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HomeMy WebLinkAboutAmerican Structurepoint, Inc./ENG/$504,815/20-ENG-03 3rd Ave Reconstruction from City Center to Elm Street; Design and ROW; 2020 Road Bond; Engineering - ASA 8 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D American Structurepoint,Inc. Engineering Department-2021 (APPROVED 1 Appropriation#2200 44-628.71 2020 Road Bond Fund;P.O. #105324 6y Jon Oberlantler at 1P:4Y pm,Jul l$lOYi Contract Not To Exceed$504,815.00 ADDITIONAL SERVICES AMENDMENT TO AGREEMENT FOR PROFESSIONAL SERVICES THIS AMENDMENT TO THE AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") entered into by and between the City of Carmel and American Structurepoint, Inc. (the "Professional"), as City Contract dated September 18, 2019 shall amend the terms of the Agreement by adding the additional services to be provided by Professional consistent with the Scope of Work attached hereto and incorporated herein as Exhibit "A". 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 American Structurepoint, Inc. by and through its Board of Public Works and Safety BY: DocuSigned b : By DocuSigned by; 6461444,1 F19A20CCE23A42D... FbL 123 James ralnar , residing Officer Authorized Signature Date: 8/4/2021 DocuSigned by: Cash E.Canfield,PE a tome. Printed Name a 7A°n 6W fke, Member Date: 8/4/2021 Chief Operating Officer Title Not Present Lori S. Watson, Member FID/TIN: 35-1127317 Date: Last Four of SSN if Sole Proprietor: ATTEST: DocuSigned by: Date: July 28,2021 �S u� us/kV Sue3vvo8anqq, Clerk Date: 8Jg4/2`021 [S:1Contracts\ProfSvcs&Goods Svcs\Engmeering\2021\American Strucnuepoint,Inc.ASA#8.doc:7/28/2021 10:24 AM] DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D Olou 9025 RIVER ROAD,SUITE 200 AICAN °1111 STMERRUCTUREPOINT INDIANAPOLIS,INDIANA 46240 TEL 317.5475580 FAX 317543 0270 July 16, 2021 Mr. Jeremy Kashman Carmel City Engineer One Civic Square Carmel, Indiana 46032 Re: 3rd Avenue Reconstruction from City Center Drive to Elm Street Dear Mr. Kashman, American Structurepoint, Inc. is pleased to submit this proposal for 3rd Avenue Reconstruction from City Center Drive to Elm Street Design and Bidding Services. The professional services will include survey, environmental survey, roadway design, landscape design, lighting design, utility coordination, bidding services, right-of-way engineering, and land acquisition for the planned roadway reconstruction project along 3rd Avenue from City Center Drive to Elm Street. Upon receiving notice to proceed from the City of Carmel, American Structurepoint will commence with the survey, environmental services, roadway design, landscape design, lighting design, utility coordination, and bidding services for a total lump-sum fee of$343,000. Right-of- way engineering and Land Acquisitions services will be invoiced on a unit cost basis according to the attached Exhibit B for a maximum amount of$161,815. Invoices will be forwarded to the City of Carmel on a monthly basis in accordance with our contract. We look forward to working with the City of Carmel on this project. If you should have any questions, please do not hesitate to contact me at(317) 547-5580. Very truly yours, American Structurepoint, Inc. X7s,#.1(,,S1 Cairo egs,70' Mike McBride Cash E. Canfield, PE Vice President Chief Operating Officer MTM/CEC:tjrn Attachment EXHIBIT A 2021 00543 1 OF 14 wwmstructurepointcom DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D Exhibit A Topographic Survey a. Scope of work to include traditional ground survey and limits are generally described as follows: i. 3rd Avenue: Beginning approximately 200 feet North of City Center Drive heading north approximately 2,100 feet to approximately 100 feet north of 2nd Street SW. See Survey Limits Exhibit on Page 9. b. When directed, the Professional shall survey the project location. The Professional shall obtain deeds of record, subdivision plats, survey plats, section corner location information, highway plans, and section or auditor plats for all properties within the project limits. The Professional's work shall be in accordance with I.C. 25-21.5; 865 I.A.C. 1-12; and the INDOT Design Manual (IDM) which is available online on the INDOT website, and which is incorporated by reference. If there is any conflict between I.C. 25-21.5, 865 I.A.C. 1-12, or the INDOT Design Manual,the order of precedence shall be: 1. I.C. 25-21.5 2. 865 I.A.C. 1-12 3. INDOT Design Manual II. Environmental Services Wetland Delineation: The proposed project includes conducting a delineation of anticipated aquatic resources and preparation of a Wetland Delineation and Waters Report performed in accordance with the USACE Wetland Delineation Manual (1987)and guidance provided by the USACE since 1991,including the appropriate Regional Supplement to the Corps of Engineers Wetland Delineation Manual. The proposed Scope of Services for the Wetland Delineation and Waters Report includes the following: 1. Records Review a. Review USGS Topographic mapping to evaluate shape and elevation of the land, drainage patterns, and vegetation, associated with the study area and surrounding area. b. Review the National Wetland Inventory mapping maintained by the US Fish and Wildlife • Service to evaluate any potential baseline wetland mapping already established for the study area. c. Review high-resolution ortho-photography from the Indiana Geographic Information Council to evaluate land use of the study area and surrounding area,and other features such as waterways, drainage patterns, flooding, or dark coloration of surface soils indicating hydric soils. d. Review the Hamilton County Soil Survey to determine soil classification and drainage features within the study area. e. Prepare a written summary of the records review, including narrative description of physical setting of the study area. 2. Field Reconnaissance of the Study Area a. Investigate and evaluate site in compliance with the Corps of Engineers Manual for Wetland Delineation. 7/16/21 EXHIBIT 2021 00543 A 2 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D b. Collect the appropriate number of data points to sufficiently document the presence and/or absence of wetlands and their boundaries based on an assessment of plants, soils, and hydrology observed on the site. c. Identifying any drainage channels, and assess their habitat using the methodology described in Methods for Assessing Habitat in Flowing Waters: Using the Qualitative Habitat Evaluation Index(QHEI) Manual(Rankin 1995 and 1989; and Platts et al., 1983). d. Photo-document the study area, including all data points, aquatic resources, and drainage features. e. Prepare a summary of the field reconnaissance, including narrative and tabular summaries of site conditions observed and exhibits depicting site conditions, including aquatic resource acreage and/or linear feet. 3. Prepare Evaluation and Report a. Prepare a written report summarizing the results of the records review and field reconnaissance consistent with the 1987 US Army Corps of Engineers Wetland Delineation Manual. The report will be acceptable to both the US Army Corps of Engineers and the Indiana Department of Environmental Management. b. Include the Environmental Professional's opinion of the jurisdictional analysis of the aquatic resources identified in the study area III. Roadway Design a. Professional shall prepare preliminary and final plans, special provisions for the specifications, and opinions of probable cost for the construction of the streets. The plans shall be in accordance with the accepted standards for such work and in accordance with the following documents in effect at the time the plans or reports are submitted except as modified by supplemental specifications and special provisions,if any:the City of Carmel Standard Drawings;the American Association of State Highway and Transportation Officials "A Policy on Geometric Design of Highways and Streets, Part V"; and the Indiana Department of Transportation's Standard Specifications. The opinions of probable cost for construction shall be prepared according to the current practices of the City, and shall include all types of work required for the complete construction of the work, including all temporary work necessary in connection therewith, but shall not include the cost of such items of work for which the City, through its own forces or through other party or parties,will perform the actual construction or engineering. The unit prices to be used shall be in accordance with the methods used by the City. b. Professional shall provide roadway design services for the following locations: i. 3rd Avenue from approximately 200' north of City Center Drive to approximately 400' north of Elm Street ii. Including no more than 200' along Elm Street and no more than 500' along Industrial Drive iii. Including intersection treatments(Single Lane Roundabouts or standard intersections)at both 3rd Avenue / Elm Street and 3rd Avenue / Development Entrance. Development Entrance is anticipated to be located approximately 350' south of Industrial Drive on the east side of 3rd Avenue. iv. Roadway Typical Section is anticipated to include full roadway reconstruction with two travel lanes, on-street parallel parking on both sides of the roadway, and standard 6' or 8' sidewalks on both sides of the roadway separated by a grass buffer strip 7/16/21 EXHIBIT 2021 00543 A 3 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D C. Professional shall coordinate with the City and surrounding Developments of Pure Development and Pedcor. Coordination shall include up to two(2) design meetings. d. Professional shall schedule and host an on-site preliminary field check meeting and prepare and distribute field check meeting minutes at the appropriate time (40% complete plans) during the design phase. e. Professional shall prepare and submit a Rule 5 Erosion Control Plan to procure appropriate Notice of Intent for Construction. f. The Professional shall design storm sewers to collect and convey storm water maintaining the existing drainage patterns for the watersheds within the project. g. The contract plans shall include a Title Sheet, Index Sheet,Typical Section Sheets,Miscellaneous Details Sheets, Plat No. 1 Sheet, Maintenance-of-Traffic Sheets, Plan and Profile Sheets, Construction Details Sheets, Spot Elevation Sheets, Pavement Marking and Signing Plans, Lighting Sheets, Landscaping Sheets, Erosion Control Sheets, Structure Data Table, Underdrain Table, Approach Table, and cross-sections. h. The contract documents shall contain sufficient information to enable the contractor to perform the required work. i. Upon completion and final approval of the deliverables by the City,the Professional shall deliver to the City the following submittals/deliverables required for the design activities(all plans black and white unless otherwise noted). i. Preliminary Plans:Two(2)full-size(22"x34")plan sets,two(2)half-size(11"x17")plan sets, and one (1) preliminary opinion of probable construction cost provided to the Owner. ii. Five(5)full-size(22"x34")plan sets or digital plans provided to utility companies Final Plans—four(4)full-size(22"x34")plan sets,one(1)quantity and design calculation binder, one (1) specifications document, and one (1) final opinion of probable construction cost j. Professional will be available during construction to review and reply to RFI's, and/or product submittals. IV. Utility Coordination a. The Professional shall identify and notify all affected utilities and coordinate plans for utility relocation. The Professional shall assist the City with the preparation of all required utility relocation agreements. The Professional shall maintain a record of all utility contracts to be submitted to the City. V. Lighting Design a. The Professional shall provide engineering and prepare roundabout lighting plans, photometric analysis, preliminary opinions of probable cost, and specifications for providing roundabout lighting for the proposed roundabouts at the intersection of 3rd Avenue&4th Street, 3rd Avenue& Proposed Development Drive in Carmel, Indiana. Development Entrance is anticipated to be located approximately 350' south of Industrial Drive on the east side of 3" Avenue. 7/16/21 EXHIBIT 2021 00543 A 4 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D b. Lighting submittals will include Preliminary Plans, Stage 3, and Final (100%) design drawings. c. The design will be based on City of Carmel Standard using 30' light poles with 8' mast arm length and approved luminaires. d. Coordination Meetings(up to two(2)) with Owner. e. The Professional will review all roadway lighting shop drawings. VI. Landscaping Design Corridor Landscaping 1. Corridor Landscaping Plan(Preliminary Plans): a. Provide conceptual landscape design for all landscape beds within the project limits, including street trees and landscape within bump-out islands adjacent to on-street parking. b. Design will include 3rd Avenue R.O.W. between City Center and 2 Street SW. c. All trees, shrubs, and perennial plantings are to be identified to meet required City sizes based on caliper inches and height at planting. d. Drawings will be provided to City for review and comment, and all revisions will be addressed per comments. 2. Corridor Landscaping Plan(Final Plans): a. Provide final landscape design drawings based on Preliminary Plan drawings and City comments. 3. Landscaping Details: a. Details will be provided for all planting applications and specialty treatments. b. Where necessary, all standard City details will be provided for tree and shrub installation. c. Drawings will indicate plant spacing requirements including relationships toadjacent road and sidewalk treatments. 4. Specifications a. Technical Specifications will be provided for all pertinent elements to be included with the designed landscape. b. A final opinion of probable construction cost will be provided and used within bid documents based on all landscape improvements. 5. Irrigation Drawings a. Plans, specifications, and details will be submitted to provide irrigation within the proposed project limits along 3rd Avenue and at the two roundabouts. 6. Construction Administration: a. All shop drawings and product submittals are to be reviewed by the landscape architect. b. Any requests for additional information will be provided by the landscape architect 7/16/2 1 EXHIBIT 202 0054 3 A 5 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D and coordinated with design team members. • SITE PUNCHLIST: A final site walkthrough with a written report will be provided upon request to identify that all designed elements have been installed correctly. • Pre-bid meetings and construction meetings will be attended by the landscape architect,upon request. Roundabout Landscape and Hardscape(Preliminary Plans and Final Plans) 1. Design Drawings: a. Provide a minimum of two(2)conceptual hardscape treatments and decorative design elements within two(2)roundabouts, and provide rendered concepts. b. Provide final landscape and hardscape design construction drawings for elements within two(2)roundabouts based on preliminary plan drawings and City comments. 1 c. All trees, shrubs, and perennial plantings are to be identified to meet required City 1 sizes based on caliper inches and height at planting. d. All specialty treatments are to be noted and defined via keynotes and details. 2. Landscape Details: a. Where necessary, all standard City details will be provided for tree and shrub 1 installation. f b. Landscape, hardscape, and structure details will be provided for the construction of all decorative components within the centers of two (2) roundabouts. This does not 11 include structural components/foundation design for potential sculptures within the roundabouts. f 3. Specifications a. Technical Specifications will be provided for all pertinent elements to be included ' with the designed landscape. f if b. A final opinion of probable construction cost wifi be provided and used within bid documents based on all decorative components within the two central roundabouts. Master Plan Development 1. The site is approximately 18.8 acres,consisting of 16 individual parcels,and is located south of Industrial Drive, west of 3rd Ave Southwest, and north of the North Walnut Street intersection. f ff , , „,f. ' • -" ,,,.. ,,M ;:11 °IfI.k`c),.. 1J.f ,rlo iilr , ,,-,, > -, 7 --',!'"1 , •"-A,,•,„6A'''' ',71111 I W11 r .;/ - — I 41'7'311 ,• ,o, m , /1, ., -,, (Ilk kilA' k/z40 1 " W' 7// 0 ,"11 ,IIIIIIIIIIIIIIII,,,, 1(/ 1)i't,), 1,NI 'ae gil',49',4 Ay-r i', •", 0 40000;100101010100,0010111 ollII6 0/ id , .,1 oriku,„ a -...' II' )°1114t,1 '°•07R 1!`',',; ",' [ , ''',"'•11,101,1 l,,rivr,I , ", ,! ,,-41p4,ei'),- ''4 , 7/16/2 I — - - EXHIBIT 2021 00543 A 6 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D 2. Preliminary Concepts a. Provide a minimum of two(2) preliminary site plans for review by the Owner. b. Drawings will be hand-sketched to discuss use, layout, vehicular connections, and multiple design opportunities. c. Proposed adjacent development will be shown in context with the proposed graphics, and concepts will be created to tie-in to adjacent design elements and themes. d. Drawings will address transitional recommendations between the new development and existing residential and commercial developments adjacent to the site. e. Concepts will be created to accent the urban nature of the adjacent development. f. One (1) in-person meeting is anticipated to discuss programming, site requirements, and concerns, and charrette ideas for revisions to preliminary design concepts. 3. Final Master Plan a. A final master plan rendering will be provided after receiving input on preliminary concepts. b. Building footprints, generic hardscape treatments, and generalized landscape recommendations will be provided to create a series of urban nodes within the adjacent development c. Keynotes will be provided to note pertinent information of recommended amenities, materials, finishes, and fixtures within the proposed site. d. Drawings will include recommendations of infrastructure improvements, including road connections, pertaining to the future alignment of 3rd Ave SW. e. One (I) mounted drawing of final plan may be provided on request. (foam-core; 36"x48") f. One (1) final meeting will be conducted to share finished renderings and present all graphics provided for the site. g. All information provided on adjacent development will be provided by Owner or via public access information. h. Any additional communication and design presentations not specifically listed above will be provided in a digital format. Any additional meetings will be billed separately on a time& materials basis,at the discretion of the Owner. VII. Right-of-Way Engineering and Land Acquisition a. Professional shall provide right-of-way engineering services,to City of Carmel, for the additional right of way needed for the project improvements for the affected parcels according to Exhibit B. EXHIBIT 7/16/21 A 202 I 00543 7 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D b. Professional shall provide land acquisition services for the affected parcels as shown in Exhibit B. VIII. Bidding Services a. Professional shall assist the Owner in advertising for and obtaining bids or proposals for the Work and, where applicable, maintain a record of prospective bidders to whom Bidding Documents have been issued,attend pre-Bid conferences, if any, and receive and process contractor deposits or charges for the Bidding Documents. b. Professional shall issue Addenda as appropriate to clarify, correct, or change the Bidding Documents. c. Professional shall provide information or assistance needed by City in the course of any negotiations with prospective contractors. d. Professional shall consult with City as to the acceptability of subcontractors, suppliers, and other individuals and entities proposed by prospective contractors for those portions of the Work as to which such acceptability is required by the Bidding Documents. e. Professional shall attend the Bid opening, prepare Bid tabulation sheets, and assist City in evaluating Bids or proposals and in assembling and awarding contracts for the Work. IX. Items Excluded a. Permitting beyond IDEM Rule 5 b. Geotechnical engineering c. Retaining Wall design d. Culvert design e. Stormwater Detention design f. Pavement,design g. Utility Relocation design h. Traffic Analysis i. Traffic Data Collection/Traffic Forecasting/Traffic Modeling j. Traffic Management Plan k. ITS Design Services 1. Wetland and Stream Mitigation Design m. Subsurface Utility Engineering(SUE) n. Landscape Monument/Sculpture or specialty structure design o. Landscape Architecture three-dimensional modelling p. Decorative hardscape design on paths/sidewalks q. Public Meetings r. Requests for Approved Jurisdictional Determinations EXHIBIT 7/16/21 2021 00543 A 8 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D s. Investigation and evaluation of potential mitigation or restoration planting site(s) t, Extensive Stormwater BMP design(sizing mechanical BMP structure in accordance with INDOT Sample USP "Stormwater Treatment System" is included in Roadway Drainage Improvements, any storm water quality design beyond INDOT Sample USP "Stormwater Treatment System" will be treated as Extensive storm water quality design). EXHIBIT 7/16/21 A 2021 00543 9 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D lout � :_��r.�l���sxrrr��wla�1 A ^d r�( '�!' "Wll"TARA �( jl': J1 dli4' �' I` W 3rd Avenue I �9 y � , � ,,. Leg nd Carmel,IN y d I 1 , ud � ��I ;' 3rd Avenue'Survey Area . 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Y fi I�II�... ,. ASS I WYi �^' ICI d' Y M'r-mc°"µ �.. 1 V �1� fro', tl IVY d ,r .I' m ,.... gllwl000.� I� I W w dI 1 "I 1 IurYl IIVI 'V �"'., 11,1 � I tl I YV'I I! �' h» ' . u ' / 11 1 r OGII IV �', Ii1 Ir .V� ,li �Iwpl l q Iloh!M�,1„.1 „ "1 " ,.4 II Im wtl : 1M�na b"°� „C I16� I .,I. r,II r. r' ° , V 9 �uV11 ,dlv � k '�IIIIP luJ ©' EMI A �, I m K �. N vN e� •di Iv a,',m F, { ` ., "'�'.'.' "I� -I 0 qq�, M� M„ ��� 'd�"' mm m""n ,r III N I. . „ L. ! Wr C IVdq� ,I E; 1L9 x, .,W. �� mY�4 I °0 Autumn Dr.q ' .,,I Y V tg !/ t " ;. �"+y(� ITro+•.__ .._ .,....._ r..[ � '' rc ,:.� d� ,aa;�N .� f..r:,wu r«':a✓,k , rJG).br f� rn'4 v `" �t o,;:s-'C-�J , -,,t. � w4,4 , H , � .,.__.., r.ralia ,1 IV ,,,'' , ,,,( I° nn, ,•n ci;l �A/onon'-ms .-- ` � Iqv, �_ ' y"9 1. '+i Fwmfn"�l,' „T tell 1 W' ,,,, .. m --, - I,1 6li n — :1;-' 4 �lll,N 'L"T eater Drsl , ,,,,lr - ti ; �,..' .mm��"�" �:M�„�-�ry� 1:� '�,,,,, ,",!I�N',���"1n ,,,,—,—,,,,,gm,,, •�r_r.;,,.��..�we.' ,�o' ^`L�'�..__..r!._...,. mL ._�". ,�.,_.."._.�..._ ..,..___._.,.._ EXHIBIT A 10 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D 3rd Avenue SW ', 2nd St 1, Reconstruction Option 3 NOT FOR CONSTRUCTION 10,„1.1,„,:,,m, IF, 1 1,,,,,v,„,,,,e,,,,,,,,s,s,,,I,1,,, ,111,1,,,, ,1..... 11, ,, _ ,. .,•441,1' ',,,,,,,"4, 11 1/6/2021 1,A„ 1 ;t,44,4 (111111„„(1101 1 1 ii''':'' t 4 TAPP-, „L„:444,444,„11„,,,,4111.17 714/74111„ 1147,71141111111111111,4 4744,,7 11,1441,„,,,,,,,',',,--44,0,,4,0,4,0 A t,„ flgiiie), ,,,L, .,, ,,,A,,A 1, , r t`,,,, 1111111 ,v,411011, '-'/,x 'ff,?Ah ii 0 'r 1 „- Scale 1125 Jo::,,,,,,.,•,',,,fil'!I'lc;,,IR,,,:,I I 1;,,f)1,11,3g1,1,F1,,1,1,,,,,,!,,!',,,„,1,11,1:,,:,,,,,',:1,,!1:,,I,,,,1,,,I,,:i 1!,r;I:,,I,,,11, f ,,,,,'Ato$11,11;,,,,,,,r4p,"",i,,1,,,1,11,,,;,,,,,,,,t,„:,„„pf,•,,,,,,,y,,,,,,,.0,,,,,,,I,,,, ,,,, ,„,,,,,, ,,,,, ,,,,,,, ir, ', 111 ' '4 ' 1,frunnwra B10101M00/111E0111a11,,'......11MINMINIV114140014.,, ' . .. 4 "I 4th St L',r, Wrhof4' 4110 1111'0111 1(,1.111 ,..4, '. ,..1' g1111111111t 1(/• ,' '.;,.....'",,go 1 'i 1 lIfirl,,1d/f61/4f.1,,I, .?1, , 1 i'1 11111111,111111 'I,',Al;1( 6,.10', , 4, 44,44,4, h f 44.7 I ,, ',,,'T,i, 111,111111111i:111;I: .. 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'1 EXHIBIT 4 , ''111474474,444,,,, , f ' " ,,,', „44,-„,„... „4„7th,,),„44,. -,,„,,,4, -11 ' --„4„,„„,,,17 7 ,4, i,,,,t,44 4,„,„ , , TIlqi 0 0 1 Of NV'N',„: ,N,,,:u ::„„4,6N;,..,",N,,,,Nic';''',p''',',f,t'ANt'l N,,,N04,NNNNf,:7,:.,., A 11 'i.yi ,,Ir , , I, ' 0,10, - ' 10 ''''fir:0- -`0-c V10.y4 '' dd ',0//0'000, ,d'v '",'' . ; ,,4, ,, , ,.4,. ,e,Fr;t- ,,„4/, ;4 4144 0°,,t00,q,'A!,,y,00„, ' PAGE 11 OF vg ,,, ,, l'4„,,,,,4„le", 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D lad Avenue FEE PROPOSAL,Oate®:3/102021 ...., W w EL.F,SS. _R5E a WA,EAdEo,,.,.,.,19 tl AHS tad MpeW ,n ;w aw.nr„r rn. mm ^.na,.e.,abwr sr I ,rem I owe w rkiore. w..W""'nfm 1 "�",wN'�kf�yk "°.,� 1 4 S Y,r...: h. ,r-....,�.mm' 1P6x 91`d SI t mmi' inn w er zsr A. o-p.ipn.�eeew ea �pm.xo.a.+ma I prate.. ..x r'" .. .,iu ....... 04010, rec cox "" Ym..m. ....,., 'W ' Y 1i Im Yarua yn ou. mm rPL�r.',n.'' roe Assad saws ot rP 1 Itratarerearre Y Y xNro x tl a , Ara*ma"Aar s rr4 YW9'S',U0t coat Me for PM AM wawabn"MN,NrcbMn APA,Appnlul Socork Appnler.App..*RoaY..Suylnp sod R/M Manua. Inc Oda Rea ASn.rronit YJ be adjusted bead QM MOOT ES.San..Ohara a1 P..n.o1 RW when warn.n performed NOM vela gees lased en MI MOOT ea&rade. LPA records necnury dewed...11a Recording tee Mill not be dlled. 'RPA babe.IC 11-24 Ernasnl Doman. EXHIBIT A 12 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D AMERICAN STRUCTUREPOINT, INC. TRANSPORTATION GROUP 2020-2021 STANDARD HOURLY RATES SCHEDULE Standard Hourly Rates are subject to annual review and adjustment. Hourly rates for services in effect from July 1, 2020, to June 30, 2021 are: EMPLOYEE CLASSIFICATION HOURLY RATE Principal $300 Project Manager $240 Senior Engineer $190 Project Engineer $150 *Staff Engineer $105 Senior Planner $150 Project Planner $135 *Staff Planner $75 Senior Environmental Specialist $200 Environmental Specialist $140 *Staff Scientist $90 Senior Designer $190 *Designer $160 *Senior Technician $145 *Technician $105 *Researcher $110 Senior Registered Land Surveyor $185 Registered Land Surveyor $150 Staff Land Surveyor $110 *Senior Survey Crew Chief $175 *Survey Crew Chief $125 *Survey Crew Member(1) $85 *Resident Project Representative $145 *Construction Inspector $110 *Interns and Co-ops $65 Landscape Architect $130 *Rates for these classifications are subject to overtime premium of an additional 0.19 x hourly rate. EXHIBIT A PAGE 13 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D REIMBURSABLE EXPENSES Reimbursable expenses include direct expenses incurred by American Structurepoint, Inc., or our consultants in the performance of work which is directly related to the project. These expenses are in addition to compensation for Basic and Supplemental services. Reimbursable expenses will be invoiced at 1.1 times our direct costs. These expenses include, but are not limited to, the following: • Renderings, models, or colored elevations • Governmental agency review or permit fees • Reproduction of documents for governmental agency review, bidding, or construction • Reimbursable expenses charged to us by subconsultants • Airline tickets, car rental, mileage, and per diem expenses for out-of-town travel • Couriers and overnight deliveries, including FedEx, UPS, or similar carriers The following expenses, if incurred in the process of providing professional services included in basic services, are included in the fee noted and are not considered reimbursable expenses: • Printing for in-house purposes and progress meetings • Plotting expenses • Computer charges • Postage and handling EXHIBIT A 14 OF 14 DocuSign Envelope ID:AA00AF8E-1CC8-497A-9DE9-DB327337CC5D Page 1 of 1 INDIANA RETAIL TAX EXEMPT y 1 4 r3 if 1 k.,inuy o:t L',irmel CERTIFICATE NO.003120155 002 0 PURCHASE ORDER NUMBER FEDERAL EXCISE TAX EXEMPT 1 05409' ONE CIVIC SQUARE 35-6000972 THIS NUMBER MUST APPEAR ON INVOICES,AJP CARMEL, INDIANA 46032-2584 VOUCHER,DELIVERY MEMO,PACKING SLIPS, SHOPPING LABELS AND ANY CORRESPONDENCE FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR CITY OF CARMEL- 1997 PURCHASE ORDER DATE DATE REQUIRED REQUISITION NO VENDOR NO DESCRIPTION 7/23/2021 00350562 20-ENG-03-3rd Ave Reconstruction from City Center to Elm Street-Design&ROW AMERICAN STRUCTURE POINT, INC City Engineering's Office VENDOR 9025 RIVER RD SHIP 1 Civic Square SUITE 200 TO Carmel, IN 46032- INDIANAPOLIS, IN 46240- Laurie Slick PURCHASE ID 1 BLANKET CONTRACT PAYMENT TERMS FREIGHT 58149 QUANTITY UNIT OF MEASURE DESCRIPTION I UNIT PRICE EXTENSION Department: 2200 Fund: 0 2020 Road Bond Account: 44-628.71 1 Each 20-ENG-03 -3rd Ave Reconstruction from City Center to Elm $343,000.00 $343,000.00 Street-Design 1 Each 20-ENG-03 -3rd Ave Reconstruction from City Center to Elm $161,,815.00 $161,815.00 Street-ROW Sub Total $504,815,00 „,-''-",;„,1 ' e/ \,, "",, Hi \ \I I! ,:‘ ,,, ; Send Invoice To: '' , ,,b" / Jill Newport \ / CrossRoad Engineers, PC .4, / 3417 Sherman Drive Beech Grove, IN 46107 ',,,„ ,dr, , ii:'ju' irik ,,,/ PLEASE INVOICE IN DUPLICATE T DEPARTMENT iI ACCOUNT I PROJECT —1— PROJECT ACCOUNT I AMOUNT PAYMENT $504,815.00 SHIPPING INSTRUCTIONS 'AY VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P 0 NUMBER IS MADE A PART OF THE VOUCHER AND EVERY NVOICE AND VOUCHER HAS THE PROPER SWORN 'SHIP PREPAID AFFIDAVIT ATTACHED I HEREBY CERTIFY THAT THERE IS AN UNOBLIGATED BALANCE IN 'C,0 D SHPMENF CANNOT BE ACCEPTED THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER *PLIRCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABE .THOS QPDER ISSUED IN COMPLIANCE WITH CHAPTER 99,ACTS 194 ....... . • -•._.-... 0,1“--e C-_-_,0 AND A C 5 AMENDATORY THEREOF AND SUPPLEMENT THERETO ORDERED BY Jeremy Kashman James Crider TITLE Director Director of Administration CONTROL NO, 1 05409 CONTROLLER