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Home My WebLink AboutFee Justification Report (Design Approval to Final Tracings) JTL r ..../ r' ~ FEE JUSTIFICATION REPORT (DESIGN APPROVAL TO FINAL TRACINGS) HAMBURG PIKE IMPROVEMENTS FROM DUTCH LANE TO NEW ALBANY-CHARLESTOWN PIKE (1.96 MILES) PROJECT NO. C700004 DES. NO. 9185035 & 9185036 JEFFERSONVILLE, INDIANA APRIL 30, 2008 S:\Sydney\WPDOCS\9\920SF\Supplemental\Final Design Fee Report.doc r\ \ ' INDEX ITEM PAGE Project Description.... ........ ....... ............ .................... ..... ...................................... ..... ........ 1 Design Changes .. .............. ...... ............... ............. ........................................ ........ ..... ........ 1- 3 Update Topographic Survey.......... ..................... ...... ............... ..... .............. ............. ........ 3 Project Location Map. ......... ...... ....... .................. ..................................................... .......... 4 Road Construction Cost Estimate ................ .................... ...... ....................... ........... ........ 5-9 Bridge Construction Cost Estimate........... ................. ....... ................ ................ ...... .......... 10-11 Personhour Fee Justifications: Update Topographic Survey........... ..................... ..... ............. .................................... 12-13 Final Road Design Plans ......... ............ ...... ......... ........... .......... .................... .............. 14-15 Final Bridge Design Plans ....... ............. ........ .................... ........ ................. ................ 16-17 (\ Projected Average Salaries ............ ..... ........ ........ ..... ........ ............. ...... ............... ..... ......... 18 / Fee Summary ........... ............ ................. ........... ........... ............................... ........ ..... ......... 19 f\ S:\Sydney\WPDOCS\9\9205F\Supplementa1\Final Design Fee Report,doc PROJECT DESCRIPTION This project consists of improvements to Hamburg Pike, beginning just north of Dutch Lane and proceeding north to Charlestown-New Albany Pike, a total distance of approximately 1.96 miles. It is located in Survey No.'s 9, 19 and 20 of the Clark Military Grant in the City of Jeffersonville, Jeffersonville Township, Clark County, Indiana. The road is classified as a minor arterial. The proposed improvements will improve the street surface, surface drainage, and the vertical profile in order to increase user safety and reduce accidents. It consists of the installation of concrete curb and gutter and sidewalks on both sides of the road, widening the existing two lanes to 12' and providing a 14' wide two-way left-turn lane. A northbound right-turn lane will be provided on Hamburg Pike for the Quarry Road intersection. Also, a right-turn lane will be constructed for the realigned Charlestown Pike. Storm sewers will be constructed throughout the project. Culverts will be extended or replaced as necessary. Retaining walls will be installed in some locations to reduce the amount of permanent right-of-way needed for the project. (\ The proposed improvements also include rehabilitation and widening of the existing 2-lane bridge over Mill Creek. The existing structure consists of a 3-span prestressed box beam bridge with a clear roadway width of 27' -0". It has an asphalt overlay, 6" concrete curbs on each side and a steel beam guardrail attached to the box beam. The proposed project will widen the existing bridge structure on both sides to provide the same urban 3-lane section as the roadway. The widened structure will satisfy the current design requirements for safety and structural standards. The structure will continue to be a prestressed concrete box beam bridge with spans of 35' -9",35' -5" and 35' -3", and a clear roadway of 41' -0". DESIGN CHANGES The original design for the project as developed through the Design Hearing stage has undergone several changes prior to receiving design approval. The markups on the Design Hearing Plans were addressed prior to requesting design approval. Other major changes were made to the plans. These changes are based on several different factors and are summarized below. Roadwav Width 1. The proposed roadway width consisted of only two 12' lanes from Dutch Lane to Charlestown Pike. The design was changed to include a 14' wide two-way left-turn lane due to the request from the Board members of the Walnut Ridge Cemetery. Their agreement to provide the additional permanent right-of-way needed for the wider roadway design was the basis for the City of Jeffersonville to have the design changed through this area. Since this would have left approximately 2000 feet of the project as a 2-lane road, the City decided to continue the two-way center turn lane to the beginning of the proj ect. r\ S:\SydneylWPDOCS\9\920SF\Supplemental\Final Design Fee Report.doc 1 2. The northern 200 feet of the project was redesigned from the 3-lane section to four 11' lanes. This design concept was originally recommended in the capacity analysis report. This change was needed in order to provide adequate storage capacity for the heavy concentration of left-turn movements. The side-by-side left-turn lanes eliminate the conflicts created by the southbound left turns into the commercial entrances to the businesses located in the southeast quadrant and the northbound left turns at the traffic signal on Charlestown-New Albany Pike. 3. A northbound right-turn lane was added to the south approach at the Quarry Road intersection due to the high volume of trucks turning onto Quarry Road. Northbound trucks will actually stop in the existing through lane to stop traffic and allow trucks to enter onto Hamburg Pike instead of making the right-turn onto Quarry Road. 4. A westbound right-turn lane was added on the realigned Charlestown Pike to help improve the capacity of this intersection. Bride:e Rehabilitation and Widenine: (\ 1. Original design - The two 12' lanes with sidewalks on both sides required that the existing bridge be widened to provide the proposed sidewalks across the bridge. This involved removing the outer box beam, a portion of the substructure, and the exterior piles, and installing three new box beams on the extended substructure and new piling on each side of the bridge. The concrete sidewalk and bridge railing would be poured directly on the box beams. The existing asphalt overlay on the beams was to be replaced for the pavement area. The change in the number of lanes, and horizontal alignment discussed below, required that additional beams and piles be installed to provide the necessary width. A thicker asphalt overlay would also be needed. 2. Revised design - Since the existing bridge does not have any approach slabs, the new structure would only include a concrete bridge approach slab on each comer. After much discussion with INDOT personnel regarding this original design, INDOT recommended replacement of the whole superstructure and add a full width bridge approach slab on each end of the bridge. This requires that the existing end bent substructure be modified to accommodate the new bridge approach slabs. The original design was changed to incorporate INDOT's suggestions in order to receive approval for the rehabilitation work. Horizontal Alie:nment ~, f 1. There will be minor changes in the horizontal alignment of Hamburg Pike from its existing alignment. The current INDOT design criteria required that some horizontal curves in the original design be changed to meet the criteria. The proposed centerline has been modified for most of the proj ect. This is due to the changes in the width of the roadway and bridge from two to three lanes and the design constraints along the cemetery property. Also, to reduce the impact of the wider roadway on the residential properties across from the industrial park, and the change in the width of the road at the north end of the project. S:\SydneyIWPDOCSI9\9205F\Supplemental\Final Design Fee Report,doc 2 r, , 2. W oodlawn Avenue will be realigned to provide a 600 skew angle with Hamburg Pike. The close proximity of the road to Mill Creek and the bridge required that a reverse curve be created in order to provide the better approach angle. This alignment will provide better intersection sight distance next to the widened bridge. 3. Charlestown Pike will be realigned to the north to line up with Greenhill Drive and provide a 720 skew angle with Hamburg Pike. This alignment change, along with raising the elevation at the intersection, will provide adequate intersection sight distance. Vertical Alignment 1. The vertical alignment on Hamburg Pike will be improved throughout the length of the project. The existing roadway has four locations where there is a substandard crest vertical curve. Three of the locations will have the pavement raised on each side of the crest with the amount varying from 0.5 to 3 feet. This method of providing adequate stopping sight distance was changed from the original design for two reasons. First, it reduces the amount of utility relocations, of which part of the relocation costs would be reimbursable to the utility company. Second, it reduces the amount of time the roadway will be closed to through traffic using a detour. The fourth location requires Hamburg Pike to be lowered approximately 1.8 feet. Relocation of the existing telephone lines, which are in an easement, is unavoidable at this location. ~ r ' 2. The profile of Charlestown Pike will be raised as mentioned above. Not only does this improve the intersection sight distance, but also the stopping sight distance. Both of these criteria are very important due to the Thomas Jefferson Elementary School being located in the northeast quadrant of the intersection. UPDATE TOPOGRAPHIC SURVEY The topographic survey for the project was completed in July, 1992. At that time, the existing underground utilities were not field-located and included in the survey. The existing roadway has been resurfaced twice for most of the project limits. Some new commercial businesses and residential homes have been constructed. The INDOT utility coordination process requires that all existing utilities be contacted and a request made that they field-locate their facilities. The field-located facilities will be picked up on the survey and shown on the plans. This information will be used to determine what utility relocations will be necessary to construct the project. The existing pavement elevations need to be obtained in the areas where the road has been resurfaced. These elevations will be utilized to check the design profile grade and accurately compute the proposed asphalt resurfacing quantities. Also, the new topography needs to be surveyed in order to properly establish the final right-of-way needed for the project and to accurately finalize the road and bridge construction plans. S:\Sydney\WPDOCS\9\9205F1Supplemental\Final Design Fee Report,doc 3 r 1\ PROJECT NO. C700004 DES. NO. 9185035 & 9185036 HAMBURG PIKE IMPROVEMENTS JEffERSONVILLE, INDIANA J'ACOBI. TOOMBS & LANZ. INC. CONSULTING ENGINEERS 120 BElL AVENUE CLARKSVILLE. INDIANA 47129 (612) 266-6646 CHECKED: TLS APPROVED: JIL SCALE: ," = 2000. DATE: 4-24-2006 DRAWN: SGH S:\Ep2002\Projects\9205\V1CIN!TY IMP JOB No. 9205F . PAGE :I 4 r\ Estimate 9185035 Estimated Cost: $5,560,980.04 Contingency: 5.00% Estimated Total: $5,839,029.04 ,r'. t Hamburg Pike Reconstruction Base Date: 07/11/07 Spec Year: 06 Unit System: E Work Type: ROAD REHABILITATION (3R/4R STANDARDS) Highway Type: URBAN MINOR ARTERIAL Urban/Rural Type: URBAN Season: SUMMER County: CLARK Prepared by Jim Silliman on 07/11/07 Checked by Tom Schellenberg on 07/11/07 Approved by Jorge Lanz on 07/11/07 ~ f . 5 Estimate: 9185035 , . Line # Item Number Description SUl>l>lemental Description Quantitv Units Unit Price Extension r ") 0001 : Initial Group 105-06845 CONSTRUCTION ENGINEERING 110-01001 MOBILIZATION AND DEMOBILIZATION 0006 202-60820 SURFACE MILLING, ASPHALT 0010 205-06937 TEMPORARY SILT FENCE 5,980.00 LFT $1.41 $8,431.80 0012 211-07454 STRUCTURE BACKFILL 2,858.00 CYS $19.62 $56,073.96 v. , 401-07327 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm 0018 406-05520 ASPHALT FOR TACK COAT 45.40 TON 0020 601-02103 15.00 LFT GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 IN. SPACING 0022 603-00000 FENCE, CHAIN LINK, 84 IN. 0024 604-07900 CURB RAMP, CONCRETE, F 166.00 SYS $130.00 0026 604-07902 CURB RAMP, CONCRETE, H 7.22 SYS $130.00 4:43:02PM Fridav. Aoril18. 2008 6 Page 2 of 5 Estimate: 9185035 , . Line # Item Number Description Supplemental Description Quantitv Units Unit Price Extension HMA FOR APPROACHES, TYPE A 0032 611-06497 64.00 EACH MAILBOX ASSEMBLY, SINGLE $165.41 $10,586.24 0034 611-08232 7.00 EACH MAILBOX ASSEMBLY, SINGLE, RESET $50.00 $350.00 0036 615-06505 26.00 EACH MONUMENT, B $487.14 $12,665.64 0038 621-06575 18,300.00 SYS SODDING, NURSERY $2.59 $47,397.00 0040 703-51030 REINFORCING STEEL 0042 714-26708 12.00 LFT ~, CULVERT PRECAST BOX, REINFORCED CONCRETE, 8 FT. X 4 FT. c $1,000.00 $12,000.00 ~i;\:;,;,}&;:; 0044 715-00000 1.00 PIPE END SECTION, MIN. AREA 6.3 SFT 0046 715-00000 174.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 6.3 SFT $100.00 $17,400.00 0048 715-05048 PIPE, TYPE 4, CIRCULAR, 6 IN. 20,532.00 LFT $3.00 $61,596.00 0050 715-05149 PIPE, TYPE 2, CIRCULAR, 12 IN. 6,527.00 LFT $31.34 $204,556.18 0052 715-05152 PIPE, TYPE 2, CIRCULAR, 18 IN. 1,884.00 LFT $42.81 0054 715-05156 PIPE, TYPE 2, CIRCULAR, 30 IN. 651.00 LFT $48.00 r()('IC&) 715-05335 66.00 LFT $90.00 " PE, TYPE 2, DEFORMED, MIN. AREA 5.1 SFT. $5,940.00 0058 715-46005 PIPE END SECTION, 15 IN. 4:43:02PM 7 Frirl~v Ami! 18 2008 Page 3 of 5 Estimate: 9185035 . . Line # Item Number Description Supplemental Description Quantity Units Unit Price Extension 0064 718-99153 GEOTEXTILES FOR UNDERDRAIN 20,427.00 SYS $1.17 $23,899.59 0066 720-00000 JUNCTION BOX Type B 1.00 EACH $2,000.00 ,\,':~ $2,000.00 0076 720-45155 INLET, M10, MODIFIED 4.00 EACH $1,541.27 $6,165.08 0078 720-45605 STRUCTURE, MANHOLE RECONSTRUCT 0080 720-91973 9.00 EACH $3,004.83 $27,043.47 MANHOLE, H4 ; 0082 720-95409 1.00 EACH $3,000.00 $3,000.00 MANHOLE, J4, MODIFIED , 720-98555 7.00 EACH $2,107.48 $14,752.36 INLET, C15 0086 732-08420 4:43:02PM 8 i=rirl::l\l Anri! 1 R ?OOR Page 4 of 5 Estimate: 9185035 , . Quantity Units Unit Price Extension 0088 801-06196 5.00 EACH DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE ROUTES $211.94 0090 801-06625 DETOUR ROUTE MARKER ASSEMBLY 0092 802-76025 120.00 SFT $19.97 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 0.080 IN. THICKNESS 0094 802-76045 65.00 SFT SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 0.125 IN. THICKNESS 0096 808-06703 15,718.00 LFT LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 0098 808-75240 19,048.00 LFT LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 IN. $0.37 $7,047.76 808-75297 429.00 LFT . ~ANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24 IN. 0102 808-92027 51.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN. Total for Group 0001: $5,560,980.04 r-'\ 4:43:02PM Frirl::lv Anril 18 2008 9 Page 5 of 5 Esti mate 9185036 Estimated Cost: $626,443.37 Contingency: 5.00% Estimated Total: $657,765.54 ~ Hamburg Pike Bridge No. 410, Mill Creek, Three Span Bridge superstructure replacement & substructure widening Base Date: 07/11/07 Spec Year: 06 Unit System: E Work Type: BRIDGE WIDENING Highway Type: URBAN MINOR ARTERIAL Urban/Rural Type: URBAN Season: SUMMER County: CLARK Prepared by Jim Silliman on 07/11/07 Checked by Horacia Urieta on 07/11/07 Approved by Thomas Schellenberg on 07/11/07 10 Estimate: 9185036 , . Line # Item Number Quantitv Units Description Supplemental Description .r-, l . J 0001: Initial Group Unit Price Extension 0002 110-01001 1.00 LS MOBILIZATION AND DEMOBILIZATION $28,823.20 $28,823.20 0004 202-51328 1.00 LS PRESENT STRUCTURE, REMOVE PORTIONS $10,000.00 0006 701-51160 792.00 LFT $35.00 $27,720.00 PilE, STEEL SHEll, 14 IN. 0008 703-51030 10,051.00 lBS REINFORCING STEEL 0010 704-51002 267.20 CYS $505.58 $135,090.98 CONCRETE, C, SUPERSTRUCTURE 0012 707-05978 1,496.00 lFT STRUCTURAL MEMBERS, CONCRETE BOX BEAM, CB, 21 IN. X 48 IN. $172.00 $257,312.00 (, 728-98377 MASONRY COATING 1.00 LS $1,600.00 Total for Group 0001: $626,443.37 -, { \ 4:43:55PM i=rirl::ll/ Andl 1 R ?nnR 11 Page 2 of 2 (\ r \ >- W ~ :::Jz 000 0- - I-- :t:<( c..o ~~ C)I-- 000 c..:::J 0'" I--W WW I--LL <( C c.. :::J el\ U) m :a: 0 O~ ~N _z -c::( m..J 00 Oz ~c::( It) ns S r:: -I ~.~ ~ ;; -g 0 - I- - ..2! d = -I Z > <( r:: I- , 0 0 f:3 In I- o ... ! 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PERSONNEL 2008 2009 2010 Average Hourly Rates for Project CLASSIFICATIONS (+4.0% ) (+4.0%) 2008-30%, 2009-60%, 2010-10% Senior Engineer $50.45 $52.4 7 $54.57 $52.07 Project Manager $39.75 $41.34 $42.99 $41.03 Survey Manager $36.05 $37.49 $38.99 $37.21 Project Engineer $35.00 $36.40 $37.86 $36.13 Design Engineer $27.50 $28.60 $29.74 $28.38 Sr. CAD Manager $36.40 $37.86 $39.37 $37.57 CAD Technician $20.00 $20.80 $21.63 $20.64 Survey Technician $18.50 $19.24 $20.01 $19.09 Survey Crew - 2 Man $38.50 $40.04 $41.64 $39.74 GPS Equipment $20.00 $20.80 $21.63 $20.64 Clerical $15.00 $15.60 $16.22 $15.48 Yearly Hourly Rate Adjustment Factor = 4.0% The percentage of Road and Bridge Design Plans to be performed in each payroll cycle follows: January 2008 - December 2008 = 30% January 2009 - December 2009 = 60% January 2010 - December 2010 = 10% Update Topographic Survey is to be performed in 2008. r S:ISydneylWPDOCS\9\920SF\SupplemenlallAverage Salary Rates.xls 18 {\ r {\ ~ ,r'. r . \ FEE SUMMARY Update Topographic Survey $ 7,000.00 Final Road Design Plans $ 94,200.00 = Final Bridge Design Plans $ 18,800.00 TOTAL MAXIMUM ESTIMATED FEE $ 120,000.00 S:ISydneyIWPDOCS\9\920SF\Supplemenl.l\Final Design Fee Report.doc 19