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HomeMy WebLinkAboutVII (G 1-4) Proposals for Engineering Services with PEC Agenda 2- 16-99 M Item VII G 1-9 "CENTER OF GOOD LIVING-PRIDE Of WEST ORANGE" MAYOR•COMMISRIONER S.SCOTT VANDERGRIFT Ocoee COMMISSIONERS O� c CITY OF OCOEE DANNvuowt ,I. �, pais1I50 N. 07)65 TORE DRIVESWOT ANIONERS41�� DERSON SCOTT A. GLASS y Oa OCOEE,FLORIDA 34761-2258 NANCY J.PARKER n� �� (407)656-2322 yf VVV"' ,\� CITY MANAGER FO OF G000\\ ELLIS SHAPIRO MEMORANDUM DATE: February 12, 1999 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E., City Engineer/Utilities Director, SUBJECT: Maguire Road The proposed Maguire Road widening project runs from south of Roberson Road, north to State Road 50, and recently has been extended to just north of the proposed Maine Street/Maguire Road intersection. For ease of identifying the various components of the work, we have divided the proposed job into four phases. These phases refer to sections of the total job, not to the order in which they are to be constructed. Phase I covers the area from just south of Roberson Road to just south of the Florida's Turnpike overpass. Phase II covers the area from just south of the Florida's Turnpike overpass to Professional Parkway. Phase III covers the area from Professional Parkway to State Road 50. Phase IV covers the area from State Road 50 to the proposed Maine Street/ Maguire Road intersection. In addition to these segments, we have identified a need for a comprehensive alignment study for Maguire Road from State Road 50 north to Franklin Street( State Road 438). The design of Phase I was authorized on January 3, 1996 in the amount of$373,535.00, and is approximately 80%complete. We have not been pushing to complete the design of this phase since there were several property acquisition and retention pond siting issues to work out. Cl- a We have been in contact with the Turnpike Authority, and have received a draft Joint Participation Agreement from them. Under the terms of this Agreement, the City of Ocoee will be reimbursed by the Turnpike Authority for up to one million dollars of the costs associated with the bridge work in Phase II. The agreement is not in final form yet, but we believe we will be able to bring it to you for execution within the next 30 to 45 days. The attached alignment study proposal will establish the alignment of a four-lane Maguire Road from State Road 50 north to Franklin Street. This will allow us to determine what right-of-way is required from the various parcels along the route. With that information, we can work with property owners as the parcels are brought in for development, and can avoid allowing development in an area that would be needed later to widen Maguire Road to a four lane section. The estimated construction cost for the widening of Maguire Road from Roberson Road to State Road 50 is $8,300,000, and the estimated construction cost for the widening of Maguire Road from State Road 50 to Maine Street is $1,000,000. The total of the design fees for Phases!, II, III and IV is $1,014,163. This total represents 10.9% of the estimated construction cost. I recommend that the City Commission authorize the Mayor and City Clerk to execute the design proposals for Phase II in the amount of$320,727.00, Phase III in the amount of$173,299.00, Phase IV in the amount of$146,602.00, and the Alignment Study in the amount of$33,888.00. ADDENDUM NO. 99-4 TO AGREEMENT FOR CONSULTING ENGINEERING SERVICFS INCLUDING ENGINEERING SERVICES FOR MAGUIRE ROAD ALIGNMENT STUDY AND ALTERNATIVES ANALYSIS This Addendum No. 99-4 hereinafter called the Addendum, as of this day of 1999, shall constitute an Addendum to the Agreement for Consulting Engineering Services between the City of Ocoee, Florida (the CITY) and Professional Engineering Consultants, Inc., 200 East Robinson Street, Suite 1560, Lake Eola Centre, Orlando, Florida (the CONSULTANT), dated the 21st day of August, 1984, hereinafter referred to as the AGREEMENT. WHEREAS, the CITY and CONSULTANT entered into an AGREEMENT whereby the CITY retained the CONSULTANT to provide professional engineering services as required from time to time, and WHEREAS the CONSULTANT will perform consulting engineering services for the CITY as herein defined. NOW THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth on the part of both parties to be kept and performed, the parties do mutually agree as follows: Section 1 - Services of the Consultant 1.1 The CONSULTANT shall perform the Engineering Services as outlined in the attached proposal dated January 22, 1999 relative to the provision of consulting engineering services to the CITY. Section 2 - Compensation 2.1 Compensation by CITY for engineering services for the Maguire Road Alignment Study and Alternatives Analysis are provided under this Addendum shall be computed under Paragraph 6.1.2.3 of the Agreement, utilizing the Lump Sum Method of Compensation with the compensation for this authorization not-to- exceed $33,888.00 as outlined in the attached proposal and manhour fee. Section 3 -Time of Completion 3.1 The CONSULTANT shall provide the engineering services within a 120 day period from the notice to proceed as outlined in the attached proposal. IN'WITNESS WHEREOF, the parties have executed this Addendum No. 99-4 the day the year hereinabove set forth. r� Q ,///� 7r� . /—'�1•.�� By:/10tl,&K / / ATTEST: Kenneth R. Hooper, rincipal Date: a/ia/99 BOARD OF CITY COMMISSIONERS CITY OF OCOEE, FLORIDA By: ATTEST: S. Scott Vandergrift, Mayor Date: For the use and reliance of City of Ocoee only. Approved as to form and legality this day of , 1999. City Attorney G:\CLRR\&NV\OC\OCOELl99J.AN0 PEC PROFESSIONAL ENGINEERING CONSULTANTS, INC. January 22, 1999 MK-03 Mr. James W. Shira, P.E. City Engineer/Utilities Director City of Ocoee 150 North Lakeshore Drive Ocoee,Florida 34761 Re: Maguire Road Alignment Study and Alternatives Analysis Proposal for Engineering Services Dear Jim: We are pleased to present the attached proposal for engineering services to perform an alignment study and alternatives analysis for Maguire Road from SR 50 (West Colonial Drive)to Story Road. The primary objective of this assignment is to determine the existing right-of-way throughout the corridor and evaluate various alignment and typical sections alternatives in order to establish the future right-of-way corridor and preliminary costs. For the purposes of this proposal,we assumed that the property appraisal and right-of-way effort would be handled by the City and/or the City's legal staff BASIS OF PROPOSAL AND SCOPE OF WORK: 1. Aerial Photography (Aerial Cartographics of America, Inc.) A. Flight: After the targets have been placed in the field, ACA will accomplish the 1:3000 and 1:7200 scale black and white aerial flight utilizing a precision aerial camera to obtain negatives suitable for the preparation of raster imagery and aerial triangulation in accordance with the scales you require. B. Photo Lab: Process the aerial negatives and prepare one (1) complete set of black and white 9" x 9" contact prints and diapositives. C. Analytical Triangulation: ACA will triangulate the aerial photography to expand the horizontal control to each corner of the image file. This process is a cost effective alternative to targeting each image corner. Triangulation of the 1:7200 will be performed and used primarily to control down to the 1:3000 scale flight. D. Raster Imagery: ACA will scan the film diapositives at a scan rate suitable for .4' pixels. Descartes software will be used to geo-reference the raster imagery. Imagery will be supplied in HMR format on CD-ROM disks. E. Accuracies: The raster image files will meet or exceed an accuracy of one engineers half of one percent of the distance measured along the project alignment. planners surveyors 200 East Robinson Street • Suite 1560 • Orlando. Florida 32801 • 407.422-8062 • FAX 407,849-9401 Mr. James Shira, P.L. January 22, 1999 Page 2 Items to be Delivered: A. One (1) set of 9" x 9" stereoscopic photographs, including flight and film. B. One (1) set of six (6) .4 foot pixel raster image files including triangulation as specified above. 2. Survey and Right-of-Way (Southeastern Surveying & Mapping Corp.) Provide Surveying Services in Accordance with Chapter 61G17-6 F.A.C. to include the following: A. Photo Control i. Paint or panel photo control points, approximately 6. ii. Determine X, Y coordinate values for the photo control points. iii Furnish the above information in a suitable format to the "aerial photography" subconsultant. B. Right-of-Way i. Obtain last deeds of record for those parcels adjacent to the right-of- way along the entire alignment (approximately 17 parcels) ii. Perform the necessary field work to determine the position of the subject right-of-way. iii. Perform the necessary calculations to determine the position of the subject right-of-way. iv. Furnish the right-of-way information in a format suitable for photo overlay to be used as a planning tool. 3. Preliminary Engineering and Alternative Analysis (Professional Engineering Consultants, Inc.) A. Evaluate various alignment alternatives with respect to curvature, horizontal constraints and intersection configurations. B. Evaluate various widening options including right side widening, left side widening and centered widening based on existing right-of-way, and on minimizing the costs associated with the required additional right-of-way. C. Identify potential pond sites. D. Evaluate various typical sections including the required right-of-way and associated costs. Mr. James Shira, P.E. January 22, 1999 Page 3 E. Perform an access management analysis addressing median openings, driveway cuts, etc. Enclosed for your review is the Manhour and Fee Estimate detailing these activities. We propose to perform these services for the lump sum fee of$33,888. We appreciate the opportunity to provide the City with engineering services for this assignment and trust the information provided herein is sufficient for your review. Please call if you have any questions or need additional information. We are prepared to begin these services immediately upon your authorization. Sincerely, PROFESSIONAL ENGINEERING CONSULTANTS, INC. Fursan S. Munjed, P.E. Associate Enclosure G'.\CLE.RICALW IGn W AYTEOMK-03\039G.LT2 Approved for Professional Engineering Consultants, Inc. • /why Name Officer's Ti le Date PRELIMINARY ENGINEERING MANIIOUR&FEE ESTIMATE 'reject Name: Maguire Road-Alignment Study /escription: SR 50 (West Colonial Drive)to Story Road 7eparedDy: Eu an_Mun)ed Date: _OU22/99 TOTAL No./Activity Sr.Project Manager Project En meer7PSM Sr.En ineer Engineer Cadd Technician Clerical Man Hourly Man Hourly Man Hourly Man Hourly Man Hourly Man Hourly Manhours Salary Costl Average Hours Rate Hours Rate Hours Rate Hours Rate (lours Rafe Hone Rate '. By Adrvity For AchvityA!onrly Rate I ioadway 20 $34.88 40 S32.00 40 $24.72 40 $20.34 40 $16.74 20 $14.37 2001 $4,737.00[ $23.69 Drainage Si $34.88 16 $32.00 16 S24.72 16 $20.34 16 $16.74 8 $14.37 80 $1,894.80 $23.69 Utilities 21 $34.88 5 $32.00 5 $24.72 5 $20.34 5 $16.74 2 $14.37 24 $567.50 $23.65 TOTALS " 39_ ,$1.046 40 61 $1,952.00 61! $1 507 92 61—$1.290 74I `61 $1,021 14I 30 t43t10 304 _$7,199 30 - `$23.E81 Total Contract Fee Computation (Check Appropriate Block) *Total Activity Salary Costa $7,199 (a) Overhead Additives 1.95 $14,039 (X)Initial Estimate ( )Revised Estimate No. 1 ( )Revised Estimate No.2 Subtotal(Salary&Overhead) $21,237 (b) Direct Reimbursables(Out-of-Pocket) $1,062 (c) Aerial Photography $4,870 (d) R/W and Survey Work $5,719 Notes: (e) Geotechnical Work S1,000 This estimate excludes: - Environmental/Contamination Assessment - Wetland Determination TOTAL MAXIMUM FEE $33,888 g'tcte 1Thigliway‘dAt\'mk-03\maga]io vk4 ADDENDUM NO 99-6 TO AGREEMENT FOR CONSULTING ENGINEERING SERVICES INC' TIDING ENGINEERING SERVICES FOR MAGUIRE ROAD PHASE 7 From Tomyn Road to Professional Parkway This Addendum No. 99-6 hereinafter called the Addendum, as of this day of 1999, shall constitute an Addendum to the Agreement for Consulting Engineering Services between the City of Ocoee, Florida (the CITY) and Professional Engineering Consultants, Inc., 200 East Robinson Street, Suite 1560, Lake Eola Centre, Orlando, Florida (the CONSULTANT), dated the 21st day of August, 1984, hereinafter referred to as the AGREEMENT. WHEREAS, the CITY and CONSULTANT entered into an AGREEMENT whereby the CITY retained the CONSULTANT to provide professional engineering services as required from time to time, and WHEREAS the CONSULTANT will perform consulting engineering services for the CITY as herein defined. NOW THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth on the part of both parties to be kept and performed, the parties do mutually agree as follows: Section 1 - Services of the Consultant 1.1 The CONSULTANT shall perform the Engineering Services as outlined in the attached proposal dated November 17, 1998 relative to the provision of consulting engineering services to the CITY. • Section 2 - Compensation 2.1 Compensation by CITY for engineering services for the Maguire Road Phase 2 from Tomyn Road to Professional Parkway are provided under this Addendum shall be computed under Paragraph 6.1.2.3 of the Agreement, utilizing the Lump Sum Method of Compensation with the compensation for this authorization not- to-exceed $320,727.00 as outlined in the attached proposal and manhour fee. Section 3 - Time of Completion 3.1 The CONSULTANT shall provide the engineering services within a 9 month (270 day) period from the notice to proceed as outlined in the attached proposal. BN WITNESS WHEREOF, the parties have executed this Addendum No. 99-6 the day the year hereinabove set forth. Byli ,-t4 f/ Nv1?�r C ,�--e , ATTEST: Kenneth R. Hooper, Principal Date: -/l L /9, BOARD OF CITY COMMISSIONERS CITY OF OCOEE, FLORIDA By: ATTEST: S. Scott Vandergrift, Mayor Date: For the use and reliance of City of Ocoee only. Approved as to form and legality this day of , 1999. City Attorney G:CLER\RW\OC\OCOEE\99-3AND -2- FINAL ENCLNEERING MANISOUR&FEE ESTIMATE reject Name: Maguire Road-Section II sal$on: From Tomrn Road to Professional Parkway evhed B : Pusan Mon ed Prate: 11 O2h8 Project Manage -: Chid Engineer' Smlor Designer/ Designer/ _. Chief Technician TWekfnl TOTAL No./Atllrtly '- PLS Senior En Ineer - En, neer CuddTed nkIDn Clerlal '" M.n IIourh Man pwdy :F6n Hourly Man Hourly: Mmr Ilwrh -_Man ]Sourly Manhonra Yumry Cal Av'emge .. Haan Rote Hours Rate- Hours Rale Rots Rale Hour - Rate hours Role - B Adis], For Aalat Hourl Rate mnromncnul Effort 9 $33.86 $13.95 86 $1.958.59 32275 Iml Plan 91 $33.86 $13.95 911 $20,726.46 32275 hai -,e Plum M $33.86, $13.95 364 $8,283.86 $2225 : via.Martln' Plms B $33.86 113.95 81 S1.834.83 $22.54 li mlimion Mee 32 $33.86 $13.95 325 17.307.37 $2275 Billies 7 533. $13.95 69 $1.579J2 122.79 idda nerd..meet ' .• 8 $33.86 $13.95 76 31.842.08 $7424 'slim.Brid: Des,n 31 $33.86 $16.25 14 $13.95 310 17,493.41 $24.17 nfW Bnd' Deli 94 133.86 $13.95 940 $22,613.74 124.12 lN/Cam.uutiw 7 133.86 NIMIlattal 73 $1.669II sn 87. TOTALS 123 10936: A(g�n- si'119101/1115WHISMatItRALM'•WHISSIIIIMILR1LRWl6' '5 :368'I 255ran/Mr [ 4.32; Total Contra Fee Computation (Cheek Appropriate Block) Total Activity Salary Coro $75,449 (a) Overhead Additives® 1.92 $144,862( )Initial E timue ( )Revised Estimate No.I I (X)Revi ed Estimate No.2-November 17,1998 Subtotal(Salary&Overhead) $220,310 (b) Dina Reimburrabkr(Out-of-Pocket) $15,741 (c) Ccviddal Wok $39,926 (d) Amid Photography(includes pro rata for Section I update) $5,I00 (c) Design Survey Wok 124,200 (0 UntiG k Lighting Design $2.500 (g) EavironmenW WorkM'ultnd Fagging(Includes Phases U. III&DO $2,500 (h) Hamd0us Wade Assessment(Level 1)(Includes Phases I,H,m and 1 15,500 TOTAL MAXIMUM FEE $320(727 cv m.savv5wurekm:nY1.3-14 ENVIRONMENTAL EFFORT eject Name: Maguire Road-Section II scription: From Tomyn Road to Professional Parkway 2rsdF�: PEC Date: Iv17ro9 SCALE BASIS OF NO.OF NO.OF M-H ITEM PSTIMATE lJNrTS SI1EFTS UNITS TOTAL M-II COMMENTS ENVIRONMENTAL EFFORTS/PERMITS nvironmental Resource Permittin.: -� Field Reviews Each Summa Packa_e L.S. 16 P .am A..lication Packa•e L.S. - 18 Dredi.e&Fill Skektches L.S. - 16 Determine Wetland Im.act L.S. - 8 8 • NPDES Permit L.S. 16 SUBTOTAL , z1- I l 0 I Jz_ J : . 3upervision {5%) 4 % of Subtotal '•TOTAL I ': o I u86 ;:\c IaiceMghwaYsdsticiuk-O3\meg2-2.wk4 ROADWAY PLANS roject Name: Maguire Road-Section II escription: From Tomyn Road to Professional Parkway repared By: PEC Date: 11/17/98 E. SCALE BASIS OF NO.OF NOOP M-H ITEM 1'= ESTIMATE UNITS SHEETS UNITS TOTAL M-A COMMENTS 1 ROADWAY PLANS Key Map - Sheet 1 1 8 8 Summary of Pay Items - L.S. 1 1 24 24 Typical Sections - Each 2 2 24 48 Summary of Quantities - Sheet 1 1 32 32 Plan/Profile 20' Sheet 3 3 48 144 Maguire Road Only I Intersection Details Sheet 1 1 24 24 Cross Sections Per Section 36 18 3 108 50'Interval Traffic Phasing Plans L.S. 1 25 248 See Attached Breakdown Special Provisions L.S. 1 - 24 24 Computations Book L.S. 1 - 60 60 Plans Checking Sheet 2 - 34 68 Traffic Analysis Intersection 1 - 15 15 Signal Warrant Study '!:SUBTOTAL 1.52 '803 "..- Public Meetings _ Each 1 - 20 20 Meetings Each 4 - 8 32 Field Reviews Each 2 - 8 16 Supervision (5%) L.S. - - - 40 :TOTAL 52 `<911 yj g:kleric.Nighway\a'g 'm\mag2-2.wk4 TRAFFIC PHASING PLANS (Included in Roadway Plans) roject Name: Maguire Road-Section II escription: Turnpike Bridge repared By: PEC Date: 11/17/98 SCALE .BASIS OF NO.OF NO IOF M-1i ITEM 1'= ESTIMATE UNITS SHEETS UNITS TOTAL M-11 COMMENTS TRAFFIC CONTROL PLANS General Notes L.S. 1 1 6 6 Typical Sections and Phase Notes Phase 2 2 3 6 Phasel 40' Sheet 2 2 9 18 Phase II 40' Shin 2 2 9 18 Quantities(Computation Book) L.S. 1 - 16 16 I Lane Closure Analysis L.S. 1 - 24 24 Traffic Control Plans (Florida Turnpike) L.S. 1 18 - 160 ;SUBTOTAL - ')25 '248 `i I "TOTAL 25 248 j r ' c^kdwwiaha.ywu.arakm\m.sazakn DRAINAGE PLANS 'roject Name: Maguire Road-Section II )ascription: From Tomyn Road to Professional Parkway 'repared By: PEC Date: 11/17/98 SCALE BASIS OF NO.OF NO OF MRH ITEM P= ESTIMATE UNITS SHEETS UNITS TOTAL M-f1 COMMENTS - - DRAINAGE PLANS Drainage Basin Map 400 Sheet 1 1 24 24 Drainage Map 100 Sheet 1 1 32 32 Summary of Drainage Structures - 1 Sheet 1 1 28 28 Drainage Data Sheets - Each 1 1 24 24 Retention Pond Design - Each 1 1 - 32 32 Includes Earthwork Calculations Pond Plans - Sheet 1 I 1 24 24 Pond Details - Sheet 1 1 24 24 Storm Sewer Tabulation - L.S. 1 - 24 24 Drainage Design - L.S. 1 - 80 80 Drainage Calculation Book - L.S. 1 - 24 24 Plans Checking - Sheet 6 - 2 12 ;SUBTOTAL 6 L '328 Meetings - Each 2 - 6 12 Field Review - Each I - 8 8 Supervision(5%) - L.S. 1 j - 15 16 %of Subtotal I g:clenulWighwayWais\mk-034mg2-2.wk4 SIGNING&PAVEMENT MARKING Project Name: Maguire Road-Section II Description: Turnpike Bridge Prepared By: PEC Date: 11/17/98 i SCALE BASIS OF , NO. OF NO. OF M-IJ ' ITEM 1' ESTIMATE UNITS $![EFTS UNITS 'TOTALM=A COMMENT$ _ SIGNING AND PAVEMENT MARKING Key Sheet - Sheet 0 0 0 0 Included in Roadway Set Tabulation of Quantities - Sheet 1 1 24 24 General Notes - L.S. I 1 1 8 8 Plan Shuns 40' Sheet 1 2 2 16 32 Plans Checking Sheet 4 1 - 1 4 i `"'SUBTOTAL ;' 4 i..68 Field Reviews Each 1 - 4 4 Meetings Each 1 - 6 6 Supervision (5%) L.S. - - 3 % of Subtotal .::TOTAL 4 f81 III gocteriW\6lghway\Eab\mk-O3Meg2-2.wk4 SIGNALIZATION PLANS 'reject Name: Maguire Road-Section II tescriptioa: Turnpike Bridge 'repared By: PEC Date: 11/17/98 SCALE BASIS OF NO.OF , NO.OT M-D:' ITEM '1'LL ESTIMATE ' UNITS SHEETS ' UNITS ;TOTAL M-H' COMMENTS SIGNALIZATION PLANS Key Sheet Sheet 0 Tabulation of Quantities Sheet 8 General Notes L.S. 0 Plan Sheets Sheet 2 2 60 120 Phase I Signals(®Fire Station&®Tomyn Road) Mast Arm Detail Sheets/Design Sheet 7 7 12 84 Plans Checking Sheet 9 2 18 Signal Timing Analysis L.S. 24 Signal Warrant Analysis L.S. 1 - 40 40 Based on 1 Intersection(Tomyn Road) • SUBTOTAL I 9'- 1 294 _ .. Meetings Each 2 - 6 12 'field Review Sheet 1 - 4 4 supervision (5%) L.S. 1 - - 15 %of Subtotal =TOTAL "9' 325 t :9cicriuNJghw.ylmutmk-03tmeg2-2.wt4 UTILITIES roject Name: Maguire Road-Section II lescription: From Tomyn Road to Professional Parkway 'repared By: PEC Date: 11/17/98 SCALE EASIS OF 'tNO.OF N0:_OF M-I1 ITEM I'= ESTIMATE UNITS SIIEETS UNITS TOTAL M-fI COMMENTS UTILITIES I Utility Coordination Meetings - Each 2 - 12 24 Utility Adjustment Sheets 20' Sheet 3 3 12 36 Plans Checking - Sheet 3 - 2 6 SUNTOTAL 3 :66 1 Supervision(5%) - L.S. 1 - - 3 % of Subtotal ''I 1 ':TOTAL S. 3 7b9 g:kknut\highrry\Eeu\mk-03%meg2-2.wk< BRIDGE DEVELOPMENT REPORT project Name: Maguire Road-Section II )ascription: Maguire Road/Turnpike Overpass prepared By: PEC Date: 11/17/98 NO.OP ENGINEERBVG 'tENGINEERRVC DRAFT DRAFT MANHODRS ITEM DRAWINGS DESIGN CHECK DRAW .CHECK TOTAL BRIDGE DEVELOPMENT REPORT Project Location 1 1 1 1 4 Evaluation of Existing 0 0 0 0 0 Description of Proposed 3 1 0 0 4 Traffic Considerations 1 1 0 0 2 Executive Summary 3 1 0 0 4 Plan, Profile, Elevation 0 0 6 1 7 Typical Approach Section 1 I 1 4 1 7 Quantities&Estimate 1 6 2 0 0 8 Report Preparation 1 16 4 0 0 20 Preliminary Beam Designs&Beam Spacings 8 2 0 0 10 Preliminary Pier Design&Pile Loads 8 2 0 0 10 i BRIDGE.DEVELOPMENTREPORTTOTAL 47 15 fu 3 76 10 g:tcicricaltighwey'eutmkL3tmag2-2.wk4 PRELIMINARY BRIDGE DESIGN 'roject Name: Maguire Road-Section II )escription: Maguire Road/Turnpike Overpass 'repared By: PEC Date: 11/17/98 SCALE BASIS OF NO.OF NO.OF M-H ITEM li= ESTIMATE UNITS SHEETS UNITS TOTAL M-H COMMENTS PRELIMINARY BRIDGE DESIGN Plan&Elevation Sheet 1 1 40 40 Superstructure Section Sheet 1 1 20 20 Bridge Design Data Sheet Sheet 0 0 0 0 End Bents Sheet 2 2 20 40 Intermediate Bents Sheet 0 0 0 0 Piers Sheet I 1 30 30 Geotechnical Data Sheet 0 0 0 0 Special Details Sheet 1 I 20 20 Seismic Conn. Design Study L.S. l 0 50 50 Field Reviews Sheet 0 0 0 0 General Notes Sheet I I 30 30 MSE Walls Sheet 3 3 20 60 Temporary Walls Sheet 1 I 20 20 .:SUBTOTAL 'ill '310 - 1l TOTAL -11_ 310 J ::\clencaiTighway\deIMt033Mne2-2.wk4 FINAL BRIDGE DESIGN 'roject Name: Maguire Road-Section II lescription: Maguire Road/Turnpike Overpass repared By: PEC Date: 11/17/98 SCALE t DAS1S OF NO.OF NO.OF M-H ITEM d'= '>ESTIMATE ±.UNITS SHEETS UNITS TOTAL M—U CQMMENTS FINAL BRIDGE DESIGN Key Map, General Index Sheet 1 1 12 12 General Plan&Elevation j Sheet 1 1 16 16 General Notes Sheet 1 1 8 8 Construction Data Sheet 2 2 20 40 Pile Layout Sheet 1 1 24 24 End Bents Sheet 2 2 25 50 End Bent Details,Reinforcing Steel&Quantities Sheet 2 2 25 50 Intermediate Bents Sheet 0 0 0 0 Seismic Conn. Pier Details,Reinforcing Steel&Quantities Sheet 6 6 30 180 Superstructure Plans, Reinforcing Steel&Quantities Sheet 4 4 30 120 Superstructure Details Sheet 2 2 20 40 Steel Beams Sheet 0 F 0 0 0 F Prestressed Beams &Schedule Sheet 4 4 10 40 Framing Plan&Details Sheet 0 0 0 0 Miscellaneous Details Sheet 2 , 2 20 40 Approach Slabs, Details Sheet 1 1 0 0 Design Computations L.S. 1 i 0 100 100 1I' Quantity Estimates Each 1 0 40 40 MSE Walls Sheet 3 3 10 30 Field Reviews 0 0 0 0 Rebar Schedule Each 1 2 20 1 40 Temporary Walls Sheet 2 2 10 I'' 20 I -=SUBTOTAL - P 36 . 'i850 Supervision 45 Plans Checking/QA-QC - 1 i i 45 s:TOTAL f 36 940 kle1NWighweyWmtmk-03Meg2-2.wk4 RIGHT OF WAY COMPUTATION (Segment 2) 'roject Name: Maguire Road-Section II )escription: From Tmnyn Road to Professional Parkway 'dared By: PEC Date: 11/17/98 SCALE BASIS OF NO-OF NOaOF M-H ITEM Vt ESTIMATE UNITS SHEETS - UMTS TOTAL M-H COMMENTS RIGHT-OF-WAY COMPUTATION I I Land&R/W Lines Calculations L.S. I - 30 30 Reference Point Sheet Sheet 1 1 12 12 R/W Key Map Sheet - - - 0 R/W Detail Map Shea - - - 0 Legal Descriptions&Sketches Sheet 5 - 3 15 Tabulation of Ownerships Sheet - - - 0 Land Line&R/W Taking Calculations L.S. 1 - 16 16 (1 Pond) 'SUBTOTAL ` 1 73 I _I ;:feterca1Wighw.y sta\mk-03 mag2-2.wk4 DESIGN&RIGHT-OF-WAY SURVEY 'reject Name: Maguire Ruud-Section II )esmpdon: From Tomyn Road to Professional Parkway 'renured By: PEC Date: 11/17/98 SPARTY DAYS PARTY:DAYS TTEM'. (3-MANCREW7 (4-MM CREW) COMMENTS DESIGN&RIGHT-OF-WAY SURVEY digmnent I 1 serial Target Placement 2 Includes pro-rata for Section I work. reference Points Included in Section I 'cction Line Ties 2 l Days Total for Sections II&HI 'miserly Ties 0 fide Street Intersections 2 3 @ 303' Topography 1 tench Levels 2 regular Roadway Cross-Sections 4 Jndcrgrovod Utilities 1 0 :upplemeaul Survey Wetlands Flagging 0 retention/Detention Survey 3 1 Pond )FSIGN&RIGIFT-OF•WAY SURVEY TOTAL 10 DAYS r. 10 DAYS ` �I JFFICE SUPPORT: 'reject Manager 20 Hours @ $95.00 Per Hour $1,900.00 'rofessional Lend Surveyor 20 Hours @ $65.00 Per Hour $1,300.00 'or Technician 40 Hours @ $60.00 Per Hour $2,400.00 technician 40 Hours @ $55.00 Per Hour $2,200.00 iUBTOTAL 120 :REW COSTS: 10 (3-man days)@ $760.00 Per Day = 57,600.00 10 (4-man days)@ $880.00 Per Day = $8,800.00 fOTAL'AMOurc(lncIudin overhead,f inge Len is&operating mergln) = 6 $2A,200 00 a\cicdul\yhvryWu\mk-03\mag2-2.wk4 MISCELLANEOUS & OUT-OF-POCKET EXPENSES 'roject Name: Maguire Road-Section II )escription: From Tomyn Road to Professional Parkway 'repared By: PEC Date: 11/17/98 Drafting Medium (Mylar): 151 ® $12.50 $1,888 Reproduction (Blue Line, Sepias&98.5 x 11): Blue Line Sepia 8.5 x 11 Total 4,840 453 3,500 Costs: Blue Line: 4,840 Sheets® $1.00 = $4,840 Sepia: 453 Sheets® $3.50 = $1,586 8.5 x 11: 3,500 Sheets® $0.25 = $875 $7,301 Travel From: (Consultant's Office) To Project and/or County Offices: (POV) 16 x 30 Miles Per Trip x $0.315 Per Mile = $151.20 $151 Environmental Resource Permit Application Fee (ERP) $1,500 Calculations/Computation Time 165 Hours® $20.00 /Per Hour $3,300;� Shipping&Telephone 10 Months @ $60.00 Per Month $600 Title Searches 5 ® $200.00 Each $1,000 TOTAL`MISCELLANEOUS&OUT-OF-POCKET EXPENSES .. ':$15;741 g:klericaitighway date Mk-03tmag2-2.wk4 ADDENDUM NO. 99-7 TO AGREEMENT FOR CONSULTING ENGINEERING SERVICES INCLUDING ENGINEERING SERVICES FOR MAGUIRE ROAD PHASE I From Professinnal Parkway to SR 5Q This Addendum No. 99-7 hereinafter called the Addendum, as of this day of 1999, shall constitute an Addendum to the Agreement for Consulting Engineering Services between the City of Ocoee, Florida (the CITY) and Professional Engineering Consultants, Inc., 200 East Robinson Street, Suite 1560, Lake Eola Centre, Orlando, Florida (the CONSULTANT), dated the 2lst day of August, 1984, hereinafter referred to as the AGREEMENT. WHEREAS, the CITY and CONSULTANT entered into an AGREEMENT whereby the CITY retained the CONSULTANT to provide professional engineering services as required from time to time, and WHEREAS the CONSULTANT will perform consulting engineering services for the CITY as herein defined. NOW THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth on the part of both parties to be kept and performed, the parties do mutually agree as follows: Section 1 - Services of the Consultant 1.1 The CONSULTANT shall perform the Engineering Services as outlined in the attached proposal dated November 17, 1998 relative to the provision of consulting engineering services to the CITY. Section 2 - Compensation 2.1 Compensation by CITY for engineering services for the Maguire Road Phase 3 from Professional Parkway to SR 50 are provided under this Addendum shall be computed under Paragraph 6.1.2.3 of the Agreement, utilizing the Lump Sum Method of Compensation with the compensation for this authorization not-to- exceed $173,299.00 as outlined in the attached proposal and manhour fee. Section 3 - Time of Completion 3.1 The CONSULTANT shall provide the engineering services within a 9 month (270 day) period from the notice to proceed as outlined in the attached proposal. IN WITNESS WHEREOF, the parties have executed this Addendum No. 99-7 the day the year hereinabove set forth. By:/`li !ep /4441, 4/1'4`e--(id ATTEST: Kenneth R. Hooper, Principal Date: u/279 BOARD OF CITY COMMISSIONERS CITY OF OCOEE, FLORIDA By: ATTEST: S. Scott Vandergrift, Mayor Date: For the use and reliance of City of Ocoee only. Approved as to form and legality this day of , 1999. City Attorney 0:\CEEB\ENV\OC\OCOEE\99 3.AND - 2 � . [ 1 E., a S 3 a ^ 9 i 3 R 5 5 e Y E 5 4 a 3 9 z I iii F & 3g A 0. IIa l rig ig 6 g IIr ;Ji y JIE ; H : I ! $ 8 8 8 IIIQ - : % € RR o , 111119191 ' a i I q1A i1 a e ti N u u u @ A § . & 'S. � a c _ ° aa � • . R " ^ nn ! 5: V - «L . M aa maa z• o N▪ V 4R N HN uti e-^ 4 y c x 83 a 8 H S > 4 ENVIRONMENTAL EFFORT 'roject Name: Maguire Road-Section III Iescription; From Professional Parkway to SR 50 'eparg 6 PEC Date: 111I7ry8 SCALE BASIS OF NO. OF NO:OF M-H ITEM ESTIMATE -i1MT5 SHEETS 11MTS tO ENVIRONMENTAL EFFORTS/PERMITS environmental Resource Permitting: Field Reviews Each 1 - 8 8 Summary Package L.S. 1 _ 16 16 Includes calculations Prepare Application Package L.S. I - 24 24 NPDES Permit L.S. 1 - 16 16 • SUBTOTAL. 0 <64 Supervision(5%) L.S. _ 3 ' %of Subtotal g:cItriul\highway\data\mk-03 mag3-2.wk4 ROADWAY PLANS 'roject Name: Maguire Road-Section III )escription: From Professional Parkway to SR 50 r. ed By: PEC Date: 11/17/98 SCALE BASIS OF NO. OF NO.OF M=.II I. ITEM Ib ESTIMATE tM1TS SI{EFTS UNITS TOTAL Ma! COMMENTS ROADWAY PLANS Key Map - Sheet I 1 8 8 Summary of Pay Items - L.S. 1 1 24 24 Typical Sections - Each _ 1 1 24 24 Summary of Quantities - Sheet 1 1 40 40 Plan/Profile 20' Sheet 3 3 48 144 Intersection Details Sheet 1 1 24 24 Cross Sections Per Section 34 17 3 102 50' Interval Traffic Phasing Plans _ L.S. 1 13 136 136 See Attached Breakdown Special Provisions - 24 24 Computations Book L.S. 1 - 40 40 Plans Checking Sheet 2 - 38 76 Public Meetings Each 1 - 20 20 Meetings Each 2 - 8 16 Field Reviews Each 2 - 8 16 Supervision {5%) L.S. - - - 32 g:klcriu1WighwryW+v'mk-Wtmeg3-2.wt4 TRAFFIC PHASING PLANS (Included in Roadway Plans) 'roject Name: Maguire Road-Section III )escription: From Professional Parkway to SR 50 7epared By: PLC Date•11/17/98 SCALE BASIS OF NO.OF NO.OP M-H J} ITEM 1'= FCTIMATF UNITS SHEFTS UNITC R'OTALM—H COMMENTS TRAFFIC CONTROL PLANS _ General Notes L.S. 1 1 6 6 Typical Sections and Phase Notes Phase 3 3 3 9 Phase 40' Sheet 3 3 9 27 Phase II 40' Sheet 3 _ 3 9 27 Phase III 40' Sheet 3 3 9 27 Quantities(Computation Bookj_ L.S. 1 - 16 16 Lane Closure Analysis L.S. 1 - 24 24 I - SIMTOTAI. i' 13 f 13,LJ II I i . I TOTAL 13 [ - 136 J g:\clerical\bighwry4eu\mk-03\meg 3-2 wk4 DRAINAGE PLANS 'reject Name: Maguire Road-Section III lescription: From Professional Parkway to SR 50 repa�Py' Kevin Perko Date: 11/17/98 SCALE BASIS OF ;NO.OF NO.OF M-II ITEM 1r= ESTI — DRAINAGE PLANS Drainage Basin Map 400 Sheet _ 1 1 32 32 Drainage Map 100 Sheet 1 1 32 32 Summary of Drainage Structures - Sheet 1 1 28 28 Drainage Data Sheets - Each 1 _ 1 24 24 Retention Pond Design - Each 1 _ - 32 32 Includes Earthwork Calculations i Pond Plans - Sheet 1 _ 1 32 32 Pond Details - Sheet _ 1 1 24 24 Storm Sewer Tabulation _ - L.S. _ 1 - 40 40 Drainage Design - L.S. - I - 100 100 Drainage Calculation Book - - L.S. 1 - 24 _ 24 Plans Checking - Sheet _ 6 - 2 12 <SUBTOTAL ^ 380 • Mectin:s - Each 2 - 8 16 Field Review - Each 2 - 8 16 • Supervision(5%1 - L.S. 1 - 19 TOI'AS, - +' rd31 SIGNING&PAVEMENT MARKING 'roject Name: Maguire Road-Section III Iescription: From Professional Parkway to SR 50 repared Br PF-C Date' 11/17/98 SCALE BASIS OF NO.OF NO-OF M-14 1TFM 1'— FSTIMATESN1TC C1IFETS UNITS OTAL M—A COMMENTS SIGNING AND PAVEMENT MARKING Key Shed - Sheet 0 0 0 0 Included in Roadway Set Tabulation of Quantities - Sheet 1 1 24 24 General Notes - L.S. 1 I 8 8 Plan Sheets 40' Sheet 2 2 16 32 1 Plans Checking Sheet _ 4 - 1 4 L I ;SUBTOTAL 4 ,68 Field Reviews Each 1 - 4 4 1 Merlin-s Each 1 - 6 6 ' Su rvision 5% % of Subtotal II TOTAL 4 81 g:\clerical\hghway\daucmk-03\magl-2.wk4 SIGNALIZATION PLANS roject Name: Maguire Road-Section III Iescription: From Professional Parkway to SR 50 Fyywre0Ry: PE.C Date: I1/17/98 SCALE BASIS OF NO.OF NO.OF M--11 ITEM l'= ESTIMATE UNITS SIIED:T5 UNTTG' 1 L&LM-R COMMENTS SIGNALIZATION PLANS K Sheet - Sheet 0 0 0 0 Included in Roadwa Set Tabulation of • entities - Sheet t I 8 8 General Notes - L.S. I I 8 8 Plan Sheets 20' Sheet I I 60 60 Based on I Si:naivcd Intersection Professional Mast Ann Desi:n - L.S. I 1 48 48 Plans Checkin: - Sheet 5 - 1 5 Sinai Timm: Anal sis L.S. I 16 16 I SUBTOTAL 4 145. II Mectin s Each Field Review Sheet I - 4 4 Supervision(5%) L.S. 1 - - 7 % of Subtotal II L TOTAL 4 168 e:tcicnalh:ehw.rWemlmk-01Ms69.Zwk4 UTILITIES •roject Name: Maguire Road-Section III )ascription: From Professional Parkway to SR 50 kep edgy PEC Date 11/17/98 SCALE BASIS OF NO. OF NO. OF M-N ,,,.� iTFM 1�_ PCTiMAT tMTC SAFETC WITS TOTAL,M-H - COMMENTS UTILITIES Utility Coordination Meetings - Each 2 - 12 24 Utility Adjustment Sheets 20' Sheet 3 3 24 72 Plans Checking - Sheet 3 - 2 6 S 1 ax Supervision(5%) - L.S. 1 - - 5 % of Subtotal g:tcic`ic.1Tighwaytdeta\mk-03Mag3-2.wk4 RIGIIT OF WAY COMPUTATION (Segment 3) 'roject Name: Maguire Road-Section III )escription: From Roberson Road to Tomyn Road 'Lepardty: PEC Aatr 11f17/98 P SCALE BASIS OF NO.OF NO. OF M-iI ITEM It= ESTIMATE UNITS SIIEETS UNITS TOTAL M—H COMMENTS RIGHT-OF-WAY COMPUTATION Land&R/W Lines Calculations L.S. 1 - 30 30 Reference Point Sheet Sheet 1 _ 1 12 12 R/W Key Map Sheet _ - - - _ 0 R/W Detail Map Sheet - - - _ 0 Legal Descriptions&Sketches Shed 11 - 3 33 Tabulation of Ownerships Sheet - - - 0 I � I :.SUBTOTAL I '75 I JI I "TOTAL I ) ):75 1 - e:kledWWiehway\devmk-03mag3-2 wk4 DESIGN&RIGHT-OF-WAY SURVEY toject Name: Maguire Road-Section III Icxipriam From Professional Parkstay to SR 50 ispant Dy PRC Date• 11/1'1/98 PARTY,DAYS PARTY'DAYS TTPM (YMAN.:CRE3 (4MANCIRRwI COMMENTS DESIGN&RIGHT-OF-WAY SURVEY Vignment 1 kerial Target Placement 1 Includes pm-rata for Section 1 update 3eference Points Included under Section I Section Line Ties 5 7 Days Total for Sections II and III Properly Ties 2 Side Street Intersections 3 3 a 300' Topography _ 3 Bench Levels 1 Regular Roadway Cross-Sections _ 2 Underground Utilities 5 Supplemental Survey 2 Wetlands Flagging Retention/Detention Survey 3 _ 1 Pond pES1GN.&RffaJIT-0E-WAY 1JRV.ErITOTAI. IS DAYS 70 DAY$ OFFICE SUPPORT: Project Manager 28 Hours @ 595.00 Per Hour 52,660.00 Professional Land Surveyor 28 Hours @ $65.00 Per Hour $1,820.00 Senior Technician 56 Hours © 560.00 Per Hour 53,360.00 Technician 56 Hours ® 555.00 Per Hour $3,080.00 (SUBTOTAL 168 CREW COSTS: 18 (3-men days)® 5/60.00 Per Day = 513,680.00 10 (4-man days)@ 5880.00 Per Day = 58,800.00 `fOTAL.AMOIrrvT r.. lad�cs�eikrnil.IriPr~a4gBdxU&ePaxvlioe.maAc' 1 — 5 4� �I g:cknalUlghw.y dvurmk-0Tmeg3-2.wk4 MISCELLANEOUS & OUT-OF-POCKET EXPENSES 'roject Name: Maguire Road-Section HI Description: From Professional Parkway to SR 50 spared Br PEC Date: 11/17/98 II4 1 1,I HU, =. k Ili, 11. 1. 1 1 ` 1 1 III .III , °I 11 1."p'+111 91TOTAJ= Drafting Medium (Mylar): 83 ® $12.50 $1,038 Reproduction(Blue Line, Sepias&98.5 x 11): Blue Line Sepia 8.5 x 11 Total 2,660 249 1,900 Costs: Blue Line: 2,660 Sheets® $1.00 = $2,660 Sepia: 249 Sheets® $3.50 = $872 8.5 x 11: 1,900 Sheets® $0.25 = $475 $4,007 Travel From: (Consultant's Office) To Project and/or County Offices: (POV) 17 x 30 Miles Per Trip x $0.315 Per Mile = $160.65 $161 Calculations/Computation Time 100 Hours® $20.00 /Per Hour i 1 $2,000I ,Shipping&Telephone 8 Months® $60.00 Per Month $48011 Title Searches 11 ® $200.00 Each $2,200 TOTALNESCELLANEOUS 1&OUT-OP-POCKFT FXpLNSIP$ 1 1'llll i l li iq II 11 " 1 j 'I III pl'11 ililoP H11111; I' dIllillit ,,11'1 0' I Itl 01 1 V:1 V'9 11,1 $9$8d g:\cicricaPAighwey'deetmk-03tmeg3-2.wk4 ADDENDUM NO 99-8 TO AGREEMENT FOR CONSULTING ENGINEERING SERVICES INC'.IJDING ENGINEERING SERVICES FOR MAGUIRF ROAD PHASE IV from SR 50 to New Maine Street This Addendum No. 99-8 hereinafter called the Addendum, as of this day of 1999, shall constitute an Addendum to the Agreement for Consulting Engineering Services between the City of Ocoee, Florida (the CITY) and Professional Engineering Consultants, Inc., 200 Fast Robinson Street, Suite 1560, Lake Eola Centre, Orlando, Florida (the CONSULTANT), dated the 21st day of August, 1984, hereinafter referred to as the AGREEMENT. WHEREAS, the CITY and CONSULTANT entered into an AGREEMENT whereby the CITY retained the CONSULTANT to provide professional engineering services as required from time to time, and WHEREAS the CONSULTANT will perform consulting engineering services for the CITY as herein defined. NOW THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth on the part of both parties to be kept and performed, the parties do mutually agree as follows: Section 1 - Services of the Consultant 1.1 The CONSULTANT shall perform the Engineering Services as outlined in the attached proposal dated November 17, 1998 relative to the provision of consulting engineering services to the CITY. Section 2 - Compensation 2.1 Compensation by CITY for engineering services for the Maguire Road Phase 4 from SR 50 to New Maine Street are provided under this Addendum shall be computed under Paragraph 6.1.2.3 of the Agreement, utilizing the Lump Sum Method of Compensation with the compensation for this authorization not-to- exceed $146,602.00 as outlined in the attached proposal and manhour fee. Section 3 - Time of Completion 3.1 The CONSULTANT shall provide the engineering services within a 9 month (270 day) period from the notice to proceed as outlined in the attached proposal. IN WITNESS WHEREOF, the parties have executed this Addendum No. 99-8 the day the year hereinabove set forth. // a• ,[��1 . le"' By:/<.1nt/yf. C,,�/ p£ ATTEST: Kenneth R. Hooper, Principal Date: 216479 9 BOARD OF CITY COMMISSIONERS CITY OF OCOEE, FLORIDA By: ATTEST: S. Scott Vandergrift, Mayor Date: For the use and reliance of City of Ocoee only. Approved as to form and legality this day of , 1999. City Attorney G'.\CLER\ENV\OC\OCOEE\99-3.AN D FINAL ENGINEERING MANHOUR&FEE ESTIMATE roject Name: Maguire Road-Section IV ascription: SR 50 to New Maine Street reparedBv: m Mumlad n terl TOTAL No./Activity Sr,Project Manager Project Enf rneer/PSM Sr.Eng neer _ Engineer Cadd Technidan Clerical Man Hourly Man Hourly Man Hourly Man I Hourly Man Hourly Man Hourly Manhours Salary Cost Average Hours Rate Yours Rate'. flours Rate Ileum Rate floras Rate Hours Rate B_y Acdviry For ASIlaudy Rat .nvironmental Effort _ 7 $34.88 13 $32.00 13 $24.72 13 $20.34 13 $16.74 8 $14.37 67 $1,578.52 $23.49, .oadway Plans 76 $34.88 152 $32.00 152 $24.72 152 $20.34 152 $16.74 75 $14.37 759_ $17,986.23_ $23.71 Irainagc Plans 43 $34.88 86 $32.00 86 $24.72 86_ $20.34 86 $16.74 44 $14.37 431_$10.198.93 $23.66 .igning/Marking Plans 8 $34.80 16 $32.00 16 $24.72 16 $20.34 16 $16.74 9 $14.37 81 $1,909.17 $23.45 lignalizaIion Plans 1 21 $34.88 42 $32.00 42 $24.72 42 $20.34 42 $16.74 21 314.37 210 $4,973.85 _ $23.66 Jtilities 11 $34.88 21 $32.00 21 $24.72 21 $20.34 21 $16.74 12 $14.37 107 $2,525.92 $23.58 ry., TOTAL S d.. *MirIIIIIIr tI _ _ It 'LlS Wei . -ll2. allrffi Total Contract Fee Computation (Check Appropriate Block) 'Total Activity Salary Costs $39,173 (a) Overhead Additives 1.95 876.387 ( )Initial Estimate (X)Revised Estimate No. 1-November 17, 1998 ( )Revised Estimate No.2 Subtotal(Salary&Overhead) $115,559 04) Direct Reimbursabics(Out-of-Pocket) $6,165 (c) Geotcchnical Work $10,318 a (d) Aerial Photography $3,000 (e) Design and R/W Survey Work $11,560 TOTAL MAXIMUM FEE 5146,602 ,. I d%4..rw.�„smNga.ln.0 ENVIRONMENTAL EFFORT eject Name: Maguire Road-Section IV icripUon: SR 50 to New Maine Street :ua ed IS : Nevin Perks Date; 11/17/98 SCALIs 'BASIS OF '-NO. OF NO. OF M-H) ITFM ESTIMATE UNITS SHEETS UNIT$ TOTAL M-U COMI4 4Ts ENVIRONMENTAL EFFORTS/PERMITS vironmental Resource Permitting: field Reviews Each 1 - 8 8 ummary Package L.S. 1 16 16 Includes calculations Prepare Application Package L.S. 1 - 24 24 7PDES Permit L.S. 1 - 16 16 SUBTOTAL - 0 64 - - Ipervision(5%) L.S. 3 % of Subtotal TOTAL --0 67 cIercal\hiehwey dleu\mk-O3Meg4-1A.wk4 ROADWAY PLANS inject Name: Maguire Road-Section IV ascription: SR 50 to New Maine Street • pared By F ii Muajed Date: 11/17/98 SCALE iBASIS OF NO.OF NO:'OF M-1[. ITEM P V= FSTIMATE UNITS t SHEETS UNITS TOTAL M-H COMMENTS ROADWAY PLANS Ke Ma. - Sheet 1 1 8 ' 8 Summa of Pa Items - L.S. 1 1 24 24 T deal Sections - Each 1 1 24 24 Summa of quantities - Sheet 1 1 40 40 Plan/Profile 20' Sheet 3 3 48 144 Intersection Details Sheet 1 1 24 24 Cross Sections Per Section 30 15 3 90 50' Interval Traffic Phasin: Plans L.S. 1 10 109 109 Sec Attached Breakdown S.- ial Provisions L.S. 1 - 24 24 Com.utations Book L.S. 1 - 40 40 Plans Checkin: Sheet 2 33 66 FDOT Drivewa Connection Permit L.S. 1 80 80 i. SUBTOTAL, '33 - '673 j Public Meetings Each 1 - 20 20 Meetings Each 2 - 8 16 Field Reviews _ Each i 2 - _ 8 16 Supervision(5%) L.S. - - - 34 :klairsabi;Fwryld.u\•mk-03 mag4-IA.wk4 TRAFFIC PLEASING PLANS (I oclu d ed in Roadway Pans) roject Name: Maguire Road-Section IV escription: SR 50 to New Maine Street spared-By' Fntsan tunje1LPate:11[12f98 SCALE :BASIS OF N0.OF NO.OE M=H ITEM 1'— STIMAT TLNIT SHEETS LIMTS 1fOTALM-11 COMMENTS TRAFFIC CONTROL PLANS General Notes L.S. 1 1 6 6 T .ical Sections and Phase Notes Phase 3 3 3 9 Phasel 40' Sheet 2 2 9 18 Phase II 40' Sheet 2 2 9 18 Phase111 40' Sheet 2 2 9 18 •uantilies Com.utation Book L.S. 1 16 16 Lane Closure Anal sis L.S. 1 24 24 ;TOTAL `'10 u91 � ;:klencslTighw.y\deu\'mk-03kaeg4-IA.wk4 DRAINAGE PLANS eject Name Maguire Road-Section IV scription: SR 50 to New Maine Street epaggievin Perko Date: 11/17/98 SCALE BASIS OF NO, OF NO.sOF M—ll ITEM 1s= F@TIMATF. UNITS SIIRFTS UNITC TALM-I1' f'OMMF.NTS DRAINAGE PLANS Drainage Basin Map 400 Shed 1 1 32 _ 32 Drainage Map 100 Sheet 1 1 32 32 Summary of Drainage Structures - Sheet 1 1 28 _ 28 Drainage Data Sheets - Each 1 1 24 24 Retention Pond Design - Each I - 32 32 includes Earthwork Calculations Pond Plans - Sheet 1 1 32 32 Pond Details - Sheet 1 1 24 24 Storm Sewer Tabulation - L.S. 1 - 40 40 Drainage Design - L.S. 1 - 100 _ 100 Drainage Calculation Book - L.S. 1 - 24 24 — Plans Checking - Sheet 6 - 2 12 °SUIiTOTdL �: 6 :3RQ_f r *clings - Each 2 - 8 16 'ield Review - Each 2 - 8 16 uric-vision(59o) - L,S. 1 - 1`L_ TOTAL � 431 SIGNING& PAVEMENT MARKING :oject Name: Maguire Itoad-Section IV escription: SR 50 to New Maine Street TP rye By;_ Fu,33n Munjed Date: 11/17/98 SCALE '.BASIS OF NO.OF NO.OF M-11 ITEM i 1�- ESTIMATE UNITS SHEETS IIMTSS ,TOTAL M-1 COMMENTS SIGNING AND PAVEMENT MARKING --=�-- Ke Sheet . Sheet 0 0 0 0 Included in Roadwa Set Tabulation of I uantities - Sheet 1 1 24 24 General Notes - L.S. 1 1 8 8 Plan Sheets 40' Sheet 2 2 16 32 Plans Cheekin_ Sheet 4 - 1 4 I SSIB_QT-I, " 4 68� I Field Reviews Each 1 - 4 4 Meetings Each 1 - i 6 6 Supervision L%t L.S. - - 3 % of Subtotal TOTAL. + 4 SI :klenraIWghwaytasIs mk-03Mvs4-1A.wt4 SIGNALIZATION PLANS oject Name: Maguire Road-Section IV scription: SR 50 to New Maine Street ep&rssl By Fursan Munjed Date: I1117198 SCALE BASIS OF NO.OF NO.OP M—II ITEM II= ESTIMATE UNITS SHEETS 'UNITS TOTAL M=II COi/9:LENTS SIGNALIZATION PLANS Ke Sheet - Sheet 0 0 0 0 Included in Roadwa Set Tabulation of•uantities - Sheet 1 1 8 8 General Notes - L.S. 1 1 8 8 Plan Sheets 20' Sheet 1 1 60 60 Based on 1 Si:nalized Intersection SR 50 Mast Arm&Foundation Desi:n - U.S. 1 1 48 48 Plans Checlon: - Sheet 5 - 1 5 Si:nal Timin: Anal sis - U.S. I - 16 16 FDOT Utilit Permit L.S. 1 40 40 SR 50 _ SUBTOTAL 1 ' 4 „ '185 Meetings Each 2 - 6 12 I' Field Review Sheet 1 - 4 4 Supervision (5%) L.S. 1 - - 9 %of Subtotal 'TOTAL _ 210 ::klencal\highw*YWaISYmk.O3Med4-IA.wk4 UTILITIES eject Name: Maguire Road-Section IV scription: SR 50 to New Maine Street r B : Fursan Manjed Date: 11/17/98 + SCALE BASISOF, NO.OF NO.OF M-11 ITFM 1' FSTIMAT£ •nNrrs -suntTS 11NtTS TAf.M-W COMMENTS UTILITIES Utility Coordination Meetijgs - Each 2 _ - 12 _ 24 Utility Adjustment Sheets 20' Sheet 3 3 24 72 Plans Checking - Sheet 3 - 2 6 SUBTOT r 'E t 1oi Supervision(5%) - L.S. 1 - - 5 %of Subtotal TOTA l I07 :kkriW\highwry\WELVmk-0 limn41A.wM MISCELLANEOUS & OUT-OF-POCKET EXPENSES roject Name: Maguire Road-Section IV escription: SR 50 to New Maine Street reoared By: $}Irian Munjed Date; 11/17/98 TOTAL '. /rafting Medium (Mylar): 50 ® $12.50 $625 teproduction(Blue Line,Sepias&8.5 x 11): Blue Line Sepia 8.5 x 11 Total 1,600 249 1,900 2osts: Blue Line: 1,600 Sheets® $1.00 = $1,600 Sepia: 249 Sheets® $3.50 = $872 8.5 x 11: 1,900 Sheets® $0.25 = $475 _ $2,947 travel From: (Consultants Office) to Project and/or County Offices: (POV) 12 x 30 Miles Per Trip x $0.315 Per Mile = $113.00 $113 Calculations/Computation Time 100 Hours @ $20.00 /Per Hour $2,000 Shipping&Telephone 8 Months® $60.00 Per Month $480 TOTALMISCFI i.ANFOUS&011T-OP-POCKET EXPENSES I ' ' "$6165 g:kkricslW ighway\4w\'mk-031meg4-1 Awk4