMATE
Project Name Tyson Drive Extension
Prepared By Patton Harris Rust & Associates Date 5/30/2006
Item
Quantity Unit Unit Price
A. Clearing & Grading
15 Acre $1,500.00
1. Clearing & Grubbing
C.Y.
2. Disposal
C.Y.
3. Excavation (cut to fill)
27300 C.Y. $7.50
4. Embankment (fill)
C.Y.
5. Borrow
C.Y.
6. Spoil/Disposal
C.Y.
7. Topsoil Removal/Storage
C.Y.
8. Other
B. Erosion/Sediment Control
1. Construction Entrance
2. Perimeter Dike
3. Interceptor Dike
4. Silt Fence
5. Gravel Filters: (Excl. filters w/basins)
6. Inlet Pertection
7. Sod
8. Seeding (disturbed area minus pvmt & buildings)
9. Sediment Basins (including filters)
10. Sediment Trap (1 Acre)
11. Sediment Trap (1-2 Acres)
12. Sediment Trap 2-3 Acres)
13. EC-3
Sub -Total for Clearing and Grading
1
3850
24
7
61910
400
Each
$2,500.00
L. F.
L.F.
L.F.
$5.00
S.Y.
$41.67
Each
$150.00
S.Y.
S.Y.
$0.75
Each
Each
Each
Each
S.Y.
$8.00
Sub -Total for Erosion/Sediment Control
Cost Percent
$22,500.00
$0.00
$0.00
$204,750.00
$0.00
$0.00
$0.00
$0.00
$0.00
$227,250.00
$2,500.00
$0.00
$0.00
$19,250.00
$1,000.00
$1,050.00
$0.00
$46,432.50
$0.00
$0.00
$0.00
$0.00
$3,200.00
$73,432.50
Balance
Item Quantity Unit Unit Price Cost Percent Balance
C. Streets
1. Bituminous Concrete Surface: Per/1"
2. Base Course: Bit Conc/inch Per/1"
3. Aggregate Sub -base: Per/1"
4. Cement Treated Aggregate
5. Cement Treated Sub -grade
6. Surface Treatment
7. Gravel Shoulder - 4" Depth
8. Curb & Gutter
9. Header Curb
10. Medain Curb
11. Curb Out Ramps
12. Commercial Entrance
13. Driveway Entrance
14. Guard Rail
15. Traffic Barricade
16. Edge Delineators
17. Sidewalk (4' wide, concrete)
18. Rock Excavation
19. Pavement Marking
20. Other
D. Storm Sewer
1. Easement Clearing & Restoration
2. Pipe RCCP, Classes II - IV:
15"
18"
21"
24"
27"
30"
33"
36"
42"
48"
840 TON
4153.5 TON
3899 TON
TON
C.Y.
S.Y.
S.Y.
L.F.
L. F.
L. F.
Each
Each
1 Each
L. F.
Each
Each
L.F.
C.Y.
2000 L.F.
157
859
L.F.
Inches
$70.00 1.5 $58,800.00
$61.00 8 $253,363.50
$15.00 6 $58,485.00
$2,bUU.UU
$3.bU
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$2,500.00
$0.00
$0.00
$0.00
$0.00
$0.00
$7,000.00
$0.00
Sub -Total for Streets $380,148.50
L.F $58.00
L.F
L.F
L.F
L.F
L.F $130.00
L.F
L.F
L.F
L.F
$0.00
$9,106.00
$0.00
$0.00
$0.00
$0.00
$111,670.00
$0.00
$0.00
$0.00
$0.00
Item
Quantity Unit Unit Price
Cost
3. Pipe, ADS:
15"
L. F.
$0.00
18"
L. F.
$0.00
21"
L. F.
$0.00
24"
L. F.
$0.00
27"
L.F.
$0.00
30"
L. F.
$0.00
33"
L. F.
$0.00
36"
L. F.
$0.00
4. Endwall
15"
Each
$0.00
18"
Each
$0.00
21 "
Each
$0.00
24"
Each
$0.00
27"
Each
$0.00
30"
1 Each $5,500.00
$5,500.00
33"
Each
$0.00
36"
Each
$0.00
5. End Section
15"
Each
$0.00
18"
Each
$0.00
21"
Each
$0.00
24"
Each
$0.00
27"
Each
$0.00
30"
Each
$0.00
33"
Each
$0.00
36"
Each
$0.00
6. Curb Inlet
Each
$0.00
7. Other Inlets
Each
$0.00
Each
$0.00
Stormwater Management
Pond
1 LS $35,000.00
$35,000.00
58"x36" CMPA
116 LF $170.00
$19,720.00
Percent Balance
Item
8. Junction Box JB-1 Pipe Size:
9. Manhole
10. Modified Structure
11. Connect to Existing Structure
12. Remove Existing Structure
13. Pavement Restoration
14. Curtain Wall
15. Ditch Grading
16. Concrete Anchors
17. Paved Ditch
18. Sod Ditch
19. Rip Rap
Class I Ungrouted
Class I Grouted
Class II
20. Piling
21. Box Culvert (compute Cost in Box Culvert
Computation Form)
22. Underdrains
23
E. Sanitary Sewer
1. Easement Clearing & Restoration
2. Pipe, (Including 0-8' Trenching & Select Fill):
8"
10"
3. Pipe, RCCP (Including 0-8' Trenching & Select Fill):
8"
10"
4. Pipe, D.I.P. (Including 0-8' Trenching & Select Fill):
8"
10"
Quantity
Unit
Unit Price
Cost Percent Balance
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
S.Y.
$0.00
C.Y.
$0.00
450
L.F.
$4.50
$2,025.00
C.Y.
$0.00
3538
S.Y.
$40.00
$141,520.00
S.Y.
$0.00
100
S.Y.
$75.00
$7,500.00
C.Y.
$0.00
C.Y.
$0.00
L.S.
$0.00
$0.00
L.S.
$0.00
L.F.
$0.00
$0.00
Sub -Total for Storm Sewer
$332,041.00
L.F.
$0.00
2000
L.F.
$45.00
$90,000.00
L.F.
$0.00
L. F.
$0.00
L.F.
$0.00
L. F.
$0.00
L.F.
$0.00
Item
5. Extra Trenching (Not including pipe)
8'-12'
12'-16'
16' +
6. Manhole (All Manholes) 0-8'
(Depth over 8') 8' +
7. Drop Connection
8. Concrete Encasement
9. Concrete Cradle
10. Concrete Anchors
11. Rock Excavation
12. Sheeting & Shoring
13. Pavement Replacement
14. Laterals:
4"
5"
6"
15. Risers
16."T" or "Y" Connection:
8"x4"
8"x5"
10"x4"
17. Lateral Connection to Manhole
18. Connect to Existing Structure
19. Aerial Pipe Supports
20. Boring or Jacking
21. Select Fill Material
22. Sanitary Tie-in
23. Sanitary Testing
24. 4" Force Main
24. Pump Station
Quantity
Unit
Unit Price
Cost
L.F.
$0.00
L. F.
$0.00
L.F.
$0.00
6
Each
$3,000.00
$18,000.00
12
V. F.
$450.00
$5,400.00
V. F.
$0.00
L. F.
$0.00
L. F.
$0.00
C.Y.
$0.00
C.Y.
$0.00
L.S.
$0.00
L. F.
$0.00
L. F.
$0.00
L. F.
$0.00
260
L.F.
$35.00
$9,100.00
V. F.
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
Each
$0.00
L.S.
$0.00
L. F.
$0.00
C.Y.
$0.00
1
Each
$1,500.00
$1,500.00
4890
LF
$1.50
$7,335.00
2630
LF
$25.00
$65,750.00
1
LS
$120,000.00
$120,000.00
Sub -Total for Sanitary Sewer $317,085.00
Percent Balance
F. Water Line
1. Easement Clearing & Restoration
L.F.
2. Pipe, PVC
3"
L.F.
4"
L.F.
6"
L.F.
8"
L.F.
10"
L. F.
12"
2690 L.F. $35.00
Item
3. Valve:
3"
4"
6"
8"
10"
12"
4. Fittings (Tees, Bends, Crosses, Reducers
and Offsets)
5. Copper Water Service (Includes Curb Stop)
Tap fee may cover this item
6. Wet Tap
7. Fire Hydrant
8. Blow -off
9. Air Release
10. Rock Excavation
11. Boring and/or Jacking
12. Pavement Restoration
13. Shoulder Restoration
14. Concrete Anchor/Encasement
15. Concrete Cradle
16. Relocate Existing Hydrant
17. Sheet & Shoring
18. Select Fill Material
19. 8" D.I. CL 52
20. Water Line Testinq
Quantity Unit Unit Price
_ Each
_ Each
_ Each
2 Each $1,200.00
_ Each
2 Each $1,600.00
Each
Each
1
Each
$2,500.00
3
Each
$3,000.00
Each
Each
C.Y.
L.F.
L.F.
L.F.
C.Y.
L.F.
Each
L. F.
C.Y.
230
LF
$40.00
2920
LF
$1.50
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$94,150.00
Cost
$0.00
$0.00
$0.00
$2,400.00
$0.00
$3,200.00
$0.00
$2,500.00
$9,000.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
zl)U.UU
$0.00
$0.00
$9,200.00
$4,380.00
Sub -Total for Water Line $124,830.00
Percent Balance
G. Miscellaneous
1. Septic Field
L.S.
$0.00
2. Pump
Each
$0.00
3. Monuments & Pipes
L.S.
$0.00
4. Monuments & Pipes
Lot
$0.00
5. Walkways & Trails
4' Asphalt
L.F.
$0.00
8' Asphalt
L.F.
$0.00
4' Gravel
L.F.
$0.00
4' Woodchip
L.F.
$0.00
Item
6. Landscaping
7. Light Poles & Electrical Conduit
8. Screening
9. Fencing
10. Retaining Wall
11. Well
12. Street Sign
13. Wheel Stops
14. Other
H. Total Cost
1. Sub -Totals
Quantity
Unit Unit Price
1
L.S. $30,000.00
L.S.
1
L.S.
L.S.
L.S.
Each
1
Each $250.00
Each
Sub -Total for Misscellaneous
Cost Percent
$30,000.00
$0.00
$0.00
$0.00
$0.00
$0.00
$250.00
$0.00
$0.00
$30,250.00
Clearing & Grading $227,250.00
Erosion/Sediment Control
$73,432.50
Streets
$380,148.50
Storm Sewer
$332,041.00
Sanitary Sewer
$317,085.00
Water Line
$124,830.00
Miscellaneous
$30,250.00
Grand Sub -Total
$1,485,037.00
TOTAL COST
Balance
OCT 1 1 ?rpgi
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SUBD. #21-06 TYSON DRIVE EXTENSION.,,.._.
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