HomeMy WebLinkAboutWindsor Spring Road Improvement (2)
Augusta Richmond GA
DOCUMENT NAME: ~)i {)d~r S r'Y1g iZv~L( L'" p>tVd.e-XW..f'tr
DOCUMENT TYPE: a ~ I{ UVVVJ'\ t
YEAR:
2-601
BOX NUMBER: /?-
FILE NUMBER: I S L/o~
NUMBER OF PAGES: I 0
I .
AUGUST A-RICHMOND COUNTY
DEPARTMENT OF PUBLIC WORKS & ENGINEERING
SUPPLEMENTAL AGREEMENT
Project No. 323-04-296823516
SUPPLEMENTAL AGREEMENT NO.
WHEREAS, We, W.R. Toole Engineers, Inc., Consultant, entered into a contract with
Augusta-Richmond County on February 16, 1999, for engineering design services
associated with the Windsor Spring Road Improvements, Project No. 323-04-296823516,
File Reference No. 01-014 (A), and
WHEREAS, certain revisions to the design requested by Augusta-Richmond County are
not covered by the scope of the original contract, we desire to submit the following
Supplemental Agreement to-wit:
Additional Engineering services required to add improvements to Windsor
Spring Road from Young Forest Drive to Old Louisville Road.
It is agreed that as a result of the above-described modification in the amount of $29,800,
the contract amount is increased to $114,800.
Any modifications to submittal dates shall be as identified in the attached proposal. This
agreement in no way modifies or changes the original contract of which it becomes a
part, except as specifically stated herein.
NOW, THEREFORE, We, W.R. Toole Engineers, Inc., Consultant, hereby agree to said
Supplemental Agreement consisting of the above mentioned items and prices, and agree
that this Supplemental Agreement is hereby made a part of the original contract to be
performed under the specifications thereof, and that the original contract is in full force
and effect, except insofar as it might be modified by this Supplemental Agreement.
This ;l. ,2..
day of
fY7 arch
,2001.
RECOMMEND FOR APPROVAL:
CIT~~~'1 U I' USlA-RICHMOND COUNTY
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0f~ved: Date ,&/...(1
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Approved: Date I ,
[ATTACHED CORPORATE SEAL]
ATTEST: ~~
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Title' l:-:"j;r"l~c.. n' "J' 41 Ma()~ r
(SA02 - For changes greater than $10,000)
January 2001
, .
AUGUSTA-RICHMOND COUNTY
DEPARTMENT OF PUBLIC WORKS & ENGINEERING
SUPPLEMENTAL AGREKMENT
Project No. 323-04-296823516
SUPPLEMENTAL AGREEMENT NO.
WHEREAS, We, W.R. Toole Engineers, Inc., Consultant, entered into a contract with
Augusta-Richmond County on February 16, 1999, for engineering design services
associated with the Windsor Spring Road Improvements, Project No. 323-04-296823516,
File Reference No. 01-014 (A), and
WHEREAS, certain revisions to the design requested by Augusta-Richmond County are
not covered by the scope of the original contract, we desire to submit the following
Supplemental Agreement to-wit:
Additional Engineering services required to add improvements to Windsor
Spring Road from Young Forest Drive to Old Louisville Road.
It is agreed that as a result of the above-described modification in the amount of $29,800,
the contract amount is increased to $114,800.
Any modifications to submittal dates shall be as identified in the attached proposal. This
agreement in no way modifies or changes the original contract of which it becomes a
part, except as specifically stated herein.
NOW, THEREFORE, We, W.R. Toole Engineers, Inc., Consultant, hereby agree to said
Supplemental Agreement consisting of the above mentioned items and prices, and agree
that this Supplemental Agreement is hereby made a part of the original contract to be
performed under the specifications thereof, and that the original contract is in full force
and effect, except insofar as it might be modified by this Supplemental Agreement.
This 1.:L. day of (YlareJl , 2001.
RECOMMEND FOR APPROVAL:
1J$~&;k-
Approved: Date ~PiD /
[ATTACHED CORPORATE.) AL]
ATTEST:~
~~
Title- hJ;....,...O{,iJ Of"p/ Mf'.llu;e-r
(SA02 - For changes greater than $10,000)
January 2001
, .
AUGUSTA-RICHMOND COUNTY
DEPARTMENT OJ,f PUBLIC WORKS & ENGINEERING
SUPPLEMENTAL AGREEMENT
..
Project No. 323-04-296823516
SUPPLEMENTAL AGREEMENT NO.
WHEREAS, We, W.R. Toole Engineers, Inc., Consultant, entered into a contract with
Augusta-Richmond County on February 16, 1999, for engineering design services
associated with the Windsor Spring Road Improvements, Project No. 323-04-296823516,
File Reference No. 01-014 (A), and
WHEREAS, certain revisions to the design requested by Augusta-Richmond County are
not covered by the scope of the original contract, we desire to submit the following
Supplemental Agreement to-wit:
Additional Engineering services required to add improvements to Windsor
Spring Road from Young Forest Drive to Old Louisville Road.
It is agreed that as a result of the above-described modification in the amount of $29,800,
the contract amount is increased to SI14,800.
Any modifications to submittal dates shall be as identified in the attached proposal. This
agreement in no way modifies or changes the original contract of which it becomes a
part, except as specifically stated herein.
NOW, THEREFORE, We, W.R. Toole Engineers, Inc., Consultant, hereby agree to said
Supplemental Agreement consisting of the above mentioned items and prices, and agree
that this Supplemental Agreement is hereby made a part of the original contract to be
performed under the specifications thereof, and that the original contract is in full force
and effect, except insofar as it might be modified by this Supplemental Agreement.
Thi s :<-Z
day of
rno..reh
,2001.
RECOMlVIEND FOR APPROVAL:
/Jt!f1~~
Approved' Date 3/z.z/o I
[ATIACHE'D CORPORATE siAL]
ATTEST: /./ /
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Title' ;;;y-'"ri'" ""'J /J,..y{ ~fIl(~ r-
(SA02 - For changes greater than $10,000)
January 2001
W R Toole Engineers, Inc.
Engineers 0 Consultants . Surveyors . Planners
March 15,2001
Augusta Richmond County Public Works
Marvin Griffin Road
Augusta, GA 30809
Attention: Teresa Smith, P.E.
Director of Public Works
Reference: Windsor Spring Road Improvements Extension
Proposal of Professional Services
TE Proposal Number: POI-039
Dear Teresa:
As requested, W,R. Toole Engineers is submitting a proposal of professional
services for completing the second phase of design for the Windsor Spring Road
Improvements Project. The first phase of the Windsor Spring Road Improvements
Project started at Peach Orchard Road and terminated at Young Forest Drive. The
second phase of the project will begin at Young Forest Drive and extend to Old
Louisville Road, Included below is a brief project summary, design
considerations, fee schedule, opinion of probable construction cost, and a time
schedule,
PROJECT SUMMARY
The length of the second phase is approximately eight hundred feet (800'). Please
see the attached tax map for the project limits. Based on your direction, the road
cross-section will remain a two-lane configuration from Young Forest Drive
through to the east side of the railroad crossing. Beginning on the east side of the
railroad crossing, the road cross-section will then taper out to a three-lane section
at the intersection with Old Louisville Road, The three lane cross-section is
necessary to accommodate left-turn and right-turn lanes onto Old Louisville Road.
Concrete curb and gutter and sidewalk will also be included through the length of
the project.
349 Greene Street, Augusta, GA 30901
phone - 706,722,4114 · fax - 706,722,6219 . web - www.wrtoole,com
DESIGN CONSIDERATIONS
Based on our familiarity with the project area we anticipate the following design
considerations:
· The flat topography on this end of the project does not facilitate good storm
water drainage. The storm water runoff from the area on the west side of the
railroad track must be routed to the drainage outfall located on the north side of
Windsor Spring Road between Sylvester Drive and Wyman Street. This may
require the redesign of a portion of the storm water collection system in phase
one. The storm water runoff from the area on the east side of the railroad
tracks must be routed to the catch basin/roadside ditch located parallel to the
east side of Old Louisville Road, This may require construction activity across
Old Louisville Road including either open cut or jack and bore techniques,
· The vertical alignment of the proposed road in phase one may need to be
revised to accommodate changes in road elevation in phase two. These
revisions won't be recognized until a ground-run survey has been completed.
· It is our intention to avoid any new work within the railroad right-of-way.
However, our design constraints may require minor improvements within the
railroad right-of-way. We have recognized the existing adequate pavement
width for two travel lanes crossing the railroad tracks, but we have concerns
regarding new road vertical alignments, storm water drainage, and pedestrian
access. We do not anticipate any new improvements to the track crossing.
· The proximity of the railroad tracks to the intersection with Old Louisville
Road limits the length of the proposed left/right turn lanes, The track is
approximately two hundred fifty feet (250') from the intersection. Therefore,
in an effort to optimize this area, we suggest utilizing a one hundred foot
(100') long taper and an approximate one hundred fifty foot (150') long three-
lane section.
· The widening of the pavement section at the intersection of Old Louisville
Road could potentially encroach on two properties, The property on the
northwest comer of the intersection is a residential lot and the property on the
southwest comer of the intersection is a church, Based on our discussions, we
anticipate adding the taper and extra lane on the southern side of the road
thereby encroaching primarily on the church property.
OPINION OF PROBABLE CONSTRUCTION COST
Our opinion of probable construction cost for the improvement of approximately
eight hundred feet of roadway near the intersection of Windsor Spring Road and
Old Louisville Road is $336,840.00. Please see the attached quantity take-off for
the detailed estimate. Please note that this cost estimate does not include
improvements to Old Louisville Road.
PROFESSIONAL SERVICES AND COMPENSATION
Professional services for this project will be provided in the same process as
provided for the phase one project. The limits of the project will be surveyed and
tied into the survey previously completed for phase one, All construction
documents will be prepared necessary for bidding purposes, The compensation
schedule for this project is as follows:
Surveying Services: $7,100.00
Ground-run survey, field staking of new right-of-way, and preparation of compiled
right-of-way maps.
Engineering Services: $22,700.00
Including preparation of construction documents, hydrology/hydraulic report,
preparation of railroad permits, and any supplemental construction specifications,
Total Fees:
$29,800.00
The above services and fees corresponding to railroad permits do not include any
improvements to the track crossing. The permits anticipated would reflect minor
physical changes within the railroad right-of-way pertaining to drainage
improvements and pavement structure tie-ins. Additional fees would be required
should the track crossing be modified.
Additionally, the fees above do not include any services for improvements to Old
Louisville Road. We anticipate tying in the new Windsor Spring Road three-lane
section to the existing pavement structure, incorporating two new catch basins at
that intersection, and tying the new storm sewer system into the existing cross-
drain under Old Louisville Road, Additional fees would be required should
improvements to Old Louisville Road be necessary.
TIME SCHEDULE
Upon your authorization to proceed we will initiate field surveying services, We
anticipate approximately six (6) weeks for completion of field surveying and
basemapping. We will then prepare a conceptual layout within two (2) weeks and
schedule a meeting with your department for review. Upon acceptance of our
concept we will prepare construction documents within ten (10) weeks, Again, we
will schedule a meeting with your department to review the plans. Following your
acceptance of the plans we will finalize the construction documents and quantity
take-offs. We anticipate eight (8) weeks for finalization of the plans. Please note
that the overall time frame for the project will be limited by utility and railroad
involvement and response time, We will contact the necessary utilities at the start
of the project in an effort to locate all underground utilities. We also anticipate the
utilities involvement during the review with your department.
Again, W,R, Toole Engineers appreciates the opportunity to continue providing
services for your infrastructure improvements, Should you have any questions or
need additional information please contact our office.
Sincerely,
o /7~
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Erik Ham . arlund, P,E,
Engineering Department Manager
Attachments
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DRAINAGE PATTERN
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Windsor Spring Road Improvements Project - Phase II
Opinioin of Probable Construction Cost
3/15/01
PAY UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY COST COST
150-1000 TRAFFIC CONTROL LS 1 $10,000.00 $10,000
171-0010 TEMPORARY SILT FENCE (TYPE "A") LF 600 $5.00 $3,000
207-0203 FOUND BKFILL MATL, TP II CY 250 $30.00 $7,500
230-1000 LUMP SUM CONSTRUCTION LS 1 $50,000.00 $50,000
310-1101 GR AGGR BASE CRS, INCL MATL TN 200 $24.00 $4,800
318-3000 AGGREGATE SURFACE COURSE TN 100 $24.00 $2,400
402-1812 ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 600 $43.00 $25,800
402-3121 RECYCLED ASPH CONC 25 mm SUPERPAVE, TN 400 $40.00 $16,000
GP2 ONLY, INCL BITUM MATL & H LIME
402-3130 RECYCLED ASPH CONC 12.5 mm SUPERPAVE, TN 400 $42.00 $16,800
GP2 ONLY, INCL BITUM MATL & H LIME
402-3131 RECYCLED ASPH CONC 9.5 mm SUPERPAVE, TN 200 $42.00 $8,400
GP2 ONLY, INCL BITUM MATL & H LIME
413-1000 BITUM TACK COAT GAL 400 $2.00 $800
441-0016 DRIVEWAY CONCRETE. 61N THICK SY 60 $30.00 $1,800
441-0104 CONC SIDEWALK, 4 IN SY 400 $21.00 $8,400
441-4020 CONC VALLEY GUTTER, 6 IN SY 160 $30.00 $4,800
441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP 2 LF 1800 $12.00 $21.600
500-3101 CLASS A CONC CY 20 $600.00 $12,000
550-1080 STORM DRAIN PIPE, 8 IN, H = 1-10 LF 50 $18.00 $900
550-1150 STORM DRAIN PIPE, 15 IN, H - 1-10, RCP LF 400 $22.00 $8,800
550-1180 STORM DRAIN PIPE, 18 IN, H - 1-10, RCP LF 800 $30.00 $24.000
550-1180 STORM DRAIN PIPE, 18 IN. H = 1-10, DUCTILE IRON LF 100 $45.00 $4.500
550-1240 STORM DRAIN PIPE, 24 IN, H = 1-10, RCP LF 1DO $35.00 $3,500
550-1240 STORM DRAIN PIPE, 24 IN, H = 1-10, CLASS IV R.C.P. LF 100 $40.00 $4,000
603-0006 STONE BLANKET PROTECTION, 6 IN SY 50 $8.00 $400
603-1018 STONE PLAIN RIP RAP, 18 IN SY 50 $50.00 $2,500
610-0200 REM CH LK FENCE, ALL SIZES & TYPES LF 900 $5.00 $4,500
61 0-0220 REM WOOD FENCE LF 300 $5.00 $1.500
611-5029 RESET CH LK FENCE, ALL SIZES & TYPES LF 900 $5.00 $4,500
611-5030 RESET WOOD FENCE LF 300 $5.00 $1.500
611-8050 ADJUST MANHOLE TO GRADE EA 3 $500.00 $1,500
636-1020 HIGHWAY SIGNS, TP 1 MATL. , REFL SHEETING, TP3 SY 10 $100.00 $1,000
636-1031 HIGHWAY SIGNS. TP 1 MATL. , REFL SHEETING, TP6 SY 20 $100.00 $2,000
636-1032 HIGHWAY SIGNS, TP 2 MATL. , REFL SHEETING, TP6 SY 8 $100.00 $800
636-2010 GALV STEEL POSTS, TP 1 EA 20 $10.00 $200
653-0100 THERMOPLASTIC PVMT MARKING. RR/HWY CROSSING SIGNAL EA 2 $300.00 $600
653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP2 EA 10 $150.00 $1,500
653-0210 THERMOPLASTIC PVMT MARKING, WORD, TP1 EA 2 $150.00 $300
653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 2000 $0.50 $1,000
653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN YELLOW LF 2000 $0.50 $1,000
653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 96 $8.00 $768
653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 100 $1.50 $150
668-1100 CATCH BASIN. GP 1 EA 6 $1,500.00 $9.000
666-1110 CATCH BASIN. GP 1, ADDL DEPTH LF 12 $200.00 $2,400
668-4300 STORM SEWER MANHOLE, TP1 EA 2 $1 500.00 $3,000
668-4311 STORM SEWER MANHOLE. TP1, ADDL DEPTH, CL 1 LF 4 $200.00 $800
668-5000 JUNCTION BOX WI RING & COVER EA 2 $2,000.00 $4,000
668-7015 DRAIN INLET. 15 IN EA 8 $1,000.00 $8,000
670-1041 WATER MAIN, OFFSET, 4" COMPLETE EA 2 $250.00 $500
670-1061 WATER MAIN, OFFSET, 6" COMPLETE EA 2 $400.00 $800
670-1101 WATER MAIN, OFFSET, 10" COMPLETE EA 2 $750.00 $1,500
670-9710 RELOCATE EXIST FIRE HYDRANT EA 1 $1,500.00 $1,500
670-9720 RELOCATE EXIST WATER VALVE, INCL BOX EA 4 $300.00 $1,200
670-9730 RELOCATE EXIST WATER METER, INCL BOX EA 10 $300.00 $3,000
700-5000 GRASSING. COMPLETE LS 1 $5,000.00 $5 000
10% Contingency = $30 622
Total Proiect Construction Cost = $336,840
NOTES: