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Home My WebLink AboutUnited Consulting/Addl Serv 5/ENG/$29,300/Pittman Drive DesignUnited Consulting Engineers & Architects Engineering - 2012 Appropriation #2006 bond; P.O. #26543 - Contract Not To Exceed $29,300.00 ADDITIONAL SERVICES AMENDMENT TO Q�or, AGREEMENT FOR PURCHASE OF GOODS AND SERVICES THIS AMENDMENT TO THE GOODS AND SERVICES AGREEMENT ( "Agreement") entered into by and between the City of Carmel and United Consulting Engineers & Architects (the "Vendor), as City Contract #060210.02, dated June 2, 2010, shall amend the terms of the Agreement by adding the additional services to be provided by Vendor consistent with the Scope of Work attached hereto and incorporated herein as Exhibit "A ". Furthermore, the terms of the Agreement shall be amended to include the E- verify requirement as stated in Indiana Code § 22 -5 -1.7 et seq., which is attached hereto and .incorporated herein as Exhibit 'B ", as well as the required E- verify Affidavit, attached hereto and incorporated herein as Exhibit "C ". The .terms and conditions of the •Agreement shall not otherwise be affected by this Additional Services Amendment and shall remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment as follows: CITY OF CARMEL, INDIANA United Consulting Engineers & Architects by and through its Board of Public Works and Safety By: ,UorPree h 1 James Brainard, Presiding:Officer Date: Lori S. (W . ,' v ember Date: ATTEST: rr iana Cordray, IA (, :Clerk- Treasurer Date: / Sr-7 ignature Printed-Name iWeS(i `t Title 4401 t. '�b"tt ttetI FJD/TIN: 35 _ 110 S4-IGj Last Four of SSN if Sole Proprietor: Date: )AL& t�/r 9 t �p t. UV?, U1 tW.mrappORTscr Data: AclinsALAW■ibareProCSverle Goods SvalEagmssnn11211131 TED CONSULTING ENG7NEfRS.F ARCHITECTS Add, Svcs Ammd 1/SA16.7/27f201211 :16 AMJ July 24, 2012 Mr. Dave Richter, P.E., L.S. United Consulting Engineers & Architects 1625 N. Post Road Indianapolis, IN 46219 -1995 JAMES BRAINARD, MAYOR RE: Additional Service Amendment #5, PO # 26543 Dear Mr. Richter: As we discussed, the City of Carmel has a need for additional professional services and pursuant to our current contract with United, Contract #060210.02, dated June 2, 2010, I have requested and received from you the proposed scope of services and fee estimates for the following work task: Additional Service Amendment #5— 10 -10; Illinois Street Extension, Spring Mill to 106th Design Engineering Supplement; Pittman Drive Not to Exceed: 29,300.00 Per our contract procedural requirements, I hereby approve these Additional Professional Services estimates, and request that the Board of Public Works ratify the above referenced Contract Amendment. PLEASE NOTE Please be advised that "Additional Services" performed on City contracts must be billed separately from the original contract and other additional services. More importantly, the invoice must reference the appropriate Additional Service # and P.O. # shown above. Invoices received without the Additional Service # referenced will be returned for proper identification. Thank you for your continued assistance in providing the City of Carmel with your professional, quality services. If you should have any questions, please give me a call. Sincerely, Michael T. McBride, P.E. City Engineer Exhilgt ,4 ) Lib R iewed and a ►.roved by: S. C. En ; :-]king Director of Administration DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 F x 317.571.2439 EMAIL engineering @carrnel.in.gov UNITEfb Consulting= June 28, 2012 Mr. Michael McBride, P.E. City Engineer - City of Carmel One Civic Square Carmel, Indiana 46032 RE: PITTMAN DRIVEWAY SUPPLEMENTAL REQUEST For reconstruction of Illinois Street from Spring Mill Road to 106th Street Dear Mr. McBride: In accordance with your request at the conclusion of our on -site meeting with Dr. Pitman on June 6, 2012, we have prepared this Supplemental Request pertaining to moving the proposed Pittman drive connection from Illinois Street to 1-06th-Street. The proposed driveway is located on 106th Street approximately 300 feet west of the Illinois Street roundabout. The proposed driveway is 15 feet wide with a normal crown and a four foot sloped grass shoulder on each side. It is proposed to be approximately 425 feet long and matches the existing driveway alignment and elevation just south of the existing tennis court. Also discussed during the June 6, 2012 meeting at Dr. Pittman's was the relocation of the existing orange, brick "sight- screen" wall that generally runs along the existing west right -of -way line of existing Illinois Street. The City had previously commented to Dr. Pittman that this wall would be relocated with the Illinois Street project. Dr. Pittman asked that this relocated wall follow just west of the proposed path on the west -side of relocated Illinois Street. The existing wall will be removed, and approximately 500 -feet of proposed wall constructed. This request is provided for your review and approval, although the Survey has already been completed per your verbal direction on June 6, 2012. This Request contains the following items: > Project Location Map ➢ Project Budget Estimate > Project Manhour Justification spreadsheets • Project Construction Cost Estimate ➢ Copy of our May 18, 2012 Letter If you have any questions or comments, please contact our office at your convenience. Sincerely, UNITED CONSU Da Presiden enclosures c: File pending (11 -408) 2 L' Christopher L. Hammond, P.E. Transportation Department Manager Exhibit 4- 1!t: /'.. 840 8.55 825 1- l AI MY. • gall, 1, -ma M- i Ho%Je St,. 14418.74 the 'PR-if .t: Begin Proids Sae. 10+0100 Line "R-0' Elev. 818.19 815 810 805 iQ7 11111111111111111111111111 NM 10K0 It.0d V..% UNITED -- Cann Itin . 1629 N. Pmt gnarl IndumpJU IN 16217 Pl.rt 317- 67:r265 1'a� 917- £7r2.3.36 12.00 13400 IWO 825 820 815 810 805 MR KM.. CITY OF CARMEL ST. EXTENSION .otu1,30. WOOL nu ..w.... SCALD OCSIODATION OM. ,,Clan OM 1 . • , camas PI own. dM I PROPOSED DRIVE RELOCATION tuntr e0o. - - -- N� OCCKED OA (21[0:111 m 0pN1R"1 OICCI City of Carmel Illinois Street Project Budget Cost Estimate Pittman Driveway Relocation Design Survey Driveway Design and Plans Small Structure Design and Plans Geotechnical Investigation Sight- Screen Wall Detail and Specification TOTAL DESIGN ENGINEERING Pittman. Driveway Cost (March 2013).- 3% inflation rate /year from 2012 Construction Inspection (Periodic) - of Driveway and Wall Utility Relocation Cost TOTAL CONSTRUCTION COST TOTAL PROJECT DEVELOPMENT COST $2,100 $2,600 $17,900 $5,500 $1,200 $29,300 $158,000 $7,900 $0 (1) $165,900 $195,200 (1) It is anticipated that there will be no Utility Relocations required, which will be confirmed upon completion of Survey. By: JRS Checked By: JAR CONSTRUCTION COST ESTIMATE Illinois Street - Pittman Drive off of 106th Street Date: Date: 5/2/2012 5/7/2012 Pay Item Description Quantity Units Un/t Price Extension 105 -06845 CONSTRUCTION ENGINEERING 1 LS $2,000.00 $2,000.00 201 -52370 CLEARING RIGHT OF WAY 1 LS $10,000.00 $10,000.00 202 -91840 FENCE, CHAIN LINK, REMOVE 360 LFT $1.80 $648.00 202 -93763 LIGHT STANDARD AND FOUNDATION, REMOVE 4 EACH $375.00 $1,500.00 203 -02000 EXCAVATION, COMMON 881 CYS $10.00 $8,810.00 203 -02070 BORROW 854 CYS $14.00 $11,956.00 205 -06930 SPLASHPAD, RIPRAP 6 TON $15.00 $90.00 205 -06937 TEMPORARY SILT FENCE 360 LFT $2.50 $900.00 205 -06938 TEMPORARY SLOPE DRAIN 60 LFT $20.00 $1,200.00 207 -08267 SUBGRADE TREATMENT, TYPE IIIA 699 SYS $15.00 $10,485.00 211 -09265 STRUCTURAL BACKFILL, TYPE 2 118 CYS $30.00 $3,540.00 406 -05520 ASPHALT FOR TACK COAT 1 TON $350.00 $245.00 601 -99105 GUARDRAIL, W -BEAM, 6 FT 3 IN SPACING 100 LFT $17.00 $1,700.00 610 -07487 HMA FOR APPROACHES, TYPE B 192 TON $90.00 $17,280.00 611 -06497 MAILBOX ASSEMBLY, SINGLE 1 EACH $160.00 $160.00 616 -02320 GEOTEXTILES 267 SYS $2.00 $534.00 616 -06405 RIPRAP, REVETMENT 178 TON $28.00 $4,984.00 621 -06567 WATER 3 kGAL $1.00 $3.00 621 -06570 TOPSOIL 82 CYS $15.00 $1,230.00 621 -06575 SODDING, NURSERY 745 SYS $3.00 $2,235.00 714 11XXX STRUCTURE, REINFORCED CONCRETE BOX SECTIONS, 24FTX6FT 30 LFT $2,000.00 $60,000.00 SUBTOTAL $139,500.00 CONTINGENCY (10 %) $13,950.00 SUBTOTAL $153,450.00 PROJECT TOTAL (with 3% inflation for 1 year): $158,000 vUNITED f,k Consulnne� aY, Supplemental Design St roc) a tL JUSTIFICATION Spring Mill Road to 106th Street off of 106th Street MAN -HOUR Illinois Street from Pittman Drive DESCRIPTION Department Manager Project Surveyor ��, Designer Survey Crew Chief Survey Technician Research Section Comers/Alignment /Benchmarks Property Owners /DeedslPlats /Survevs Existing Plans/Grants/Right of Way Utility Locates/Coordination Control Recon 1 I Section Comers/Alignment/Benchmarks Centerline/ROW Monuments Control Points 1 I Level Circuits/TBM'S 1 I Set & Reference Alignment Topography._. . Cross Sections 2 2 Pond(s) Utilities Structure Details Misc. (houses, signs, fences, trees, etc.) 2 2 Office Process Control I I Process Topo 1 Build T.I.N. 2 Misc. Drafting I Station /Offset Notes Plot Deeds Property Lines Location Control Route Survey Plat Field Book TOTAL HOURS 1 5 0 7 7 BILLING RATE S184.00 S122.00 S115.00 599.00 S87.00 DIRECT SALARY COST S 184.00 S 610.00 S - S 693.00 S 609.00 S 2,096.00 Expenses Copies/Recording Fee Existing Plans (Road and Railroad) Lodging Per Diem Mileage S 35.00 iIOTAL EEE , ;'- ; ,. ,,'> P r zt �t z ' ,WC '1'. 5r w3 `s' a2;L00w UNITED CONSULTING 3:31 PM 6/20/2012 UNITED ,..,,,.,,tit „g p � DI rviwai Ucslrtni In j.dinst wR _ �� .4, ^k za MAN -HOUR JUSTIFICATION Pittman Driveway Relocation City of Carmel, Illinois Street fron Spring Mill Rd to 106th Street DESCRIPTION Department Manager Team Leader Project Manager Project Engineer Design Engineer CAD Designer I Incorporate Additional Topographic Survey data 95% Plan Submission Horizontal design 1 I Vertical profile design 1 Typical Section 1 Create separate Plan & Profile Sheer I Cross - Section development I 2 Revised Construction Limits I I Define "Temporary Right-of-Way” area I I Quantity Computations I 1 Cost Estimate 1 Final Plan Submission Revisions from ASl (Pittman's Site Engineer) 1 I 3 TOTAL HOURS 0 0 8 0 2 11 BILLING RATE S 184.00 S 168.00 $ 136.00 S 122.00 S 110.00 S 115.00 DIRECT SALARY COST $ - S - S 1,088.00 5 - S 220.00 S 1,265.00 S 2,573.00 TOTAL FEE S 2;600 ED CONSULTING 6/18/2012 UNITED C,41.11.. ; Small Structure Design and Plans f'$ MAN -HOUR JUSTIFICATION Street from Spring Mill Road to 106th Street Pittman Drive off of 106th Street Illinois DESCRIPTION Department Manager Team Leader Project Manager Project Engineer Design Engineer CAD Designer Hvdrologv & Hydraulics Hydrology& Hydraulics 2 4 8 Hydraulic Calculations 2 8 16 Drainage Report Figures 4 8 Preliminary Plans Preliminary Structure Geometries 1 2 4 Preliminary Structure Detail Sheet 1 2 4 Preliinary Retaining Wall Layout 1 2 Prelininary Retaining Wall Detail Sheet I 2 Preliminary Roadside Safety Design 2 4 Preliminary Quantities and Cost Estimate 1 8 Stage'3'Pians. --- - -- Geotechnical Coordination 2 2 Final Structure Geometries 1 2 4 Retaining Wall Design I 2 4 Retaining Wall Details 1 2 4 Finalize Safety Features I 2 Finalize Structure Detail Sheet 1 2 4 Prepare Final Quantities and Estimate 1 6 Tracings Final Plans and Signatures 2 I 4 Update Final Quantities and Estimate 1 4 Structure Shop Drawing Review 2 6 TOTAL HOURS 0 9 33 0 81 26 BILLING RATE S 184.00 S 168.00. S 136.00 S 122.00 S 110.00 S 115.00 DIRECT SALARY COST S - S 1,512.00 S 4,488.00 S - S 8,910.00 S 2,990.00 S 17,900.00 r ' t6P * $ TOTAL FEE y ?3Rii83sfx1bN .. ?' ..i ,6, s�31 ; r.;.a.. , + F ? 17,90 0 .� .. UNITED CONSULTING 6/14/2012 June 18, 2012 Mr. Chris Hammond, P.E. United Consulting 1625 North Post Road Indianapolis, IN 46219 -1995 Dear Mr. Hammond: A/?TH PLO/0.9T /ON t, 7770 West New York Street Indianapolis, IN 46214 -2988 317 -273 -1690 (FAX) 317 - 273 -2250 2204 Yankee Street Niles, MI 49120 269-262-4320 (FAX) 269 - 262.4479 Re: Proposal for Professional Services Geotechnical Addendum Illinois Street Improvements and Realignment Carmel, Hamilton County, Indiana EEI Proposal No. P1 -12 -332 We appreciate the continued opportunity to work with United Consulting (UC). To summarize, the following proposal includes a brief description of our understanding of the required project changes, a discussion of our approach to addressing these items, a schedule, and an estimate of our fees. As you are aware, this proposal is in response to your request via electronic correspondence on June 15, 2012. PROJECT DESCRIPTION We understand that additional geotechnical work is needed for the Illinois Street Improvements and realignment project in Carmel (using local funds). Based on information provided, a separate driveway with a 24 ft by 6 ft box culvert is planned to access the Pittman property, and a 500 -ft long by 2 -ft wide "sight- screen" wall is planned between the Pittman property and the realigned Illinois Street. In addition to this, a review of the plans indicate the modular block wall at the southeast corner of the intersection of Illinois and 106'h Street is anticipated to be approximately 24 ft in height in lieu of the original 10 ft, and a proposed 13 ft earth cut is planned for Illinois Street about 400 ft south of 106th Street. PURPOSE AND SCOPE OF SERVICES The purpose of our services will be to provide an addendum to the original geotechnical evaluation of the subsurface conditions and assess the impacts of these conditions on the proposed construction. Our scope of services for this project will include: 1. Performing seven exploratory test borings to depths of 10 to 30 ft below the existing ground surface (actual depths will be dependent on the planned earth cuts or fill at the proposed elements). The exploratory work will be performed with ATV - mounted drilling equipment using hollow stem augers to advance the borings. Standard Penetration Test (SPT) sampling will be performed in the borings at appropriate intervals. The borings will be backfilled at completion of the field work in accordance with the city of Carmel requirements. EEI will locate the borings using measurements from existing site features Geotechnical Engineering • Materials Engineering and Testing • Exploratory Field Services Mr. Chris Hammond, P.E. United Consulting Illinois Street Improvements and Realignment Addendum — Cannel, IN June 18, 2012 Page 2 shown on the plans to be provided. In addition, we will contact Indiana Underground Plant Protection Service, Inc. to arrange an underground utility line location check; 2. Performing laboratory tests including visual soil classification, Atterberg limit determinations, hand penetrometer readings, unconfined compression, moisture content; 3. Preparing an addendum report which will include a summary of our findings and recommendations for geotechnical considerations regarding: a. Subgrade preparation and fill placement, including recommendations for improvement of the subgrade, if necessary; b. Sight- screen retaining wall and modular block wall foundation design considerations including an analysis and external stability; c. Box culvert recommendations; and d. Potential construction problems due to the subsurface conditions encountered (e.g., excavations and dewatering). SCHEDULE We are typically able to mobilize within ten days after notice to proceed. The field work will likely require two days to complete pending favorable weather conditions. After the field work is completed, the laboratory testing will take up to 10 days. We anticipate submitting a geotechnical addendum report within two weeks after the laboratory work is completed for a total project duration of about four to five weeks. Preliminary verbal recommendations can be provided as necessary. COST We propose to provide our services on a time - and - expense basis in accordance with the unit rates provided in the attached Cost Estimate. We estimate the cost of completing this evaluation to be on the order of $5,420. Please recognize that the total cost is approximate because it is based on estimated quantities. If any significant variation develops during the course of the evaluation, we will advise you so that our efforts can be effectively directed. We understand that your firm will amend our subconsultant agreement. EARTH EXPLORATION Mr. Chris Hammond, P.E. United Consulting Illinois Street Improvements and Realignment Addendum — Carmel, IN CLOSURE June 18, 2012 Page 3 Thank you for considering Earth Exploration, Inc. for this work. We look forward to providing our services on this project. Should you have any questions about this information, please feel free to contact us. Sincerely, EARTH EXPLORATION, INC. Curtis R. Bradburn, P.E. Senior Geotechnical Engineer CRB:MSW Attachment: Cost Estimate EARTH EXPLORAT /ONE. COST ESTIMATE Geotechnical Addendum Illinois Street Improvements and Realignment Carmel, Hamilton County, Indiana EXPLORATORY FIELD ACTIVITIES Mobilization and demobilization 1 LS $300.00 / LS 300.00 Test boring with SPT sampling 150 ft $14.00 / ft 2,100.00 Shelby tube sampling ea $60.00 / ea ATV - mounted equipment 2 day $300.00 / day 600.00 Rock coring ft $31.00 / ft Rock core set -ups ea $85.00 / ea Soundings ft $7.50 / ft Pavement cores ea $120.00 / ea Road closure day $100.00 / day Traffic control (flagmen) day $500.00 / day Boring layout,: permits and utility coordination 1 LS $500.00 / LS 500.00 Support truck 2 day $50.00, / day 100.00 LABORATORY Visual soil /rock classification, moisture content and hand penetrometer readings Atterberg limits Unconfined compression test ENGINEERING Analyses and report of findings 2 hr 2 ea 4 ea Subtotal 3,600.00 $75:00 / hr $75.00 / ea $80.00 / ea 150.00 150.00 320.00 Subtotal $620.00 1 LS $1,200.00 / LS 1,200.00 Subtotal $1,200.00 Estimated Total $ 5,420.00 EARTH CXPLORAT /ONE \f2(1?)( Ics)NITE Consulting= May 18, 2012 ENGINEERING ENVIRONMENTAL INSPECTION LAND SURVEYING LAND ACQUISITION PLANNING WATER & WASTEWATER SINCE 1965 OFFICERS rat•• E. Hal, PE Da :a nxr,;s-. PE PLS S :cvtW.Jones C:.as'tfil:rR. Pa • PE E (cnE',arlPE Rcr..e. PE PROFESSIONAL STAFF Ja:: ;D R:uia•FE And'au T. Vk J. PE L Sktfe . r'JCP Ca 7}1 P. Y.'uoz:'n_t;. PE Morn C. ?oil PE t.-rrAS.Ob;'har1 AICP E Ra;'7e'e Pent■,rn, PE Tu'r%Ffi /J Cc inta.PLS Brat Sr. Cr:3, PE E Cbf.. a. PE 5w: ■ R. a a/. PE Y.a :•a•d A E7r"tcif,._ PE Kurt C. Ca rar y. PE eras P:1sn.PE Che•V- <i f t. Ma,•tsncrJ. PE PM D. Gt .b,i h, PE ErarS.Frc-, A.Pc Jay N. Rv!?S. PE Cirut:td'.r J. Dyaf. PE ttir.l::,R t cc, PE 10,9441A, Rugs. PE christ.ver J ::het' , PE R Gets PE J orryARtaa;sm,PE PSxa L�.FE heA 2.Kfia:,PE tu:i;J G:Lti:r.I:,PLS t;4._nCy D taoara. PE Ka: ±; J LaVa•‘e . PE FE Jain O. F.ev PIS Scc;.. G. t.tr,nd FE (nil; Batreti. PE Mr. Michael McBride, P.E. City Engineer City of Carmel One Civic Square Carmel, IN 46032 RE: Pittman Driveway Investigation Illinois Street from Spring Mill Road to 106th Street Dear Mr. McBride: In accordance with your request we are providing_the followina_ information _pertainina to moving the proposed Pittman drive connection from Illinois Street to 106th Street. This detailed information is provided for your review and concurrence that we should make these changes. Please note that a DNR decision discussed below, could determine that this solution is not feasible. The driveway is located on 106th Street approximately 300 feet west of the Illinois Street roundabout. The cross section of the driveway is 15 feet wide with a normal crown and a four foot sloped grass shoulder on each side. The driveway is approximately 419 feet long from the edge of pavement at 106th Street to a point which matches the alignment and elevation of the current driveway just south of the existing tennis court. Please see the attached figure. The proposed driveway will require clearing a large number of trees. Mr. Pittman's tennis court, its surrounding fence and lights will also require removal. The steep terrain northwest of the tennis courts will have to be leveled to construct a drivable grade resulting in additional earthwork impacts. An unnamed tributary to Williams Creek cuts across the alignment of the proposed driveway approximately 100 feet south of 106th Street. Impacts to the stream include approximately 30 feet of enclosure and a total disturbance of approximately 55 feet. At the point where the proposed driveway crosses the stream, we have calculated the upstream drainage area to be 0.96 mil. If the drainage area is Tess than one square mile a DNR Construction in a Floodway Permit will not be required to connect Mr. Pittman's driveway to 106th Street. This is contingent on DNR agreeing with our drainage area calculations; therefore, we have transmitted DNR our calculations for the new drainage area for their concurrence. We anticipate that a 24 ft. x 6 ft. box culvert will be required for the Mr. Pittman driveway stream crossing. This would provide a hydraulic opening which provides backwater of approximately 0.94 feet and 1.59 feet of - freeboard. If DNR disagrees with our drainage area calculations and determines that a Construction in a Floodway permit is required, then the level of effort to provide this crossing increases significantly. The hydraulic model would need to be completely revised to incorporate previous permit models, DNR would restrict the allowable backwater to 0.14 feet which would increase the size of the required opening of the box culvert, and it would open the project to additional mitigation measures required by DNR. Pittman Driveway Investigation Illinois Street from Spring Mill Road to 106`h Street May 18, 2012 Page2of2 Additional stream mitigation will be required for the additional disturbance through the project's IDEM 401 and USACOE 404 permits. The project will remain a Regional General Permit, despite the additional impacts. No additional wetlands impacts would be generated by construction of this crossing. The construction cost for the driveway is estimated to be approximately $154,000. Please see the attached construction cost estimate. The 24 ft. x 6 ft. box culvert and wing walls make up a significant portion of this estimate. The rest of the estimate consists of earthwork, pavement and incidental construction items. This cost does not include mitigation costs at this time. Additional mitigation costs will be determined upon further coordination with the permitting agencies. To incorporate a driveway connection to 106`h Street, additional survey, hydraulic design and box culvert design will be required. We have determined that the cost to complete the additional survey will be $2,100. We have determined that the cost to complete the additional design and plans for the driveway and box culvert will be $17,900. The required design and plan revisions will be completed concurrent with the project schedule which is a bid date of July 19, 2012. Please review the information and discuss it with Mr. Pittman. Please provide direction on whether or not to include this driveway in the plans by May 25, 2012. If you have any questions or comments, please contact our office at your convenience. Sincerely, UNITED CONSULTING Chris Pope, P.E. Vice- President enclosures c: file 11 -408 Christopher L. Hammond, P.E. Transportation Department Manager ED CONSULTING 6/28/2012 ,. . Slcht- Screen Wall Detail nd Specific Lion MAN -HOUR JUSTIFICATION Pittman Driveway Relocation Carmel, Illinois Street from Spring Mill Rd to 106th Street UNITED .-.— 'Consuhmg"" City of DESCRIPTION Department Manager Team Leader Project Manager Project Engineer Design Engineer CAD Designer Incorporate Additional Survev 1 95% Plan Submission Horizontal design 1 Vertical profile design 1 Wall Detail 1 2 Existing 1VaIl Removal Spec. 0.5 Proposed Wall Installation Spec. 0.5 Quantity Computations 0.5 Cost Estimate 0.5 Final Plan Submission Revisions from ASI (Pittman's Site Engineer) 1 1 TOTAL .HOURS - - ... --0. n z- _ - 0 ! 6 BILLING RATE S 184.00 S 168.00 S 136.00 S 122.00 S 110.00 S 115.00 DIRECT SALARY COST S - S - 5 408.00 S - S 110.00 S 690.00 S 1,208.00 T)O FA'LFEE • +. Ea_ •'sk }'��'+e... ✓Gd `3t'.t + &- tatci5. '231 .. dE ' a�S _ '�' s s � ) . R. " )�s, i� , k .4L" tf . p s ``Y?''° ,'C' `.' � � ` `4 .. }. k s`l.` .. ;,{� • 5 f .tee : �. £ :. �'`� ,200t ' .. , ED CONSULTING 6/28/2012