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Home My WebLink AboutWindsor Spring Road Improvements (2) Augusta Richmond GA DOCUMENT NAME: WI ne/SOr' Sp< 0~ ?-Oo..J J.--rl~()V0yV\ljl+S DOCUMENT TYPE: Bu d c;e.1 YEAR: J-. 00 ( BOX NUMBER: ) ?- FILE NUMBER: I 5 3) 8 NUMBER OF PAGES: (:} , . AUGUSTA-RICHMOND COUNTY, GBORGIA CPB# 323-04-296823516 CAPITAL PROJECT BUDGET WINDS01R SPRING ROAD'IMPROVEMENTS CHANGE NUMBER TWO BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that the following Capital Project Budget is hereby amended: Section 1: The project change is authorized to CPB#323-04-296823516. This change is for the additional funds necessary for Engineering associated with the said project, in the total amount of $29,800. These funds will come from Special 1 % Sales Tax, Phase I Recapture ($12,917) & Phase II Recapture (16,883). Section 2: The following revenues are anticipated to be available to the Consolidated Government to complete the project: Special 1 % Sales Tax, Phase I $ 280,000 Special 1% Sales T.ax, Phase III $1,853,000 Special 1 % Sales T.ax, Phase I Recapture $ 12,917 Special 1% Sales T.ax, Phase II Recapture .$ 16,883 $2,162,800 Section 3: The following amounts are appropriated for the project: BY BAS1[N BY DISTRICT Raes Creek $2,162,800 3rd $2,162,800 Section 4: Copies of this Capiral Project Budget shall be made available to the Comptroller for direction in carrying out this project. /7~ay of fhDftv . ,~lJl Adopted this Approved Original - Commission -Council Office Copy - Public Works Copy - Finance Department, Kakoli Basu Copy - Purchasing Department, Geri Sams AUGUSTA-RICHMOND COUNTY, GBORGIA CPB# 323-04-296823516 CAPITAL PROJECT BUDGET WINDSOR SPRING ROAD IMPROVEMENTS CHANGE NUMBER TWO CPR AMOUNT CPR NEW 2001G/L SOURCE OF FUNDS CPR CHANGE CPR AMOUNT SPECIAL 1% SALES TAX, PHASE I 32 I -04-111 0-0000000-000000000 ($280,000) $0 ($280,000) ($280,000) SPECIAL 1 % SALES TAX, PHASE III 323-04-1110-0000000-000000000 ($1,853,000) $0 ($1,853,000) ($1,768,000) SPECIAL 1% SALES TAX, PHASE I RECAPTURE 321-04-1110-6011110-288821333 $0 ($12,917) ($12,917) ($12,917) SPECIAL 1 % SALES TAX, PHASE II RECAPTURE 322-04-1110-6011110-292822333 $0 ($16,883) ($16,883) ($16,883) TOTAL SOURCES: ($2,133,000) ($29,800) ($2,162,800) ($2,077,800) USE OF FUNDS ENGINEERING 323-04-1110-5212115-296823516 $85,000 $29,800 $114,800 $29,800 RIGHT-OF-WAY 323-04-1110-5411120-296823516 $400,000 $0 $400,000 $400,000 ADVERTISING 323-04-1110-5233119-296823516 $3,000 $0 $3,000 $3,000 CONSTRUCTION 323-04-1110-5414110-296823516 $1,430,000 $0 $1,430,000 $1,430,000 CONTINGENCY 323-04-1110-6011110-296823516 $215,000 $0 $215,000 $215,000 TOTAL USES: $2,133,000 $29,800 $2,162,800 $2,077,800 W R ~roole Engineers, Inc. Engineers . Consultants . Surveyors . Planners March 15,2001 Augusta Richmond Coun1y Public Works Marvin Griffm 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 projec:;t 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 fc)r 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 (:onstraints may require minor improvements within the railroad right-of-way. We have recognized the existing adequate pavement width for two travel lames 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 pn:viously 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 pavem.~nt 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 antidpate 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 :;ix (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 wilth your department to review the plans. Following your acceptance of the plans w{~ 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 responst: time. We will contact the necessary utilities at the start of the project in an effort lto 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, !{~2/ Engineering Department rv1anager Attachments N J:.(;;). / /~/ ,~ I. --.--..-- PROJECT LIMITS ~) .-......- DR, _00_",". ~ } .... '\ .+-r . "" \ e 8 '''' .... 8; I SCALE: I" = 200' ,~ 1 \...,,/ I ~ N /;r.;;. / /~/ '- t ---- DRAINAGE PATTERN ) ., .--- . OR, --. ~ E), ej ~N '\ .-';- r . ,... j '\ SCALE: I" = 200' '.. ! . . Windsor Spriing Road Improvements Project - 'Phase II Opinioin of Probable Construction Cost 3/15/01 PAY UNIT TOTAL ITEM DI:SCRIPTION UNIT QUANTITY COST COST 150-1000 TRAFFIC CONTROL LS 1 $10000.00 $10000 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 BITUIVI 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, 41N SY 400 $21.00 $8,400 441-4020 CONC VALLEY GUTTER, 6 1,.,1 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 $12000 550-1080 STORM DRAIN PIPE 8 IN H:: 1-10 LF 50 $18.00 $900 550-1150 STORM DRAIN PIPE 151N 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 100 $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 $4500 610-0220 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 MARI<ING RRlHWY CROSSING SIGNAL EA 2 $300.00 $600 653-0120 THERMOPLASTIC PVMT MARI<ING ARROW TP2 EA 10 $150.00 $1.500 653-0210 THERMOPLASTIC PVMT MARt(lNG 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 51N. 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 DEIPTH 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" COlVlPLETE 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% ContinQencv = $30 622 Total Project Construction Cost = $336,840 NOTES: AUGUSTA-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, \V.R. Toole Engineers, Inc., Consultant, hereby agree to said Supplemental Agreement consisting of the above mentioned items and prices, and agree that this Supplemental Agre<ement 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. :<. day of fYlcu-ch , 2001. RECOMMEND FOR APPROVAL: CIT@.*u6uSTA-RICillvlOND.COUNTY AU~'?J~ I~ ri;" B oung, May qP~ed: Date IJ JJJl}L IJnrW~L- Approved: Date .3/..2..Rf I [ATTACHED CORPORATE SEAL] ATTEST: ~~ E~/ Title" c-"'r"r'>'-~ rI vy (k,d. Morno:r ( (SA02 - For changes greater than $10,000) January 2001 . . AUGUSTA-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 WindsoT 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 Engineer:ing 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 $114,800. Any modifications to submittal dates shall be as identified in the attached proposal. This agreement in no way modi:ties or changes the original contract of which it becomes a part, except as specifically stated herein. NOW, THEREFORE, We, \V.R. Toole Engineers, Inc., Consultant, hereby agree to said Supplemental Agreement consisting of the above mentioned items and prices, and agree that this Supplemental Agreement is hereby made a part of the original contract to be performed under the specifieations thereof, and that the original contract is in full force and effect, except insofar as it might be modified by this Supplemental Agreement. This 1:L day of (Ylar-ell , 2001. RECOMMEND FOR APPJROV AL: HMOND COUNTY j)$~~ Approved: Date 1~'OI [AITACHED CORPORATE.:> ALl ATTEST:~ ~~ Title' hJirflPt'"f'i'1 OPfl M(iikpC' (SA02 - For changes greater than $10,000) January 2001 . . ;; . . . AUGUSTA-RICHMOND COUNTY DEP ARTMENT OJ;? 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 0 f the above-described modification in the amount of $29,800, the contract amount is increased to $114,800. Any modifications to submiltal 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. day of (Ylo_reh , 2001. Thi s :<:<. IHg~~- Approved: Date S?.2) / [ATTACHED CORPORATE SiAL] ATTEST: ~ ~ ~ Cd/~ Title.j:;J"nl'("(','J IJ,.~ ~~r (SA02 - For changes greater than $lO,OOO) January 2001