Loading...
HomeMy WebLinkAboutREMC City of Jeffersonville Government Contract Coversheet Please note: All information MUST be completely filled out and submitted to Clerk's Office within 48 hrs of execution. Date Submitted to Clerk: I 0 51 1 Z6 Department: CtAitit(01Wteir+ Vendor Name: Sign Date: I C/ 1-5 2 Ending Date: Amount of Original Contract: 57 Ole Is this an amendment or change order to original contract? Yes or (V-rc_;$ Amended Contract Amount: Purpose: fir( (A/14,S For Clerk's Office to fill out Date uploaded to Gateway: r�)503 RELOCATION AND REIMBURSEMENT AGREEMENT Work Description: Relocate Electric Lines existing along the roadway(s),or sections thereof,known as Charlestown Pike which roadways run from STA 502+73.91 to STA 592+05.15. Project No. Charlestown Pike—Phase 2 Agreement No. County: Clark Municipality: City of Jeffersonville THIS RELOCATION AND REIMBURSEMENT AGREEMENT ("Agreement") is entered effective as of ( ,( Ili( 25. 2 )2 7 (the"Effective Date") by and between THE CITY OF •JEFFERSONVItLE, a city in the state of Indiana with its principal office located at 500 Quarter Master Court, Jeffersonville, IN 47130 ("Public Entity"), and CLARK COUNTY RURAL ELECTRIC MEMBERSHIP CORPORATION,an Indiana rural electric cooperative duly organized and existing under Ind. Code 8-1-13 with its principal place of business located at 7810 Highway 60, Sellersburg, Indiana 47172 ("Clark County REMC"). Public Entity and Clark County REMC may be collectively referred to herein as the"Parties"and individually as a"Party." Recitals This Agreement is based on the following recitals which shall be, and are hereby, made a substantive part of this Agreement: WHEREAS, Public Entity desires to improve, widen, reconfigure, expand, or otherwise change that certain segment of roadway(s)(which may include bridge repairs and culvert replacements)within its jurisdictional boundaries (the"Project"); and WHEREAS,the Project runs from STA 502+73.91 to STA 592+05.15 (the "Roadway"); and WHEREAS, Clark County REMC is an electric cooperative organized for the purpose of distributing electric energy to its members; and WHEREAS,Clark County REMC has electric lines and other electric utility facilities located along the Roadway that will have to be abandoned or removed and relocated in order for Public Entity to complete its Project; and WHEREAS, Public Entity has requested Clark County REMC to relocate Clark County REMC's existing electric facilities that are within the area of the Project to allow Public Entity to complete the Project; and WHEREAS, Public Entity has agreed to pay all of Clark County REMC's costs and expenses (including labor costs) of removal and relocation of its electric facilities and to reimburse such costs and expenses based on monthly progress billing invoices; and WHEREAS, Clark County REMC has agreed to remove and relocate its electric lines and other electric utility facilities within the area where, as needed, Roadway is being improved, widened, reconfigured, expanded, or otherwise changed (the "Project Area") and to construct new electric utility 1 lines and facilities outside the Project Area as is necessary to maintain electric service to its members all in accordance with the terms of this Agreement; NOW, THEREFORE, in consideration of the foregoing recitals and the mutual promises and covenants contained herein the Parties agree as follows: A. RELOCATION WORK: All of Clark County REMC's work incidental to the removal and relocation of its utility facilities("Relocation Work") shall be performed by Clark County REMC with its own forces andlor Contractor(s)paid under a contract secured by Clark County REMC. ii. Public Entity acknowledges that other entities("Third Party Attachers") have the legal right to attach their lines and facilities to Clark County REMC poles. In the event that any such lines and facilities not owned by Clark County REMC are attached to any Clark County REMC poles within the Project Area, Clark County REMC shall notify Public Entity of the location of all such poles and the owner or operator of such lines and facilities. Public Entity and Clark County REMC shall both be obligated to notify such Third Party Attachers of the deadline by which their lines and facilities must be removed and transferred; however, Clark County REMC does not incur any liability for the failure of such facilities to be removed before any Project deadline. iii. Public Entity acknowledges that there are some locations where Clark County REMC has its lines and facilities attached to poles owned by other entities. Clark County REMC shall notify Public Entity if any such poles are located within the Project Area and the name of owner or operator of the company(ies)that own or operate such poles.Clark County REMC does not incur any liability for the failure of such poles to be removed before any Project deadline(s). iv. Public Entity's engineering drawings showing the detailed plans for Relocation Work are set forth in a certain Utility Layout Sheet prepared by United Consulting.,dated May 2022, and attached herewith and incorporated herein by reference as a substantive part of this Agreement,marked Exhibit A. v. Clark County REMC may make necessary changes to such detailed plans prior to or during the progress of the Relocation Work so long as any such change does not interfere with Public Entity's Project or diminish the ability of Clark County REMC to deliver safe and reliable electric service to its members. vi. Prior to commencement of Relocation Work, Public Entity shall have first consulted and cooperated with Clark County REMC to establish reasonable periods for the performance of the Clark County REMC Relocation Work and shall afford Clark County REMC sufficient lead time to construct new or relocated electric utility lines and facilities to prevent interruption in service to Clark County REMC members. Public Entity may not establish any arbitrary, capricious or unreasonable completion date for any portion of the Project to be performed by Clark County REMC. Clark County REMC's completion date(s)shall be subject to force majeure delays as set forth herein. Reasonable extensions of time, taking into account the nature of the delay and the requirements of the Project, shall be granted if Clark County REMC incurs delays in its work for matters beyond its control.Clark County REMC shall notify Public Entity within a reasonable time if Clark County REMC determines that it has incurred a delay for matters beyond its control. 2 vii. Prior to commencement of Relocation Work, Public Entity shall have provided Clark County REMC with a copy of Public Entity's work plans and given Clark County REMC ample opportunity to inspect same as they affect the Relocation Work. Clark County REMC may require changes in Public Entity's contractor work procedures where safety or continuity of electric service is involved. viii. Clark County REMC will begin Relocation Work within 60 days from the date it receives written notice from Public Entity that the Relocation Work is to begin ("Notice to Proceed") or at such time when Clark County REMC has the materials needed to commence the Relocation Work in hand, whichever date occurs later. The Relocation Work shall be completed within a reasonable number of days following the Notice to Proceed, subject to the force majeure provisions set forth herein. Notwithstanding anything contained herein which may be construed to the contrary,Clark County REMC's members shall be provided electric service from the electric distribution facilities to be relocated that shall not be interrupted by Project demands until such time as electric service can be provided via the relocated electric distribution facilities. B. EASEMENTS: Notwithstanding anything to the contrary contained herein, Clark County REMC may not be required to complete the Relocation Work before it has secured the easements and temporary construction easements necessary to relocate its electric lines. Public Entity shall reimburse Clark County REMC all costs (including without limitation engineering costs)associated with securing same,if any.If the actual cost of securing such easements exceeds the estimated costs,Public Entity shall reimburse Clark County REMC the actual costs. C. ESTIMATED RELOCATION COSTS: It is estimated that the costs of completing the Relocation Work will be $537,906.99; however, Public Entity shall pay the actual costs and expenses of all materials,labor and overheads associated with the Relocation Work regardless of whether the actual costs differ from the estimated costs. Nothing contained herein shall require Public Entity to pay for betterments (as described in the following section titled"Reimbursement"). D. REIMBURSEMENT: Public Entity shall reimburse Clark County REMC for all its costs of materials,labor and overheads including, but not limited to, the costs of(a) engineering services, (b) securing easements, (c) "before you-dig" location services, (d) additional work resulting from unknown subsurface conditions, and (e) all other costs incidental to the Relocation Work. In the event Clark County REMC purchases an item of replacement material which is upgraded or enhanced as compared to the item of material being replaced,Public Entity shall not be required to reimburse Clark County REMC for the betterment costs. For the sake of clarity Public Entity will nevertheless be required to pay the cost that would have been incurred for a new like-kind item used in the Relocation Work unless the original item from the Project Area was reused or repurposed in the relocation area. 3 E. PAYMENT METHOD/PROGRESS BILLING: Clark County REMC shall submit a request for payment monthly for Relocation Work. Public Entity shall pay each request for payment within thirty(30)of receipt thereof. F. FORCE MAJEURE: Clark County REMC shall not be liable for any failure or delay in performance under this Agreement to the extent said failures or delays are proximately caused by reasons,events or causes beyond its reasonable control and occurring without its fault or negligence, due to such things, without limitation, as industry wide strikes or other labor troubles, governmental restrictions and limitations, inability to secure or delays in securing needed easements, unusual shortages of labor and materials, supply chain issues, war or other national emergency, delay in transportation, accidents, fire, damage or other casualties, natural disasters, including without limitation floods, earthquakes,hurricanes and other adverse weather conditions(including without limitation rain and snow), which preclude or materially limit Clark County REMC's ability to complete any removal and relocation work deadline(s) under this Agreement. Clark County REMC shall give Public Entity reasonable notice of the cause of the delay unless it is a local weather event known by Public Entity. G. COMPLIANCE WITH LAWS: Clark County REMC and Public Entity shall comply with all laws, rules and regulations of all federal, state, and local governmental bodies having jurisdiction relating to the termination of electric service inside and outside of the Project Area and the Relocation Work. H. PERMITS AND INSPECTIONS: Public Entity shall cooperate with Clark County REMC in securing and expediting, to the extent practicable,the issuance of permits and the inspection of work to be performed with a view toward the completion of the work required to be done by Clark County REMC within any time deadline allowed or required pursuant to this Agreement. I. PROTECTION OF SERVICE TO EXISTING MEMBERS: Prior to discontinuing,relocating or abandoning any Clark County REMC facilities,Clark County REMC shall determine that no existing member will be left without electric service for any period of time longer than it takes to transfer power from the abandoned to the new distribution facilities regardless of whether such existing member shall be located within or outside of the Project Area. Clark County REMC shall not be required to discontinue service to any member until alternate means of providing electric service to the member has been constructed. If such delays will delay the completion of Relocation Work beyond any completion date as may be set forth herein,Clark County REMC shall notify Public Entity of such fact and Public Entity shall grant an extension of time for the completion of Clark County REMC work. Clark County REMC will use its best efforts to avoid such delays in providing alternate means of service to its members. Public Entity shall reimburse the cost, if any, of providing such alternate means of service to Clark County REMC's members. 4 J. INDEMNITY; LIABILITY; INSURANCE: The Parties agree that each shall bear responsibility and liability for their negligent acts in which damages are incurred to any person or property or both arising directly or indirectly out of or in connection with this Agreement or the performance of work under it and to the extent damages are incurred as the result of the actions of their officers, employees, agents or contractors. Each responsible Party shall defend and indemnify the other Party for any negligent acts, errors or omissions committed by it, its officers, employees, agents or contractors, except as may be prohibited by law. Each Party represents and warrants it maintains comprehensive primary non-contributory general liability insurance and all coverages required by law sufficient for the purpose of carrying out the duties and obligations arising under this Agreement. Each Party shall provide the other Party with a copy of its certificate of insurance upon request. K. NOTICES: All notices related to this Agreement shall be in writing,directed to the designated representatives of the Parties as indicated below, and delivered by(a)certified mail with return receipt requested, (b)hand delivery with signature or certification,or(c)email. For official email notice,(a)the email subject line must include at least "Official Agreement Notice — Agreement No. [Agreement Number at the Top of Page 1 of the Agreement]"and(b)the email must include a PDF copy of this Agreement. Notice shall be deemed effective on the date received. The Parties agree to actively maintain their respective email addresses listed below, but the Parties may change their notice contacts, including email addresses, at any time by written notice to all Parties. The initial representatives of the Parties are as follows: Clark County REMC's Notice Contact: Jason Clemmons Chief Executive Officer 7810 Highway 60 Sellersburg, IN 47172 Email: jclemmonsta'clarkremC.coon Phone: 812-246-3316 Public Entity's Notice Contact: Andy Crouch City Engineer 500 Quartermaster Court Jeffersonville, IN 47130 Email: acroucli citvofieffnet Phone: 812-285-6476 L. OTHER CONTRACT TERMS: i. Legal Autha•ity:Each Party to this Agreement warrants that it possesses the legal authority to enter into this Agreement and that it has taken all actions required by its procedures, articles of incorporation/organization, bylaws, and/or applicable law to exercise that authority, and to lawfully authorize its undersigned signatory(ies) to execute this 5 Agreement and to bind it to its terms.The person(s)executing this Agreement on behalf of a Party warrant(s) that such person(s) have full authorization to execute this Agreement. This Agreement shall not be binding upon Clark County REMC,its governing board unless signed by Clark County REMC's authorized representative. ii. Entire Agreement, Changes, and Amendment: This Agreement constitutes the entire agreement between the Parties and supersedes all previous contracts, understandings, or agreements of the Parties,whether verbal or written,concerning the subject matter of this Agreement.No amendment to this Agreement shall be valid unless it is made in a writing signed by the authorized representatives of the Parties. iii. Governing Law,Jurisdiction, and Venue: Each Party agrees to comply with all applicable federal, state, and local laws, codes, regulations, rules, and orders in the performance of this Agreement. This Agreement shall be governed by and construed under the laws of the State of Indiana without regard to its conflict of law provisions. iv. Assignment: This Agreement shall not be assigned without the prior written consent of the other Party. Subject to the foregoing, this Agreement shall inure to the benefit of and be binding on the successors,heirs,legal representatives,and permitted assigns of the Parties. V. Waiver and Severability:No waiver of any breach of any provision of this Agreement shall operate as a waiver of any other or subsequent breach thereof or of the provision itself, or of any other provision. No provision of this Agreement shall be deemed to have been waived unless such waiver be in writing and signed by the Party waiving the same. If any provision of this Agreement is determined to be invalid or unenforceable in whole or in part, such invalidity or unenforceability shall attach only to such provision or part thereof and the remaining part of such provision and all other provisions hereof shall continue in full force and effect. vi. Headings: Paragraph headings are for reference and convenience only and shall not be determinative of the meaning or the interpretation of the language of this Agreement. vii. Incorporation of Recitals and Exhibits: The recitals and exhibits of this Agreement are incorporated herein by this reference as if set forth in full herein. viii. Time Periods:All time periods in this Agreement shall be deemed to refer to calendar days unless the time period specifically references business days;provided, if the last date on which to perform any act or give any notice under this Agreement shall fall on a Saturday, Sunday, or local, state, or national holiday, such act or notice shall be deemed timely if performed or given on the next succeeding business day. ix. Execution and Counterparts: This Agreement may be executed with electronic signatures and in multiple counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same Agreement. Facsimile signatures, electronic signatures, and e-mailed PDF copies of original signatures shall be deemed to be original signatures for all applicable purposes and in accordance with the Uniform Electronic Transactions Act, Ind. Code 26-2-8, et seq., as amended from time to time. [Signatures and Exhibits Follow] 6 IN WITNESS WHEREOF, the Parties have executed this Agreement the day and year written below when signed by the last of the Parties. CLARK COUNTY REMC: PUBLIC ENTITY: By: ��----.--%_r—� v/,; , By:Y Tide: (E b Title: IlWj (:Kr, Date: f' CV-2/ S/ .)-- Date: 1. ((,' 17S P, 'f�: W i t n .s for Clark County REMC: Attesting Witness for Public Entity: -t ' .2�� V l Signature Signat re 1 he ra Deys n, Ii( ' C.Qwef\ Printed Name Printed Name 7 TRAFFIC DATA AAD.T.(2023) 3,700 V.P.O. AA.D.T.(2013) B4O00 V.P.O. D.X.V.(2003) 960 V.P.N. DIRECTIONAL DISTRIBUTION 60% TRUCKS II%D.N.V. 9%AAD.T. DESIGN DATA DESIGN SPEED 30 M.P.N. PROJECT DESIGN CRITERIA 3R(NON-FREEWAY) FUNCTIONAL CLASSIFICATION MICR COLLECTOR RURAL/URN. RURAL CITY OF JEFFERSONVILLE TERRAIN LEVEL ACCESS CONTROL NONE APPROVED MECE EMAYOR DATE ROAD PLANS REDEVELOPMENT COMMISSION PFC PLANS _ CHARLESTOWN PIKE - PHASE 2 MAY 2022 AWRY MEMBER DATE SC,TT„AWK,NSFMEMBER DATE FROM UTICA SELLERSBURG ROAD TO SALEM NOBLE ROAD MIKE MOORE,MEMBER DM MATrwEA MEMBER DATE Widening and resurfacing of Charlestown Pike from Utica Sellersburg Road to Salem Noble Road rA11911 . 1 Located 0.85 miles southwest of SR 62 1111•� �■ , TNERHA RFRO,Ns,0T0 P2 DATE Sections 36,50,and 51,T-99,R-99,Utica Township,Clark County,Indiana �4111 1111 RRo<NINSRRG XD.RER DATE �WwMil o D�PE.DPEN�REa DATE LEYM .AT,DRNET DATE II !1: ■ 101.1 ECONOMICDIRECTOR REDEVELOPMENT .�:��1. R 99 ■ ,i.� mark County ROB w.a DATE 1 F. F . ter,. Z�� t+� - \.�`, -.. I �5lre�Iw•'T� JEFFERSONVILLE CITY ENGINEER ,'►` ' �; B 3 END PROJECT. �� G�. / \ \v Y PROJECT LOCATION SHOWN BY Sta.592+05.15 Line"A v Y t " (, J CWrk Canry 2 awr aoDa.PL. DATE R-44141 4 'b� J� y:: N j'� ►���, W.. - ,. y� LATITUDE: 38°22'00"N LONGITUDE: 85°42'29"W JEFFERSONVILLE CITY COUNCIL ‘Int. x=t a�� .q.ss ,� •,. 'r �,..,Z.'�1 2 _ . Scale 1"=125000' T5 1 r A y+ PA J YY _S GROSS LENGTH: 1.691 MI. S wsrNwRrrE D¢1 i DATE I L NET LENGTH: 1.691 MI. F Nu BUMS D smrcr 2 DATE T'99 Q fRi/f J�jy-r 4• ,Za T-99 MAX.GRADE: 8.50% 1 .PARa.DEMO.3 DATE .' ( •50 ,g3 • 0 Y3: i R . ,1 H RDTTIE MAPLES,DmRIL+• DATE i. NnwE CROFT,DISTRICT S DATE 5k0 _ WE BEGIN PROJECT ' ,. } SEW MBE,DISTRICT!, WE 502+73.91 Line"A" (Zj \ J A 4 25 Mi \\ RDA Ews,AT.w¢ DATE NV. ± .�, • ti r i r 4 Eq..— smrr500016.AT+x n DATE \ .- n 24 � iMATTOWE,,AT-LAME DATE r .fir - . 1O''._ - 4 R-99 O INDIANA DEPARTMENT OF TRANSPORTATION El STANDARD SPECIFICATIONS DATED 2022 g TO BE USED WITH THESE PLANS n $ '► PREPARED EXHIBIT A 77�� 8440 Allison Pointe Boulevard,Suite 200 UNITED CONSULTING (317)895-2585 CI; UNITEDIndlanapDlB,IN 41i250 MOM NUMBER ROM�/ '� Phone 317-895-2565 CERTIFIED BY Consulting— vrxw.udndy.com DATE SURVEYN/A R a 11 RI NIA UTILITIES GENERAL NOTES INDEX SENT ND OEWIIPTICN SHEET NO. DESCFPTION WATER COMMUNCOTI0IS Surveyed elevations laud on NA.V.0 M Memn WOW,Co..InC Chile Comm e:Won AIMuu W ca Sn7um Rd. 6jl lateen MN, OM%mate,Infon3Bon shown is Dame on survey from U Seaer*Wry Road to approx.Sta.536575,UIR'A'.SMMay I TITLE JNMmM N Iv A7130 3a11snwelle.INVISO MfonnenorthSn shown no of approx.She.536475,LMe'A",Isgy.ovmete].The Contractor shell be responsible for potholing and (e17)H3Ba0 (SOH - verifying unary 2 INDEX m 21 3 TYPICAL SECTIONS SEWER ELECTRIC a3asenvN GAM COW CA R.E.M.C. PLAT NO.l Way 7810 Tw Rd.en I DETOUR ROUTE Jeff B..IN RIM Sala...IN 44.10 1502)7736SA) (Bv)Md.. PLAN AND PROFILE DRAINAGE DETAILS FIBER oPnC Ong OAS RAM DETAILS MCII Vann Bum come.Energy(Formerly Waxen) A00 MM..Rey. IWO W.WM SI. TADS DETAILS RIIIer•en.TX MOM Mende.N AMR ER0510N MD SEDIMENT CONTROL DETAILS Mi1M.= (M)20-2119 17-34 PAVEMENT KARMIC AND SNNO%PINS FIBER MITC SIGNING TAME TC6 Cmrnenmenee.LLC 23-26 SUMMARY OF QUANTITIES Ni APPROACH TABLE Tame.E FL 3Farmla Pswy. Tamp. Melo 27-36 STRUCTURE DATA TAME 1813)023.I335 PPE MATERIALS TABLE COMMUNICATIONS MISCELLANEOUS TABLESMST 05 DIw1mNllsn 37- CROSS SECTIONS 1 O SECTIO 24 MO N.Monett fi. m dimpol•.IN a62N PIT)mama REVISIONS SHEET N0. DATE REVISION ! SURVEY LEGEND $S so Fite Q BMn 1 a ae.t•R m Telephone^ Await Hal rang g ,[¶ Owl Wet 0 TIWPIeM9bb ,1 IBRN•N, Fiber Optic Handhale •• TMe*RAI PFM 0Tree,Dedham F °. )(X OyelllaB Or 11 • Nre Hydrae wltl 0 Temporary BnMrk -------_----- �aRlt p -. sus Vann H WabF Meter —'— ' o1•IrB meat 9 tAUT Wire Anchorwater VAIN • Light Pole Utility MaM•N • THIN Hanka i �ronleam °" EXHIBIT A k CALL M1 mOPonIG DAIS SEW NV DO 6S6S91F Coll 811 or 800-382-5544 8440 Nilson Pointe Boulevard,Suite 200 RAE ""O'1MFX0E0 —_ CITY OF NIA RCM M� qk UNITED Phone 317- IN 96250 FOR APPROVAL JEFFERSONVILLE VERTICAL SCALE 0E9�0X Carle 337 y.0051585 Consulting— .uandy.Dan : EEA wR RVAD RnlRr eopa 2 1.1 91 ! p INDEX caNnA< PROW EL DRUID: A r1 [Qark0toan Pike kW(Valdes 31/m.5') r MM Nano 10 m/5') 1� MwoFau NW(urinal I Sneak r- Hlnir,c9aFfretln'le Iz I 17 IsP OObutllmfraNme 1,. IS I I I 58lure Mlana I I I Zt'Fpi.t 1 1'7-T T 7 I 4 7 7-T 5' S' 1' 1.5% 1l 3.f.1S. Sklewellt I Profile Grade SPECIAL DITCH SECTION-LEFT /� / 1r �a SPECIAL DITCH SECTION-RIGHT SEE PROFILE FO0.GRADES --- E..Ground VUncut� V 5 F r-6ML fMe_M --- SEE PROFILE FOR GRADES :2 1.5% Exist. Ground-, 'r / _ --17 'I r60st a Grou Sub5rada Treebnn11,TTpe X-- -Exist.Aap5.Pavement,Vanes 4.5'to 10.5' `ybOAb Tlaaan6 Tip M TYPICAL SECTION-2 LANES WIDEN AND RESURFNa Sta.507+38.02 to 515+24.431ine'A' Sta.520+24.04 to 559+31.W Une'A' R/9l(Varies 30'W 112) Sta.502+131.30 to 563+88.8311ne'A' R/W(Vann 35.to 15') 1 Sta.586+1.55 592.35.15 Line'A' SSt.SOI+I4.55 a 592+05.]S IM'A' -I 1 a obsbt mHMa.mne I I 1'-6'ObbuW VFFe�Zore 1'2'%7" Vanes O b1r Varies Bto 30' 7•T 6' 1' 50 At.Lane NB AUR.Ewe I I Etlet.Ground �Q a IT 'I I K neat T. © aJ 0 I jebzcmune $ Eef.Giaatl Elan. ---- 7� �im� -12 _ Exist.Grand ` I SWpade Tract neat,Type% `SYOgrade Tree....Type It TYPICAL SECTION-LEFT AUX.LANE TYPICAL SECTION-RIGHT AUX.LANE P Se.502+73.91 to 507+38.02 Line'A' Sm.560+13.00 to 561+813611ne'A' C Se.515+24.43 to 520+24.04 Une-A' Se.559+31.92 to 5 + .00 Line"A' Sta.563+813.83 to 566+38.45 Dne'A' Sta.579+00.00 to 5 84+00.00 Line A Ste.520+17.82 to 584+14.55 Line W MX S 1 lb 1. 1 '0p✓r LEGEND NOTE TO REVIEWER:Pavement designs to be vermee to ® Sidewalk,Centre.,A' Final Design. ® ® HMA Res taacing Q NI Dept"HMA Pavement ® Nit 0(utter,Concrete Fyll Depa MMA Davemen[3558/0+0 Q 1654/SOD QC/QO-Halt,3,711,Surface,,9.5 mm an 1651/Sy0 QC7QA-NMA,3,20,Solace,9.5 men on Widening NOTE:Use Legend Ran'N^,Weenl,g with HMA,Type B. C/QA-HMA,3,70,Surface,9.5 men onMIIYrr2,Aspnalt,1 t12' Widening with HMA,Type e: is Sodding,FaRSW rove FJI51545 Pavement Win is 5'-0'a less. 275*/SOD QC/QA-HMA.3,70,IntnmMbte,19.0 men n MOR/Sro QC/QA-HMA.3,69,Base,25.0 men,on 4400/Sro HMA,I aemedate,Type B,on 330R/5ro QC/QA-NMA,3,6,Base,25.0 men,on oR/$ro NMA,Base,Type B,on ® SeedIOAOae It Subgmde Treatment,Type X ]]Ok ISro HIM,Basc,Type B,on EXHIBIT A Sobered¢Treatment,Type% SCALE MU - ° RECOMMENDED CITY OF .•K MUM 5' e 8440 abson Pointe Boulevard,Suite 200 pa wto m ]EFFERSONVILLE V0M W SCALE 11551.511011 v UNITED 1DdlBnaoal5,IN 16250MI.INIGItefft DATE COMUltin PNDne 0ndy.cs-25es rgao: 1... v n TYPICAL SECTIONS snAYey WOK SMUTS g- vrww.u<irWv.com 3 91 S aaaD: n (mom.: H. LINE"A" Cceinu`r AMR • �O 40 40 40 Cn.M town efferso nlie Pike _ Siivr_____,__ R6 -.® L-- • S SOT+}1 . [)_________ ,_____,2____, i • Silk,ree nail T � ROAD Scarlet Oak Road • �' CLOSED DETOUR ' AHEAD AHEAD .•"" zEip: . •,`',' ,\-i ,, ROAD ROAD � �° '� CLOSED CLOSED 00 a' l� 1000FT 500FT Ve nt- c) ' . V i ,(c.) Rid . „, ..e, P ROAD CLOSED Q. %' THRU TRAFFIC / �. f Charlestown Pike ‘ ,. LEGEND` U.°•� 17 Con^^ ^ ^ DETOUR CLOSED AHEAD ' Construct.Warning FOLLOW DETOUR ie T Detour Route Marker Assembly 0.11♦ TT Barr`Mle,Type It-B NM9-I0 It OR R7 99F Barricade,Type III-B® RCSA 1 ConsLutlm Area , Detour Route ' Greetkn of Traffic Mow Charlestown Pike - DETOUR ROUTE MARKER ASSEBMLIES CLOSED QAdvance Turn D.RMA GOB Directional D.RM.A (` © hrn RA Cmmq O. M. U S E \�l End D.RMA Watson Depot Road NOTES:For DStandardur Route Marker Assemblies SeeStandardOmtMrg E801-TCpT-09 N'0 EXHIBIT A a CITY OF —'p"ZN.SO. - E _ 8940 Alison Pointe Boulevard,Suite 200 Fun—°°°' as ENGINEER DATE JEFFERSONVILLE - vEnncM sou MIGRATION lill' UNITED Indianapolis,5-58 50 KIA Consulti Phone ci com5R5 pny�, 10 DRAWN. wn DETOUR ±�` 4 gyms j qt n6 vmw.uci Yoeuao: AL occ«eo: a ROUTE CONTRACT F if ffni g1plyiiipk f i 5� s5�illi/I£�/o) 1 p 1 /L p III e o� § FF 44 tt 1 1 fM� f, LEGEND O gialea 8`t-el 5SPE ppwa pi ° t P 1/Sin Singh qi i O g akM i h 8 8 F= O ,G 'O + +F.{x SR `°av!R ; 9I+N"$ BAR n `s"%I R"16oR1+4H 8�R . + ; e 7 + _ + sN + . ; + © 6'Dense Graded Subbse O a"�ns"f"$$i^S 8°[V•n" Ag rfvt'S1� g i s sR ^ ll I•i u1 kO i 1� .� ,00 o Oia s8RiR_cIl pad 9s" a Yr FxaOg: a r # O O n® a i Type O O Srbgrax Treatment T n A 0�,^ In In In In (6 In.Coarse Aggregate NO,63) In � � �� � R9�r������V1kKeR In J � � � �7 @ 2^ a Cm, ® 9'PCd for ANPal an Q J ° i I - JF g®A g Osc.I..6 BARB..J ELL.. DSC.u 6 BARBARA J.ELLIOTT y� 6'Dense Graded Subbase on CHARLESTOWN PI�(�1 PHASE 1 BV�OT 1 'i,, -i 0 I Ceoyod Type 10 on Subgrade Treatment 1 (� ) .( P.I.Sta.M*58.71 Une"A" NOW .-- (6'Coarse Aggregate No.T-1 i" 1 P. Mr =1) 1t. .omLr W. irIPNp Begin Project ' . l Nod.Oax 1 plye — ,W-Is• 0 Sne,.OE,Concrete,4- Sta.502+73.91 Line"A" ° 14 I r I � p.l.Sta.607.18.22 One'A' 60' '-1-Ar ® Full Depth HMA Pavement 5�•�yy '^Q I65a/SYD QC/QA-HMA,3,70,Surface,9.5 mm m N 54996.006 w' ' r : -;•m 1 �� I I I mN`'nmN` © 1 :aa� ro�w Mti 3,6ro+,eoemldre.el.eammv9�o'On'')"" or E 7549 6 6006 Q m.� i' i _, Qiii A .0) ,: Q _ s.wort ,:., r _ ,1 • 6 3ma 4 ate_ ■7 /SVD Q4Qa NNA,3 6a,9e:,xs.o mm m r _ -^�__�� I��Y �_� �+ a�3�"— —• Subg-ade Treatment,Type[ Gat —tFAIP.y _ _, 0 HNA for ApproaNes TyOe B �, 4D1/°. /��,3 4vs`'\�1 7 _ .ram l�l !IC'� ��/ _—+„E>t��I-�t+ — v Q T � _'_� T -" �� 7 165J/SYD HMA Surtatt TYpeBpe �� ��jgMlijg2 6"conSYD HMA miens.ate 53 o Ban 111r,1.JA LINE A' ��1�9lL1L6.nUr8 •Y`,• LINE'A'OURIESTOYVN PIKE 6-Campacted Negate ro.53m ••: . �� ' — Nxl%1'46E \\ S tgrade TreaNNnt Type n • —_ '�`� .s.� t _w Tfeig•-- . _ . — _ M tt l 2Nn•70,Surface,9.5 nun m _ --a (6.0 Coarse Aggregate 53 . MR Q I P 1 f' R FaNt Da . .41), T . �—.—. Mil 1'•-tan i r`_1 Ow Full Depth H.Pavement 111„, "w! I •' 165A/SYO QC/QA HMA 3,70,Surface,9.5 mod m \ 1 • SE IT I,.F4oslc5 a 6 Ir �RIYy u so..Fs. 1\ \ 1 Drlk Colt Ueda ___M I I � nMI _ __ __ W3me/SYLI HMA,Type B: Ii � 4 1 z H i oAAM \ MA,Intermediate,Type B,on RIV ` HMA,Base,Type eon 1 YI HMA,Base,Type B on ..'III` 'N. ant F I \ 7.One 1 pive Sub9rah Treatment,Type K Ik 1 -- © Curb a Gone-,Concrete R — r J uNwT1ER `1 STEv6N W.Mr THOMAS E CRENSHAW THOM.c.CRENSHAW ® drb 6('alter.nowt CanarNa E sodding,Nursery JJ .0 y 8 E j' �3 E g INN x p 11 `bb bb bbb , b 11b ii�11 I1d111i 1 p �B g 1 1 51 P i / I[ E 11§ it ® Seed MutureR #g ¢i 11f11as81l1/11011ldz111iiiiii iiaiiiiiirl i I i IE i 1s ! i6 lit 3 1 i l ;t ® ewrbRamp aS a�11?�5+8s: dxi°^aB5"eo99m n'?3sk9 "z�X`��tP�rt?�ix\ =c "art s *El; is s a�i "v° c a d oc 6 a.8 "c"dd'w rt"r e�:7ac tl`� "o isax ci" s pa ' p rt"" — i a i F 1 ?lq; i IP II aa11aaa IIIII RIII Il;tiiiiIii lii sib ig -1 1 d all 11 1: d i HRR NI R/W on mH sheet Mooted fro e'A'except as shorn, TEM 8-RAILROAD SPIRE FOUND IN THE NORTHEAST FACE OF POWER POLE 8756160039 ALONG THE SOUTH SIDE OF UTICA SELLERSBURO ROAD 11m FEET WEST OF THE CENTERLINE OF - --_-- -- -- CHARLESTOWN PIKE. 510 -_ - - - - MDT STA.502.47.31 LINE BV,MIT IT.ELEV.463.610 510 500 - 500 490 ---. 490 Begin Profile -- - - - --------- Sta.502+73.91 Line"A" - - ------ i 480 Elev.465.38 - _ _ _- ---I 460 j 0 42 461.92 462.40 — lbi. n . 450 v1__ _.._ - _. - 450 1 440 _ 440 i -• _ FXHIR T A 2 430 a.-. - ; i R 0 0 - 0 - --- -- S 0 `� 430 +00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 5013+00 a I vmc j .1 u�` .A RECOMMENDED 1.gi ntrot SCAR£ MOM AE �� CITY OF 3D m / Bow Allison Pointe Boulevard,Suite 200 NORMAL vlNrwascNA 06pMTld1 �nql�� "" MOWER mil JEFFERSONVILLE C.yam.4 4 ° T �r1NtTTnglZ Indianapolis,IN 46zsD D . a� rr v A {„/l�l l fill Phone 317-095-2585 swx+Eml sl a I �.� Con8uldnR= www.uonDv.com °F51"®: �' ASSENTS V/D PLAN AND PROFILE s Idl 91 ! a,a..>oF.saF A.r> w m.H...,,T oaxm: a olEam: a LINE"A" mnRAcr vloxr 11 fy p k H p pp g `; Ippfyy I pI g )1 5° g pH HMV�igilpl gII A i yil pp )I l gi i Qyl' p I c y$ $g�§p1$ I "p I o LEGEND 13 4+ I + ! =� Ft O t I- , a p5h.tP,^tX v3`£ 'T 8 4 Elf A /� v"�a i d a S�S +i .,, g g� o C1 LI c^Dens/or Apptoaches ae u y y Ra a au a +a N�. tp Y,e' teed +w _pg g " "h g 0 P N i' O t hi R+ 0 3 n x R:.y s-I5 M+ I� S G.�..y. : 7 R �4 Y h a I R '.:. �E d a suE9raee Treatment Type n 1!1 i In a �+ M a: 8A N io/ „•{' 2 :$ / irr �u�_ " bin.CoarseA99re9ne No.53) e -N tA= =aAr lid EAs x u'f^�„jM Bla 2 2 - a s= �^ . a ? '� '�= 0 9^P¢v r«Avaeame:m ^ a 9. i'" _ 6"Dense Graded Subbase m P BNDA c.ANDERSON - FVR QY M.SNM a N var6R CONPOPA'nON Geogiid Type IN on osCAR L.a DARDARA J.ELWOrt A A JUDE a xiCiIAEL BATYAH i / PY Sta.513+1178 UM•A" _ wE9rade Treatment Type 11 S, +95,Class I dire +53,Mad.OWN �rlue ,e 9 )) ' W lP W-16' +33,Mod,.Oaa 10,ire I . (6"Coarse Aggregate No.53) Soe.We mt INP7B ./ W=24 Apys _.,./ 33N[Ili Dme ® Sidewalk,Concrete,4' Q ,�I/ Y(a0 I/ re / �J. _�11 OK WI Depth RNA Pavement + / / I ' �/ /I / C E , / / , , 2)SY/511D QCJQA HMA,3,7E,Inlermeda4rface,9.5,N190nmm m • �..)/ I © ie. 1\\ ." ,. -^ HOY/STD QC/QA-HMA,3,64,Base,25.0 men on /ED ® + © Swval © / 0' Saw.', CO ```'\�1 / •7` f ... 3304/5Y0 WQA HAW 3 64,Base 25.0 men on ©� ®� 'I P.L. © I /�, , cane LIMO m y I �:.y�r q Sun9rade Treatment,Type X „ Zu c«NY.u n © **.a�,)/A�/1�`�'TM�enm� =e1��®(i iLai Iezia.�infiai�n ,.-.TaCIT i[m7[ � `�� ---- --,-, ,or•fi �M NMAro, aaanes.rra B - a Ila9.`!�L s%lidKllrl� 'i• _ 7 . ewe g 165Y/51T)NMA Surtace TYpe B se on -r- _-- _— .^'•f"yn_ .�y i , f� ._ _ - < 275N STD MA Intermediate Type n 8 .._ � - . _- "'� - "+ Compacted6• Ag9 gate No.53 onBo g _ _--a� 111611M + ] 1-. _ .1 ...grade Treatment No.11) WOO' rse Aggregate ,, peek:ar vy'6i QI + e QI � —•• s�^e'Qto-�I—"�- " " , -- -.in�a"' p i�E ® �6 is/SroO NHMno s3 iiGla�G 4.a�i3i1.GL� lis L'a A.3,70,Surface,9.5 men m 5 © �` I Q Gna' J �' � — Nnes,` •R �i Pl.9EtlY am—��}J 1� ©r 0-- OW wE Depth HMA Pavement • - -- - ! __ 1654/510 QC/QA HMA 3 70,Surface,9.5 men on .®`�1* ® A -, ,-. 4 r_ 1 •,, CO as DPAuteac'surnm EASEMENT %1 urep Widening with RAA,Typemate Type e.o� r I.,Marn. 77 - \\ I I �� / 440K/STD HMA Base Type Bon _ J ,. 40 II 7 15HIt a 1.Y� J 3304/STD NBA,Base Type B m I prise H3,Class l disc +06, I Drive Ny W=10• 1 f+N,C4si dive I Su69nde Treab,enLTra% W.IP / 1® Curb a cutler,Concrete leRECE D.0 sHERBC6D WANT L PIC IAA MAPSO DAVID W.aJ/0,L.PENNmOTONAVIDW AJ111 L.P6 JEAN V. D N 0*01D POWELL I DewDTAIL Ioe .nv LLO.°EVE ENT.LLC/1 ® 6Gutter,Turnout Combined PM6NT.LLc. I D TAIL ® Sodding,Nursery a! f 1 t, gay ,1 1 ¢1S; b8 ! ... AWN a H W � �) f��f a s f°d' M�T I fl/ D�E�°E ® Sadmiss,R 1 pp E!- 2F. C � ®canDece Curb Ramp w 1 1s ! 9 erg ! a Isla >x 161141 ! I iii 1 PRAWN::: si k b !tag)!i! 31E ens i iaai tx 11 L.L i .a P. a :q u�40 N 40 " 5 h M ,, A ry h4y w in ryry h N q:n,Na.q ^. a "a ,. 9 3 dadPa Fa ep! iA Fa98 ,� I Ed! A%C Fd 6 0/7a as GA a �S RR p. Ads:ia a d. in M s#anaas^ ¢ x x Hai °n`s g 'ax >sF -fix tl i•--7� 3u "� k {R x dip �F I <�t_. • mg yq A I i as as � a# t AA 223Rr2 2 . a R 3g3 a a: AAA $e t 1 A \ r: 9_ 2Nw2Gr t§ I a xF ,L i� .ii i i »„ All wwm this sheet aesaLM from Line•A•«Qoc as shown. TBM 100-RAG SPIKE SET IN THE NORTHWEST FAKE OF POWER PARE 756400170 ALONG THE EAST SIDE OF QWLLSTOWN PIKE E125 FEET SOUTH OF RED TAIL RIDGE 530 OPOT STA.515+81.5 LINE"A",19.3'RT.ELEV.4B7A78 530 520 --. 520 -'-- I V-dKi WO.LL 510 (Motel n'Abase D.eun1 - 510 044,111) \c'eMN, «35�, ! 500 — AMA o ;R76°4 T Profk Line•A• CD 500 a GP 11me 1e•aP 8 490 -� N. © v - II 490 a D -- - • - �., ea .. - _ .�._, .�� .. �•��.ro-IaBL• �... '�13� ' � _ 480 ! +�,_.^-, ..z�--- _:1' EYpp .. 480 li.��• •� 485.52 ' E,pst II .a.. f- 483.86 484. 484.54 4B/,j9 .N .. ..„ ---- -v-Drn Retrd20e Po- i - ------ 4B3.6a /' �4B3.w v DR N w9a RL P p tg za Ba9w OaDNn1 1 LN.•484.35 L. - +s..ow 470 ,.a. - r j lPMpeyo..•. vproDlRaVd.0 _ _-- ,•--='•9BY-- r ___ 71'- 470 { - (PlalleB 2B 9How DWKnI .enm 493 ro ... «rom[ _�J� -11-7 ------- 4t+Rdm Ball 4Rim 460 "tea 'T •' aB6°1 460 NB TO 450ll $ g $ — - -._--- EXHIBIT T A 450 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 HapmmAL SCALE BRICGEHu RECOMMENDED CITY OF r.n TTIVITED 8940 Nlison Pointe Boulevard,Suite 200 1we mAw )EFFER$ONVILLE "SU10 IN DEx«AnoN InAianapolis,in 46250 AL P ticx DwNEER DATE sou B v Ie Phone 317-895-2585 0: BEA S. ABC YR.Br eOBK Con1 Ili sulting= W W W Ddnay.cdn °� PLAN AND PROFILE 6 j s f Si 1 OPOMOt IEL ONEO.. s LINE"A" `ON1PAC O Pin 5I i� I� h ifg 1 VIM og1 / W �� / p LEGEND pF p pi p f $p oi 9 p O O i! QQ O: O 8pP ISir yy O11 Tk a KPa $g 1a¢y110 a Bfi Ba iB /O I O iO ! G O' O e s•xa for Approaches on + 3" a A9 e T�r - 5 b sg♦",�:+2 ry g ^�a + + + + + © 6•Dense Graded Subbase Ao :'4a d f 6 E"Nao;�/o 3 /rn o A r1 r$ v +--I AA, AT gE �aa -^µ -ipa =i a-� I ttaV-aYs"y `•'1 - N N p n('' N 5ub.rade Treatment TYcen v) it Swa rt . 45 ,.FBn S -�. :� A i ln6 1 (6 in.Coarse Aggregate No.53) _r qr 5 / LA c" � sue�++&1ns""�:.../ _ / lfl Vl In In ~"'dg 3 S = a N ppNr §a�� N a ® a f:• j� © 9•PCCP fix Approaches on �/ H9 Mcd ClaS5 I Drive""..B.x�i1LL e x L.sINceN& „ / _ d RS p +( 6'Dame Graded Subbase on wIPER CORPORATION DEANxA NORFOw DEANNA uOREmw Gm9,q Type IB en // Geograde Treatment on Type II / +11,Mad.Oen I Delve ki W 33 '..I ��- P30 OF (SIdewNk Cmaete 9') 53) �7P.,J � /-----) 6 �1 � T/r-!_ IMR J 0'. 0 , sw�ss91 xt RJ..ai:e:ui O Full Depth HMA Pavement II/�/ �.© `--_ +72m on / Y�r I\ 275Y/SYD WQA HMA 3 JO.IDnrmrr41Nerface,9.5 m190mmon © " 110E/SYD WQA-HMA,3,64 Base,25.0 ram on ��) +/, ' © $ewoA + Sawa[ Co..Limits • co 330Y/5YD WQA HMA 3,69,Base,25.0 ram on 2EEruri a�e_3,,,,�r�":��=C aliRsslg ev7i?1i�i 4L P L.d EAast.R/W m Saw= Consc Limits 4 wbgrade Treatment Type x f i�15: i,�a cos%Lemi�'o..1413��r'�!%J�mi memoir© T '4, 8N n5x/SYD HMA mte,med-ate Type 6 on ' '"-' 1 iv ,v 6'Compacted Aggregate No.53 on Subgrade Treatment F uNE A' - a R ClWRIF_STOWN PIKE n Y A a l dal d! ' N.,13649"E iv (6"Coarse Aggregate No..11 W w� -• � , ra z' ..-- - _ _ -I ® HMA Reselaarg W jryP1lW9a3�IlII �. �9Qd/ _G- _� T✓�a'•i -` �- . a .,'-,.,- - •,- _ :rN`r aw�n-i— © O ® 65Y/SYD WM HM h 3,71,Surface,9.5 ram on Ming,Asphalt,1 v2 � C - 4 r tyre_ �ry Q Q - ® Full Depth HNA Pavement,, +00 Cmns Limits : Q 0.Surface,9.5 ram on 5� '§1' ) \ © A 12 •t 9n Sr74J+BO wIrNI Widening vdNHMh Type B \ " % 9(+/ASBBrt /r , .Class I Cent 2990#/SYo HMA,Base,Type B on Type B,on SIDx FAtBa[a/T \ \\ {{ j+- / P.L.a Eris.RN/ Subgrad330a/e Treatme HMA,nt,,Type X ase,Type Bon \ I / e/RED NURlWE - / IS CCRAWGEE.• no/BL7garai.".L.L.c.l ia\ ..^ ,gyp / I M l5 Curb a Gutter,Concrete REDTA` �i oNL l MT.e20MOba5 /, y, II CAROLE s.WISON ® Curb B Gutter,Tumour Combined giCc / RED TeAb � g CANOLE B.WIl90N w Limes/I � ,_DLL NT.��E. g I g1 I 1 I / 1 ( BB }i� yp Be' ECyY t� lil Le' spdd�n9,nursery 3 / • 1 .F /L t]tlii - '' f`� -�8. g_E@ '{}yp I@ Cp B F ® SEW MiRWreP i s/J�� �g� !♦liEnIO t q 7 iahC 1 1Y? -3Zi ik $ ! C ; i ®cawete Curb Ramp 2 J 3 PV PRRMA EAR dYR i't1A �a A. x fil / if- ii1idl IIi\ NRWmNk hen de vlCM from Line except es Sanwa. .,. p _.an r .. Gr "a a 5 ,, .. 530 _ - — - _. - - 530 520 - _.. - - 520 __ -___-_ — - -_ - 510 510 - Casting Profile Line•A• -. 1 500 .. _41 I. I IN _13r --- 500 y . - _ _ —- _ _ y 49 - �x eve @u.Wc. - - - ,a\r��r'f-.�_.99)3s� _ _ !1 _ 92.9i 99343-f 493.48 495.02 12•Rre00..4% l)•P'ipe90.4% - 490 490.SB H4.%J CAR 12.5.•.�sC_—_ —___—__ 990. 49LOD F.3e 12'_$id.INC __—_—_—___ _ ......• V.Ditch Reel.RL v-Ditch RL ch Re9d - - - -II 480 -- 480 (R a Wow 2ow Warn/ (MOM 20'Mow Datum) - _ __.. �p - a 470 \os.� - - - 470 460 _ _ - -_ - -_ -- 460 x _ _ _ Hl ITA _ 450 016+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 AL SCALE MORE FILE CITY OF r a m eel 8440 Allison Pointe Boulevard,Suite 200 Eo O.HWD,.AL JEFFERSONVILLE VERTICAL SCALE °�6M11ON UNITED DESIGN E6GIHEER saw 1••56 g a IA l�� �1 LU Indianapolis,IN 96250 Indian polls,5-2565 sorer10. SHEETS DESIGNED BEA DRAWN: YID PLAN AND PROFILE 4 V'p mr l' �t�tVd06a www.UdndY.CDm cHEaao - 7 afCONTRACT t 91 eaa.,w>za-..r.,.m.// TEL o�m: a LINE"A" - - - 8 f 1 'i 8 f o a o o b O y10o LEGEND l+1 ` co . „ co t , �@d 4.N © 66"Dense rcrn for Approaches m 4 4 h c : M E� wesraae Graded atmew Type n in a A a I „ eRP� , S 36 A. y� (6 in.Coarse Ag9,e9ate Na.53) t YYGG 1, rl i ® 9"PCEP far Appoacnes on 61 „ p p R . Y 1 6"Dense Graded Subbase on DEANNA MORROW o M.MORROW !a Geo9,M Type 1Ba C wbg,ade Treatment Type II R (6'Coarse Aggregate No.53) Nvzfi Q SNewall,Concrete,4• NCR ' ._'1 .. 1 OK Full Depth HMA Pavement 71e'111 MINIS aYlu +3l r—�- 1 165Y/SYD QC/QW-NMA,3,20,letecm 9.5 men m n, ® 225Y/5VD QC QA-HMA,3,70,Inhnnediam,19.0 mm m Cast.Gogh Sawa[ ® P.1.won.szJ 31 05 Line A ® sMk t ® ® i o.ism ouQA-HHMua.i.u'Bare,25.0 s o men on ..:..,__ _ , ® ® 4 wngrade Treatment Type K ® asp aN. I _4mCOna.UM ^.� 4ID A EppP ee,ay.ww �©_, a® �T ffi--- ;�••• �1 -r_ : e e :•.v.L.&F:. a®at W �L/> - QM HMA for/SD MMA Surfce TB z a� -V - - 1( - - 165Y/Sl O MMA Surface Type X on s7,1 } • 1 r - - 1�r ��F7.ti.a-r/ - A o 6"Compacted HMA Intermediate Type B on o. on r a ' _. (.HARIF010WN PIKE iii , T - - - �— Treatment Type a _ (6"Coarse M9re9a N3)53 rat - a• r ,, _ ®� �11 .' x ® HMA RO QC/m1 9 1 165/STD QC/QA HMA,3,I7<I,wHaa,9.5 men on 1 Cant Limb a, ® CD --- D^ 5® 35f� 40 wmtumm 4 ®` �ii b---- '-- - - _ 'e) OM'--e :6 -- _ _ A43".1'al:ms*�+'- - - -0- O rD- 0 0 Ma�re.Awlan.l v: 4B- 0 Full Depth HMA Pavement /' 165a/SVD QC/QA-MMA,3,70,Surface,9.5 men on Widening with HMA,Type B: 275Y/SYD HMA,Intermediate,Type B,on 4104/SYD HMA,Bane,rope Type B on • MA,Base, / suhgmde T Hraabn1 040+0 B a 15 Curb B Gutter,Concrete CAROLS S.WIL60N O 1 (a Curb B Gutter,Turnout CamSre4 i yy c-SROLB R.WILSON / 1CAR LO 9.W0PnX .1 1 ® Suddlrg,Nu0eey I K L ¥ i i C }� C IP S5i ii yi @ seed MlrtureI 11 1 1 B 1 1 1 16 I1 gal 3 P[1h.1y0>>1 ®Concrete Curb Ramp ;' n PI b tl A 9 x o.R GAR A /tR;%XR 9 d R alai sa AAA k KOH AllR/W on this MWEt&naied from line W except as shown. 530 530 520 520 510 f exlatIng Pngle Una•; ® -- - ---- 510 3 us u•Ape aB.76x )z�Dpr`�pw46_�� 1rr4pe®Q.w+s•� "-an .A. - -. sot a 500 _._ 497.2E 49710 496.70 496.611 ltl 4ww ,u Hpe p 490 - - `494.O3 9936-7�993.50 -- 490 __-__ —_— —_—_ 493.14 8 48 470 0 480 - 470 • 460 - -.. _. 460 a a el . - -- a - - u, m 450 1 450 R a 0 0 0 St A d A A 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 NORnOrI AL SCNE 9+9+1*9IE p " RC-COMMEHp® CITY OF r-39 7w^' �"� VERTICAL SW/ Ol9COlUT10X _ 8940 Allison Pointe Boulevard,Suite 200 o I `'''m Indianapo is,IN 96250 pfmal wslMam JEFFERSONVILLE I"^10 1 •,. I w»• UNITED phone 3v-895-2585 PLAN AND PROFILE SM"D'°°°" SHEER .9w""xae. ?/ -^'�., DESIGNED, BFA CRAW VA0 �v /4/ � CansulLng= www.ucindY.com B I�>� 91_ CnEDCEm IEL a LINE"A" "' ,pp p ,� p++ pp @ 3 �? Oa �, 8 a!Opp9 h p2\� p�, LEGEND O p {�O3 3 l O k Od ¥O P� a O 1 O 0 g^} F + @ ttt m a + q t 4. + " 6.DDensGraded A Approaches #N M ;4a I M 3 s Ml� a a M M M w69adenealmem re.. M M a e a t6 in.Coarse Aggregate no.s31 in if g$ A 1n d 3 in x A „ s�1n dI to 6 ; �= to F d 9 S © 9-PCCP for Appaaches on / a it S JAREp s.a r.Ewx AnN COMBS JAReD s a a s Dense cadet Subbase m Cyeog d Type rade ne I.61cH ANN COMBS 0 e.nwex Avx COMBS m 3 � 6'Coarse Aggregatert No.53) / ype II P.I.Stn.536HB.59 Line'A' 0 Sidewalk,Concrete,4" - +36AOSIDrNe 1 +g{ Pa i i ui �` � W' i ♦_ Alf Plpe Q Full Depth HMA Pavement '1 \ 165/SYD QC/QA-HMA,3,70,Surface,9.5 met on 1 ® 275e/SYD QC/QA-HMA,3,70,Intern lute,19.0 met on /v I 2.1 2 'A' ® ' 4J3 4� 010 itiZIE PPox/sro QgQA-Hn0.3,a,Base,25.0 met on +19 \ 9awat Itlllh , ® �I �� V ti.S't� fit. 330A/SYD WQA-xMA,3,H,Base,MD met on Caney.oml[P m-•• at_ , 11 + Con.---limes.. _ arc arW e __ APv.P.L.•B Exist?Nw ® wE9ade Treatment,Type x i a.. ��. _ I,�a`i - _ Y z O HMA fn ApproaNes,Type 6 11101.1110-13000111,. .7.7.. /.. =_i •• '.��a'L.1,... -^+1't'.,'...T_ _ i 275A/SYD HMA Intermed-ate Type Bon rface Type B on h n1 a OWN v01 UNE^A' INIMOM LINE NS^ t 1 � -•FSTOWN PILAF., Sutg Treatme6'Compacted eregate No.nt Type II 53 on ti A R ■C■ 20'42 J/2 N21.22'3TE V (6'Coarse Aggregate No.53) s - - ��� _ emu. _-� �- — �- —4,,-:',. - _- _ ... �a� =......J ! 0 H.Re0Maorg it'mTi,Q _ � �� u .• � �IRr1a�... _ AwTT� _ - �.eaa1 • Ae iMay ,Z=ZE.��IP.1wRCSF:w 165e/SYD QC/Q4-HMA,3,70,Surface,9.5 met on =EOM�.�sr� �__- �.•-•�-• .�\win 1 ��A r14 S Ie,y`Ay/ r' I MMIn9,Asphalt,1-1/2' AgPla 0.AN - W Full Depth HMA Pavement i I + • ---- 45 qny t I © +4e ® um� �D /'cP v.�a n n/W ® #.,0,. O 163e/SY0 QC/QM ..3 70,Surface,9.5 met on Cease Ponds • widening with HMA,Type 0 ' / +� +- 5 I �` e / I e t (�`(y�_ i -\ e 275R/SY0 HMA Interm3 ate,Type x,on / `I p,-u QT! / "L''''_`15, �- 410E/SYD SPAN Bnse,Type B on 516 5 N Drive I I / ) V W,1C/ Pen Am Sutgrade TreeIN Base,atment,TypeeXN B on / L / / IS Curb N Gutter,Caxrete / / IS {' 06000O wp.SOry p JAs00 A.hSHAN3 WsKN5s+VEP ERICSJF351 �T*OIA Gutter,Turnout Camdred I 3f I ff gg a a/ 0 9s a /a 2, IYI tltltl CA OOOuxAN ® Sodding,Nursery 8 1:1��h C Y fed a �a ggad @ EB a a ! ,`■# a a a/ a j e ,7@ �yy@ pp ® Seed MutuaN $ a 1 P. 18 I°�h A pa h h a NC Ir.F k a A ; ? F6 5 i ®Cmvcte Curb Ramp 3 3 $Cult n a a A ; e R s as d-s a P. ; a Aa ; ;]A;a;12p a /3 s ; 3 3AIIQ Ap x a nwH -^1 •' A a /� „ M NR^ 3 5met 3 A ^3 ii X!F 73 a F t 1 All RPM an this sheetdesen/ed from Une NO except es shown. „. - yL• aa a s aaa i a i a 1 d I d ),W a did a s a as ad a d d a. a a id d er 530 530 fur 0ottun v-yen WO.It 520 520 (Plop d 20'Above Datum) i+3.20% nn� . 510 -• Eble^A' gym/ - --___ _4e0.09 _- 510 s WPbao4Wh -C It 490 - - lbw* .� ,_-c.�a..trsan.- - 490 9 s"1fiY.r US -II �� - S 991." '1.50 '1.00 990.62 990.16-, ."-188.56 Syi 490•. '...P" 1m_ L r l -2.1096 ___ 61st.12.40.PVC =S.,u IYC 4a0 JY fPgbd 20.BlaY lMura) XL. 2.�90�%y +2.00_%�____ 4tn SO 470 _ apt / v-Dlra Read Be 470 49300 (Matted 20'Beam Mum) H 460 ____.- _ 460 A I 450 a a a ., —_ i V f ? EXHIBIT Ai 450 J 532+00 533+00 534+00 535+00 536+00 537+00 a 538+00 539+00 540+00 523+00 524+00 0�I 4 tee HORI2C.3 SCALE MUM FILE amD,� CITY OF 3a 1i 8440 Allison Dante Boulevard,Sulte 200 JEFFERSONVILLE VERTICAL WILE 90.11100, DESIGNATION i y/�° [ndWnapDlis,IN 46250 cr...ENGINEER PATE CONTRACT �j/„� v UNITED wiw.317-895-2585SHEETS `� �IJ -���tia8= wvnv.utlndy.com pEslaEn: ILEA I»Awx: veD 9 I a I 91 7, PLAN AND PROFILE �'" CHECKED: 3F1 ovra: a LINE"A" PROJECT C awra..err..Nw.e - - 1 I B 11R1 1 & Ib ///, ill i P $ I I 8 I LEGEND 18 fi'P2P fa Approaches m O l i ^� r+ . g / M z 6'Dense Graded Subbase R p4>t>IM �s r a`¢ a s" ; "s wla9rax Treatment,yet u MFtol„ i / 1, (6 in.CONu Nggeryate No.53) gt _�S i °; \ N / ' 0 9'P2F M Approaches on g6'Dense H a N. II />{_ ' � / HILTON PORMB.LLC. eogre Type IB Subbase m ItED B.ei LEIGH MN COMBS \j / 'P'I'-�' +37.17 Ilne'S-1-A' p� __, xtLrox FARMS,L.L.C.LLc �6'°Coarse Aggregate rade Treatment Type .!' / F. I. ,M Of sidewalk,Concrete,a' '1 SV.510;53.67 Lme'A'4P I}t � �u. a u I Pavement roll Depth HMA e9'. .6 +67 - ® • ® 65e//SYD QCQA-+MA,3,70,Surface,9.5 mm on ® 43:1, ,,se/STD QC/QA-HMI,3,70,Intermediate,19.0 mm m Q Apo.P.L.9fnt.R/W ;' CIO;�; �j!. V �� ® Swat + :1' C • 191 Con.Lon s •%�wHnA.i.6�i.O2504inmaNR�,H Ju 4 168df SUCgraEe neetnteTt Type x -a— - :III -EI��R©��7 A' i}Ir9'° .L . P.L R Eeict M'/--- �— _-©e - _ ® _ _�S/ O▪ M HMA b Mpoedtes,Type B] • e-e ..-. : \LL iw1�A�1�Y, �'r--- - Ai„ _�rlc=-Armin _ - _----.---. r__ 61 _�__.._ 8 165e/S00 PIMA Surface Type B on — �, ry275s/STD HMA Intermediate Type B on 1 + •. CHPALESTOWN KE R V. 6'Cobb ed m n ' �- n 1 ▪ Sobreatment Type II (6"Coarserade TA9pegat No ) 4' Ota-r -2Fi \ ...I i5 /a�I�ETr..... ._sass. ._. iLGGYII+.I -. .-._ - ' _ ., ® 1W6AS Resu faong ,70.Surface,9.5 mm m No 5 II /STD QC/Q ----.,...�. + .-te —t_-.r. + r Malmo,Weak,I.lir 35 b�i� QS��'. _- -©'. .-r-�-mri�'i�.® --, ---- _--- t- - -- ASP.PL.RE,dM.Riw �1 O'��Q t_i / m t ,.0 r 1m cam:umxa .. ' c E.uraeJ' • . ' —— - -® © lCong.unit Qw Full Date H.Pavement / ,- 1654/STO QC/QA-HMA,3,70,Sxfaa,9.5 mm m _..i/// App.P.L.R FAR.R/w j 3g t -7 �-� ®'r t3 + ` WEe*N NMA Type EV 0 s 275./SOD T0 NM&Intermediate,Type B,on H40a/S+D HMA,Base,Tyoe B m // /�A/ I 330R/STD MMA,Base,Type B m / s +91,crass I Drive wngrade Trmlment,Type x W.14' Se,2. 1 BfILe 5 5 IS Curb 6 Cutler,Concrete w-17 y wNOxa 9.slvr[LNNEROI:R.ef.u. CI 6 I yE, 8p II (4{e' ®0 Curb&Guam,Tomo.Cm,trcd wt.ONAw. I,-a1.nNy.NDEx.lrtal..3Ss S�a iaptI Igil1 I al fi it 111 i l� if l ► li © Seed Mu weR /y asq gtirat Ba,1,F1y1 p1 ;llla! I t a lry6 alylsi aid I ill 4ii yI l re. ®CmpeteCurt Ramp /IE R!ikk':R k16d�R5 ,R ':ddld a ��9 0 R d11 ACCA:;d R_ dp Al A 1B re. / �M�b -,� yy Z 16 ¢} R o C 1i7� ax ttd RR IFFF FsaYi F "x"a F4i I i F£ All RAY on this sheet described from late•A•except>3 Noon. - -- - TOM 101-CUT SQUARE IN TIE SOUTHEAST CORNER OF THE CONCRETE BASF OF A TELEPHONE -- -' - PEDESTALE30 FEET NORTHWEST Of THE CENTERLINE OF dARLESTOWN PINE AND teS FEET -- SOUTHWEST OF THE CENTERLINE OF KING ROAD. 530 --Witch belt.te. -- - OPDT STA,541+00.9 LINE'A',31.1'LT,NOV.S01.605 - 530 / Mb/WM Mawllr,n3 / 520 —_I ,ao4�t_3a°="'C.1rx PQ 520 �m 510 - .1i, 510 - CD 12 Mae 0_1.20% �-�--. �'T :,F; Y -- 2AVN ea NO 500,75 --- _ —' 1.01 ._ - -- - -'-- -- .---- MORIN Wow oMlml \. 470 \ 5 �OB� 470 Vilkh IWO.RL . - 460 - - 460 r[ 450' 1 I Li I - - al 0 § R_ - R EXHIBIT A 450 y 540+00 541+00 542+00 543+00 544+00 545+00 546+00 547+00 548+00 E f_� � I ' cm of AL SCALE M�P 8440 NI son Pane Boulevard,Suite 200 Fa uwwx MM.SCALE 019oEATION +0,\xP g,,, ,,. VL' ►T1�7TTT,+T1Indiana1TOl5 IN 4625oLeRc+REFc01Eet TM,E JEFFERSONVILLEr.11ro// 1 V/�l i Gil Prone 317 895-2585 DR.POOR EFan Far el, 4.,�;j ,,a\• Consulting-= www.uc ndy,com DIMMED, BEA DRAWN' VAD PLAN AND PROFILE 10 1 d 1 91 " w )n Dean. El LINE"Am PROJECT #" P.ae„�,.n.Hem - -a.a..aa.,..,..w,wn ° ce a f f of a I NII I a pp O g O iO so� g O 8O gQ 00 LEGEND N D + Z. S + + } { B. + + o + © 6 vav m,Approaches o l/ I 1 iWI ll Y 1l yrn „19 l(1 N In in Ln �i'r ,.,'113 Dense Subbase 1Suaeatme Type II (6 in.Coarse Aggregate No.53) �y © 9"PCCP for Approaches en r11 LTDN FARMS.L.t.c 6'ogrod yppOls Su6Dase on Geo9n0 iype lB on 5u6grWe Treatment Type II (6"Cone Aggregate Ng.53) MOTS O Sidewalk CauTtte,a. ronl a7m N.17 [ jilt,�,,,�� — ___r_�...: • . ® Pull Depth HMAParwnml P tR I P,I$[a 549+95.85 une'A' 165a/51.00)QA'IIMA,3,70,Surface,9.5 mm on - 7i 4 n\LhlRb _ _ --,r L- - — ® SM. :.P.0 B Exits.P/LS' •B P I .. •T Ca,ISL limits t$ 2TSe/STO QC/OA-HMA,3,69,Intermediate,e,25.0 OT mm an m • MOa/sro QC/PA-HMO,3,64,Base,25.0 mm m ,m �m _ ® m m ® flli m,R S wn9r e�r�eaR�le�at ToTp a 8.�,2s.o nun a, 4 . _ �r i Y�3i11i3r+...df aim R,\t 4 Iy•��5©`- ` a® ® ai.ci yam .:��i ��1.����Qa—ffi���r QM HMnra 990 Surface Type B 6 x l v� �t:� -_ 2ai ��.. � / B S on 275a/SYD HMA.rm Date Type 9 on Q 16�wlvanm yore u B an Ri �i �� �__ se_ 6 C Agayal Nu ) W a.IMM—M.ALIIPAILlal�+ = El !M.L.I. 'F. !fe-. wEe 9s i�J'!�:+ '!leMAA .. -_= ,. �/- iF ... -_ ® HMA aeMe n9 a 53 j� .WINDNICBiW W YYYYIMAINO > 2 ___.p ae� T 1�• ...--_..... 7........' _ _... - .� w. I ��_ i�., s 1650)5TO QC/�a'HMA,3,70,Surface,9.5 nun on C T/� © ® O, B� 1 APp,pa.6 EANt.MY ®' Q ^ ,�v�- . __� ` App.P.L.6EitIECIOW-® O' i Q� MAIN Asphalt,I-Or RSFT (2� 63il --_„t. — 0 - �\\�---4a- `- --- -- - �� w® Sun Depth HMA Pavement ® • 4514 ® —_ -- laR 1Y� �� 1654/STD QCIQA-HMA,3,70,Surf ace,a,mm on Wgenin9 W;th HMA.type B: ---- 275a(SYD HMA,Intem.4M,Type B,OR �• / / 4408/533 HMA,Base,Type B on +67,Class dive .J ._-'... 3308/SYD HMA,Base,l ype Bm W.16' 1 % Sue9Eax Treatment,Type% Gut WOOER W.eltn[e00exaeR.LT AL / FJ x9154,5AW.Rn.TTENNevnE.R,ET Al. p / 60955500&WINIIRnw snrtTFNSF n.ev ® Curb Wafer.Cancrte x((s ee s OrN 6 Gana,Turmut Combr 1 S 11 T C E Sceld g,Nosey 1i FFg �� 3i@@ g r1i{ i@ {I % f © See�MeapreR il y#yi ea bb dd d 8 II g Ii;4 I Y / k k ®Col..(orb Ramp Apr pp ,i! AC i41. o 4 hCR B p i d Y NW as as iii aiii „N j, ! ., AUR/wminis sMM aesaLeE Fran Line•A•mpt:4rown. N Sd' AW TBM 102-MEG SPIRE SET IN THE SOUTHEAST FACE 09 POWER POLE 757p9011111A70 GET - NORTH OF RING ROAD ALONG THE WEST SIDE OF CHARLESTOWN PIKE 530 - DPOT STA.552401.1 LINE"A•,I5.6 LT.ELEV.500.872 530 520 ._.- __ 520 510 510 C"✓ [Nona T: LT -, PlS60ne'A" _. 490 —_ 49wm .:.E• �I�:a a e:az:: __ 99069 EAis[.BSa•P/C _kwNf T>' 1 I It _1. 'OT0% +2SOE` - 0.80% 91MII• 480 • _ _� R 81.98 FRItt.B'San M-y 4n 12-San.PVC.y� _ per,�f, a99110 — D 120'4.RE -__ _ _ - 70 9T 470 - - Str Mw DEnRnI «7 m ADM 946.02 (lo a Below Dnw=y__- .9e.9. _99D.ao R.San.FVC u 470 Or � � 460 --.--. - - - w-0na lega m. __�-� 460 EXHIBIT A 450 548+00 54➢+00 550+00 551+00 552+00 553+00 554+00 555+00 556+00 a •I :el:R7 wmONT.N.S c BRIDGE FILE I v = , � CITY OF 1,'� // 8940 Allison pante Boulevard,suite 200 Fa a.A, YA ` °EAG9]EFFERSONVILLE Ph1n0en37-89I5 N-258 5 DESIGN ENGINEER DATE I.•10. J.s /rN.A. IA V* iD CDnsulting wW.utlndy.c DESIGNED. RBA DRAWN. YID PLAN AND PROFILE SURVEY BOOK SHEETS II I a I 91 M �` CONTRACT PROJECT• CHECKED 3B OWBED: 3B LINE"An e..DP,.Y..em s i 8 as I I l $ fp; 1� 1 I," ix o f �� o O - O 3 3 /43 etag 13 33 41 g8 O 00 LEGEND _� s = • 0 e +/ 9! 7 i y9 i y+ + + ® 6•P¢P as ApooatneS an 6•Dense Graded Subbase �0 N. Op 01 O^ - - a.-P,a HHa a - ax Treatment Type n in 2 'a V1 g? u1 ,' In It tDs a ° a t01a is a ? i' i tNO ��� ( �cea,ae V9gI4garerailo.53) n 6 u9 Di to In tn1 ^VII; aR _ ' xy i n I31 In ` s; / :. r PDty for Approaches an a .� / 6.Oa,s Gaged Subbase a+ NPtp NP14o B{ R Rat •� / CragM Type 1B an �I \ 1 r.•'' xllroN FARMS,tl.c. I 6..es4 i/ / r,nos a�t Drive (6.C a Coarse A99ce atent Type n HIL FARMS.L.L.C. `\ // —1u r .I ) /r-10' xlkTory Pnaus,i..l.c. (6"Cwrse MgFah No.53) / / ® 5106.1k,C.o..,a• �7 / ' / ••. :' L,•: •. . //,�/./�/i ♦B PI 98,1.l7 9Lirc'A" ® O Full Ikon)H.658/Son)Q4QAaymen JO,wdec49.5 rein on ) %/ //I 175e/Sv0 WDA-BMA.3,70,RAMOS../9.0 mm m _S-a• m ® .�� ® 0 oft' /� /� I E7 © �� 4we/Sro avw-HMA,3,64,Base"': ss.o men am �. - . , Sane.• 'i - _ 0e/SYDT MA,3, ,15.0 men an 4 4nI,e1WIC :k. . _ ___ _ t _ reatnan W,Bsx VP-MEW-We. - ® a�:a,�� Bpp.P.L..6.EYstRUY_ �• ,� I_-- bP.PA.eBdR. J O BMAb APVoxhs TraB .) —_ - .I -�� �./ - _ .. .. ... 165e/SaD HMA Surface.- _ ^ . MIIIIIIIIIIU�perl� r-� -- Y -- — 275e/SYD HMA Intamed'aIe Type Bon INN T CMARLFSIQWN PIKE} 1.NMMMIIIIIIm Mum C •K a .I ocrowo1 PIKE a'Y�' Sub9,ede Treatment Type 11 SJ an Ytr T - i ummini�3` ` A - ..h �© a' I._'4 6'Compacted Aggregate No.(6'Coarse Aggregate No.SJ) •..i ><+F 1 !- �+11i ab7m— .3>• 1 .- _• W ® H.Rewiaon9 ::rear+tt,N� k• rra i .•^ 4 � - ' � I -`Vp.PL a FAat R/W �.•• -•_'-'/'-.•- T'T - Q ff/®• ®y 165e/Sro Q4QA XMq,3,7fa,wdeu,9.5 men on _ E` iri 'IV:¢ M.N.AspMn,1 1/1' 1 C'EPa 'Ile%---_- sr _--_ J -iI�r 7"/'!�a��I+I.a.�R as .. 70 - isTii - .I:lise��•� _ — wn Dean HMAPa.BHne,R -I" - •_. - ., ` �• 1a iW f I6sgsro QC/QABMA310,wrteca 9.5 menm / ® ® I,.��/II (" ` c.a FrnT.RM1N Wele.m9 v.HMA,Tyne B. /y.50 ' ),I I • / ® _ \ J" '� , •Y. � nse/sl'D XMA,Intermediate,Type B,m S/ ' I '• I 11 ♦) 15 M 440e/Sro XMA Base,Type B of �" L H3,tlss , f 14IyB.a,411 DM ApP PA.a Fat R/W I 1 I e 40' ®IIM07 Bock Wall 330f/Sro HMA,ease,type B an e '/,.W. 1 .-- rls„,„, A I C Roe 15'orelne9e BM I _ II 15 Drainage and (lb Nat DSNm) t wbgade Treatrrmn[,lYPen t j exAkron MAxe00RFaR / / xw B�.wnu. 0dnly EkrenM I •= I I �I� 1MAMixncu Mwasn n.uwc Iw+u1 H.Aty.v ® Oub a G ner,404.41 IS'Drainage and-(yy-�{;s yy RL I 1 i lAIR I Glen 6 Gutte,Ta11Ra Combined 1 D@ ae 1 } W ll Easement/ }}Cep[ Yy�Zip I �� a,11.CINIn L M .0 gi Socking,Numey l/h I 1R d i k 3 1 11j1 i -RRI:p FpiYMN[6 i! A I III`L l b p 1/i ® Seed Moore ���D S s a E n e /y�'�`.n a^`a +� 11 ;� ••5 i I i' ® P /f 8 3 a I a�llt 1 �� / / aa,�aiiaj Mn0IAA n��B1. sit .;' ; i i Concrete Curb ' d; d of_ ;: ; ;I;;a;a ; o� ; ;;;;;;ia ;aa '1'. riq ,I a v 3 : kiln n .2 q ee 9 pp ziaa P C 3 ; EMIT' 8.99_F ..iF Lt C �� g"� R q 4/ pRgpg R y.. IZ �/� � 1� �__ AP RAY m INS sheet&sated non Una"A'accept as atom. i^ i 6 0 9R EH i 1 l\ tit311�k i /0 iliaix 1 it . ....i i a 530 530 520 520 510 510 Una r 4 Hat Bottom Y-DIM7 Read.l; 1 500 / IPam m Alma mRnl 3 --- 500 Ham a �><, -- Li 47a« 4nwa _ ��----- — II490 --- ,.- =�. x l�r..Aa 1 __ my'A tlf G- 490 ram! k 480 1 ,__ ` _s. — 5.28 4B1.13 i 479.29 470 Oe.N T-East It San.PVC tflo.4B _- 2,70% ..,-rn `_.at... ��� 470 1 W.- 739)p) .m.0 196.31 4n.39(DnS .GMB__ Re0,1 Rt.-2101�--__-.R_il _--���_ 49 4B - 1Pe'ted 1D'Bebw QY[um) 460 µdtN Raft&Rt. 4(� ro ` Med 20 elm DOM) AM 99 .en� 450 9— 1- _ 450 556+00 557+00 558+00 559+00 560+00 561+00 562.00 563.00 564.00 10MORTAL SC. Ma 18E ucoMNl3aa CITY OF r•3B 8440 Allison Pointe Boulevard,Suite 200 FOR A9Ao,At JEFFERSONVILLE 1aI1vA�" °B°f41�" t T7�7TTD T Indianapolis,IN 46250 °tT�ENGINEER 0049 t••me Y lJl�11 GL! Phone 317-895-2565 aRrvav mot II eIS Cansultin— DESIGNED �^ PRAWN. NAD PLAN AND PROFILE R— www.uondy.corn 0 icomma B�er 91 C CHECKED. a a.m. a LINE"A" O O G 0 I 8 I U 0 LEGEND a 3t Cut & c + + + {'= e + + e - + {' N © 6•PCCP Ipr Approaches co tl1 1/40 _ pp n .-F R / 6•Dense Graded Subbase gr AO ND kipin in g >d t0 Y l0 0 N. sxe9raoe Treatment TrT<0 ll•1 lf1 in EI1 2 (61n.Coarse Aggregate No.53) R / © 9"K7 Ewrt,7Fcon Deng6'De,Se ypeE185Ut6Mse HILTON(aims.L.L.c. - Sotograde Treatment trotment Type❑ s is° r,, - (6"Course Aggregate No.53) -.... I.. OF Sidewalk,Concrete,4' V T Sta.568.76 SB Une'A' Ho re es FARMS.I.I.c ®' +00 _ . 'A' OK Full Depth HMA Pavement _.59 v I 1:a65s/SYD WQA-HMO,3,70,Surface,9.5 min On P.C. OD• 019.566.g6.58D 'A' Senatill ® ®—_ ' +— �• _ '''• __—_ t +30A/TEE WQA-HMA. Base,MO mmm CmA tenets 4q6/Sro W W-«MA,3,H,es.35A mm m _ _ _ _ a-�'IIE�� -.. . .._ _ �_�— r '. _ < su3�/5313 ae -Hn Type DM,u.3mmon '1 _ ����� —_ _. Via:_ S`Y fJ J — w . 'c �� ,.—' �/ _.--__ OM H.for Appoac rf.Type B S 461' © �•� • ! ___. -� �— 1 ti 65t/SID HMA Sudazer Bm ® +] ` i• 9j _ © 8 7756/SYD HMA Interm Wa3e Type B on III���///"'"��//��^^ iI�k� "'V�� 6•Compacted Aggregate No.53 on Y I� �6 �•'� 1 .61R��0ATw,4, _���_ SUDgrade Treatment Type 11 < H / l � �_�— e � S�= c_'—.. �w�rn (6•Coarse Aggregate No.53) 11re me b .: .. +. t /s --} - sy i �� n fi,D +. �J A°°v�� �� M+ O n�s STDn�� ..EE>s / WM«MA 3,ro,Surface, mmm m Coot ul6r i y o I` ,,I® 49:)3eE 1 Dove ® ww CD mDa um�rs O fur R ' N-1� A Pavement ¢ : /` �0 a)_ ® �rHL.vnK: III I I I,a..t Drift :6sn�Qc�iQ- �ro surraa 9.5 mm on // 1 w7 /sro I �nm�re Type a on ,,,.ry O V Nr �. I • +17GCNss1 pwe IARROx a.wt.xOEx C:IWfLES R.e.ILLE E.Paxstns I I MO/STD MA Base, Bch -'/6F vkye'FS^> t /:'�I" Coat umlrs uuugq gam. ICI w. 1Y '� I NSIueLP eKRIma HELrnry e 9 on SuD9rade Treatment,TypeyX . / I I ,. 1 Curb a Gutter,Concrte •• ' j4� NUM.. EEVE.uIExE.NTEL LL. i ay 6p I ® Curb dubber.Turnout eapNnea rsery . /--i,,p�,�►�'-.8. I.,I .IT'S Drernage.,,0. ,1{D O 3 Lil - � � !� 1� ly if s I1• ® Smd M orlleue P ��r �Q�., T I� ,w ERlor•L pi � � /88 0 8 I I 4 yk8 8k ,Ll I ®caooeecx,ol+�mpa NN _iw19rz"�17 ear 6— A= 441; o a 7 8 2 a WO N2 22 I it, „a, (DoN%Oa6Urb) • _ q--9_ a gITiAA a 'a Rut"ll ¢ di ®umm wiRy EAfer1el11 I Ve 1 VI' - i ( ' A8 iR IV Drainage p al RAN on MIS sheet described from uce•A•except a shown. TOM 103-FUG SPIKE SET IN THE WEST FACE OF POWER VOLE 757010003 AT 561E CHARIESTOWN AIRF e30 FEET SOUTHEAST OF THE CENTERLINE OF CHARLESTOWN PIKE AND 1015 FEET NORTH OF RAINTREE 8I06F. 530 OPOT STA.567.M.3 LINE•A•,312'RT.ELEV.511.70E 530 520 520 Eawin9 PM*1Ele W 7 2733 510 __________________ 510 7l _ _ 1,..--- - ` fir e o _ r***0I.93% ---- ---- rPRpeaLwRi. "•-y'tS lr". PlO XN _ 12MOO IL -- 500 � �j— '°Fie.lr sen. `07 -_ 500 990.% 59168 nc n SR 501.90 501.57 M 5¢. .el 1 1 490 7.91 tr roe a 1.5D% .5.0 --- 490 ` s m S +.AO// *0100 Re9'd.Rt.''' . a Sp6TS' )Plt0ea 10'Below Daum) 1 480 480 8 8 f 470 470 460 460 � 450 - -- , a - i R 0 N 0 0_ 0 e EXHIBIT A 450 y 564.00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00 a NWE,4”1.9NE IImQ PEE N,R. l .. CITY OF r•3v R Y, � »Hs;u, BMO Anson Pointe Boulevard,Suite zoo rolt FwwaK JEFFERSONVILLE YINfIMSCOLE dm0"T0N r11�D °®° 000E • ®, F, '„ ti i IMWnapolk,IN 46250 " � P wne 317-895-2585 au PLAN AND PROFILE """"".60� u a 91 CAE15UltiO6= www.udntlY•com IEvwEo: 6A wx. OD I I oEOED: )a oEOeo' El. LINE"An CONTRACT "tO 6 1 @4q1FI Hi P ll i V.' ! I I 3RR LEGEND o ¢ paaEa p333I8I3B Iy'3B;{1{3B' ? i 3 p 8 O + = + 34 Tiati1k3 /11/l t I ' ap + , ® 6'PCCP far Awroxncs on + 8 + td- +a7:b=e_ I„ii [ + - / p 6•oeneec.,adSuMese N M xt ° Vkd tD� ;axY t'c (�a x cC0 r l CO scyraae Treerneut Type II L Ln IA M y7Y1 �}, k g'y=!M] ;�, eC, v� T 1A (6 x,.Coarse M9regaleNo.53) 9 0 „ • AP 6'Oerne Greets Subbase on i GegrN1 Type IB an l / SOEgrede Treatment Type II _ 161p11NOq,LL.D. ■'a.al. MARK, xMEx M. 3rsl� D M� me a No 53) I Alana " p i SO 574+7750111.A• )I aWear N■d I OMS dive b auNaC Awvxx..x M.FOSTER dal.Aggregate ® 5uewek Pod Depth H.Pavement ---- - + Q 165J/SAD QVQ NM 3 70,Surixe,95mm on `� / " . '® 225A/SYD QC/QA HMO.3 70,Inteneclate 19.0 mm on ♦50 ... .�. •� e / I MUA/SYD QCIQA-NMA 3,64 Base 25.0 men on • © -,SK// �f'. .� ' 'r+r Cone.Le. © ' Coast.Lees 3308 WQA NMA 3 61.Base,25.0 men on Cw 9. m's ..' (� '•- Sutgrade Treatment,Type% w ' ��•4aal lrq `!.L __--- /_. OM NM4iv Mreatment Type X - _�` ���i �1 g� _'_'.�I♦1/ p��_ _ —— _ ,s, Oe__ m _ _ 8 165f/SYD HMA 1me�eQa�rrpe a on on „t18 W-C1Y801BE- W I�iv�i •��—_'�� Ar_c 'O`r1 u a i 62 Co5YDH� N ■Q��.�©_ - MME^A`' SuEgre le Treatment Tire Ag II gregate 53 on d• �..W ••.•.. ■ _d (6"Coarse A94Mate No.53) m _,r:1,. •' �M' II aN_■■�__ -=,._ , lAl�1e■1.1 1't�1�■■fi B ; _ _..L' ® HMANe,rfao9 semen _6 _ _,— 165A/SYD QC/ HMq 3>O,Surface,9.5 men on 5 -..sums' ' O'_-�e.64,4_._ .� - r _ yy�W - ..._...© ° ® r-• .4M'EM, i Meng.AwaN.l HM 2• - ; � © x , ��NI � 4 ...— ___ - O WII peat if MA Pavement App.P.L. ENt.We Cora.l5mns y .. \ J -- ( s bAM. Q Age { �Pp p I 5ern0 QC/QA«MA 3 ro Surface 9.5 men on q \�, ;"1, ww 0 vNM 9wM NMA type 6 Pvp�I I_. +:, e ' i 275A/SY IR HM Intermediate,Type B,m t[v.77.m T.. .9e.O3s(Pile , L • r I /j�' 940./SlD HMA,Batt,Type B on 1 - w-10 �;� v A s%L $I I l I 1 \ f 1 suN9rae5YD�M.Baxvce a on I WCIANA I. NNIs IS,SR n I I r� -I AIII' FRANC. 15 Curb B Gutter Concrete I Y I ! Mftt'HELL N.I�LIEN i I P • JAMELA O.WEIR .IVMNEDY I ®Y L.•ALIC96 I.GLE xcvb+001 6-0+99P.,I.I.a.E nln N n Nnxf.n S.uAxtEtM&• J.NASH B.NASII& ©0 Curb&Goad,Tumout Combined s,� I I I © S�94.Num, I I :@ ay a iij k R}p �I� l �IIlI s b nil I I1 I © Seed MieweN i aq1 I8 11 ii as a a?f? n Ia g � 1� f I i $$�t g! gF g! mvee cnro Name yy An q4 e^, Lr & 8 } IINd gd 44 55 qq q qL/P I /. Y I IF 7 I F314 R' R R �beAF>+uFFF IID Ip3F1yf86 1_ 'CpRC-- D 5 ! MI pFF M �?µZ j 'Jj sg 1 {:y-�sap�J�.Ayy9 C6 2 _wEp'. N I tit FR ; 111 23„ �en F, -1 ,� k C &&m.& Ir InANMft■uram� �•`-_ 11S All N/W on Ms sheet awaited frmunr•A•Met ae Shaven. FF In •YM' Fh`RPRR G 'LI iliwlsID !t uTT i ■M 530 - 530 520 520 510 (\ --- - I ® 510 .. - _ p 500 be es.at hats.,alp - --- ' --" - `` 992.5E I490 A- y;N I - _ `49e.8 2'P Mee @ 2.00% 490 I ®1 _ 490A0 4B2139 __ -�. _ ---- E 480 __ ,a,w 480 S ..95 9BI.20 ' ii _ `�-,..: �tr Plpee LlI% Y8Y8 --- 474IIOJ rs., 470 2e.�a,3a�•_ 3r lb■er3lew i$ IRWIN at A 5 470 km.47U7 Ob1 m200383 8 460 _ - __ — - _ - 460 a p 450 _ . i i # 0 Q A A il A A i 0 EXHIBIT A 450 saw ALE 572+00 573+00 574+00 575+00 576+00 577+00 578+00 579+00 580+00 lmwrte.sues „I "-^' Na CITY OF .3C $ f 8440 Allison Pante Boulevard,StIde 200 FOR APPPDYA OBE Ex lxEu Mn VERTICALISC.E 0®OtAT10M 4 V....... s' Indianapdis,IN 46250 JEFFERSONVILLE vUNITED$ - Phone 317-095-24568255 585 vne+■wN SHIMS CoOsultlng= www.uandY.com °EAmD: �' °NA"•". v'n PLAN AND PROFILE id I a I 91 ✓' �. D 1EL Drown. a LINE"An COM., PRO., A,Ae.a,....NY. P 1 11 / 11 1 !9-1 ! i5 II #1 11 1111 1I LEGEND 814 a 831 I Bat o 8 E6e o 1 38 0 o w o S /o +a,7 . +t,, _ + :+ g-,, + 1 + + =1^a +g �e"s� / +ai 0 6'PavleAooroarneson i 6 Dense Grad.Soap. OC?5 V1lS I ct ^M t:e_ gg l.(1 l0 .0 74 ^R e- 'Z ppep,.�� 5ub9rade II �h I is SIJ•1 ;fit id - ! P p 5t IIT�i (6 m.Coarse Aggregate No.53) 9 a aR ��q i a 6 0 9-KKP M Approaches on ewe 6'Dtme GrahO Subbase on Ri on I VOICE OF o0o RECORDINGS,Inc (6 Cos Type tB Temp•R/W h wt9raae Treatment Type II 30 II RemwN\ (6'Coarse Aggregate No.53) Skl MARE L.6 RARNN M FOSTER I VOICERECORDINGS.INC ; • a8], pl OA! 0 Full Dept,1.IA Pee,0 O6afw ril: --.— OF GOD W.�� O 65A/SYD QC/Q4-HMA,3,70,Surface,9.5 mm on 2 586.28.0>tne'A' P.1.Sta.59]a60.44 yne'A' erlt 1S' 275s/SYD QC/QA-HMA,3,Th.Intenneuw0 19.0 mm co hY+3 a� A•.•in::1. a ®al> ... L I 310./SVD WQA-HMA 3,64,Base,25.0 mm on w rr l .2B /I 330s/SYD QC/OA-HMO,3,64,Base,25.0 ram on © 4 +>5 4T�► J5 / / f Subyade Treatment,Type%+)S 45 ® CA,W� - ® OM 165 SID HMA Surface Type e i- 165Y/519 HMA Surtare Type B on j Cmst,, _ - 2 .a "" _ - - 1 —' -�L 2g )SY/SYD HMA Intermediate Type B on 8 __ •-v_.�-_ aSaNc =,., -Fao—_®r■l _�'wwW� - -- ���il a '^ 6'Compacted Aggregate teNa.53 on .x<IA© el - �®f1�� ._ �a .1��� �11� u •^r— &' Subgr II 16'Cpade Treatment 5]) faong Q�aJ� P Fq(]WN%10; •� ar�21 " ...N..."1 1/2�3.70 Soda, .5 mm on HMA �� pl 'ID '■ .�._�._._.._.- _.�_�. — - air _ -- — _ �i_ r.+��F��� � .. -�n.r�_ .s. mii3�1 �r-� wll[F�rnnMAPam,:nt • • EFaI aElas .aaa^.w �� %� �:.. r+� �:'��ia� _ P �� Q1 •T�'" I - ..L 65e/SVO QQQA-HHA 3e0,surface.9.5 mm on ...� O SS�-•e vn HMA True .. � z1� �.1�1fFy'<i' ! - ow _�_ -r- © 4 L]2Mou.I]--2OHYe 1 W2] /ss 5YD HMA Intermediate,Type B,on ~ NI ; QM ] v ^'I /r;_ll-- al-® ® 3s� +]s © L 'W2°Wm I $ �.._ 3e - W- «D./svD HMA Base,Type B on Tunri um rs ® O Y s O ©© ILFY^, ® a2 I ® '® 'sl..+]4�aass 1 a�.< 33ox/sro MA.Bn:e,Type B on 12'MANAGE SOE9r+de Treatment,Type% OPAPMff ±` I :', +49 rP r + 40' L. aM^" / J D. aNAPROx I 25 A ._W-14' MARK L.a KAREN M.FOSTERAIII 1r Curb a Gutter,Connate XCY D.THEN PL I I ]6 uD1001 MAVr to �„ " o9�An v.OW00 j tl GGGG s ['urb&Gutter,Turn.Combined : . L �� �•" Ko JT:IJIJ I a kV /i) I SHELLEY LEWIS I� y (� g gSOW.g, „ -,l 1 r. l Ik 0 �u BEru. K"... 1 s II! h 19/ /I 1 'ppi�p• ill; / p l( II igp5g 5g eg ® Seed MixtureR 15 5 by 1i 5 6 1 s &[ l p '43 �J3b k .! Edt FFl 333 ®cam eumwmphh gg : qqhh L *1♦ ry � �yAyhh hhw y h AAA sox 0 R R 7kgF6u4 MR-� as RF:: Id= %:: • • g' 'xP`1; fW d�aEa-t:,,a z d a 1.a-af 8asg _ � -Ti 4 3� °f 9els�ai etc I aaivKAa" s1 a-- -3c - -- I ���lld i3 add a193i 517 ) IItN iii i;.. d iii s � iiai' it ,Fql k RR R § All Rwo nH sheet eesaieea from Line•A•except a:shown. TBM 104-OUT'%"IN THE NORTHWEST BONNET BOLT OF A FIRE HYDRANT P25 FEET ' SOUTHEAST OF THE CENTERLINE OF CHARLESTOWN PINE PS40 FEET SOUTHWEST OF 530 SWIM OPOT STA.58,9 0 41NE EAE,2INT 3 0.OLT.TELEV.FS13.269'FR 4 p KE. 530 520 520 FAMna Pr Lire TA. - 510 ------- - 510 ® ka8 _ "- - roe p 500 I 1$ 500 ± } IFPba 00s9xJ 0O. 4_1Olin Lr Npeo lAD% } 490 1r PNea „yp�Pe....18'49 - 490 9. 2-G _ust Mom Inv.=499.37(Up) kW..5WA0 499.28 Clan) I 480 - - 480 1 470 - - - 470 g 460 -- - -- 460 EXHIBIT A 11 450 S' as 0 11 0 i A A & i A Al A p 450 B 580.00 581+00 582+00 583.00 584+00 585+00 586+00 587+00 588+00 MS E 1 F =� v.mY� „ ,,,a, RF o 00000 Cm'OF u®N Auu E BRIDGE i84W Allison Paste Boulevard,Suite 201) M%uwovu �w F VERTICAL*NE ac9n+4TN1x „s b'm V.At �{.� 8440India aPd s,of ae 50 Bo «GmLER aTE JEFFERSONV[LLE L•,IvY✓^F -' /• 111iD Phase 917 895 1565swLeraDo. Fi/ OFAGnEO. BFA pRAwx. VID.M •it, ' ' e✓_GConsulting WWW uT;ndy.Lo n PLAN AND PROFILE 15 I TT I 91 L a.4,50.11Rv...,,. ".o..:... .,., aEoao. TEL oRoED. 3EL LINE"An COPIRACT Pan, 311 l I ! Stbit II / pp�f�� r O O f O LEGEND r. fi"PUP I Approaches on v 9 Ln 6'Dense Graded Subbase q �/�,'^d5 T ry w ede Treatment T 11 RH 4R It/ V�'1 Lf�'1 ^• LLf -R.I l':- 3Rq�x:ri �. Z (60i n.Coarse Aggregate No.53) 0 a� t © 9'pCf➢bApproatlms on ,� voice Of GOO RECORDINGS.Inc. �, F II �+, / 6'Dense Graded Subbase on Temps kW for E I I Efd Protect (/ wbgGeogedaaeiieealtmB on at Type u Wall Removal I I �— I O (6•Cearse Aggregate No.53) _ ( III I Sta.592+05.15 Line"A" ISf N 201172.9240 0 wewalk,co.o.t.'e• . PA Su 590.63 lb Une'A' S I E 759129.6062 ""RDn ReAIrv.I roIrIDB.�cc p rgl Depth N.pavement Comt IfiSersro QC/QA+IMA.3,20,Sure,,9.5 men on - 275e/SYD a -MMA,1,10,IntermedMte,19-0 men on ® 1! ® 4 a Via„, ti I 101 '.L SM.592.50.26 UM'A' AAOJ/Syp 11CIQA-HMA,3,61,Base,25.0 men m 330Vrsro QC/QF�IMA,3,69,Base,25.0 men on �yy wbgmx Treatment,Type x q \ LN�LmM1 -- `�© � Q -4 �- 5Ai NM pApproaches,epeB p.L S R09 _ 1 e•, � ' -"�'-:� 27S0/31D Type B m * l e ��I ��I , LIME A' •t lie„3, �'�- 6.Compacted Aggregate No.53 on B on ©- �••: ''111.111110111MEMMA OM�� .:` wbgrade Treatment Type II — ) - - _ - - - (6'Coarse Aggregate No.53) 5`��_ 3PL: �A3ii .:-,* �j.... .inA a• i t ® .. G llh I I I I- _ - Asphalt, ,70,wnax.9.smmm ._ - -- a N.Resurfacing lfisersro QVQA«MA.1 CD --------- --- Wl Depth 11.Pavement _- C--Limits I © 1650/STD QGQA-IIMA 3.70,Surface,9.5 men co �" CmtlANh 3'� iGREA M_ FOSTER ' Widening with NMA,Type 9. 7.... ® I 225ersro NMA,Irnevmedlate,rase&an NP41 1 9aersro NMA Base,Type 9 m l II 330e/Sro NMA,Base,Type B on P58 NARK L.a tAReN M.POSTER ..nth I I I I xwrnn"EAI.Tr HOLDINGS.L.L.c. w6graae Treatment,Type x Ir e I I I yyI tO5 Curb B Ginter,Concrete II I tl ©0 Cum 6 Gutter,Tumour Combined • II I!!!! ! ! e Jt4 1I;�� $ , 3�3�1�a�1; /.,.33a n 1; t R' sdspglexw `a x"ail8a&ai• ,II?E 4i.. I&8 as idE.iIiF AA RAY er,mis sheet described horn Line'A• except as shown. 530 - - -- - -- 530 520 - - -. _ 520 ._.End Profile — -- - Sta.592+05.15 Line"A" ----- -- 510 _. -- --_—..—. __-----_ - _. Elev.491.21 - 510 5� _ _ v,uing Prone LlM'A_ '_ -_I --_ - - 500 se - 2 / 355 b 980 480 1 9 _ L.A)'nt..CMe)'1A 470 I.,(Do) 470 • I 460 - 460 T a 450 i V A � _ - 450 SBB+00 589+00 590+00 591+00 592+00 593+00 594+00 595+00 596.00 ,�� CITY OF IaumrarsuLz TJmEru 8440 Allison Dante Boulevard,Suite 200 mtArrnbvAL ]EFFERSDNVILLE `Ht`K d °EOM IA UNITED lInd la Phone lison IN2 to Bo DESIGN ENGINEER LATE g 111,1 Pflone dody.corn585 91.1131dDe VETS —Consulting-- �'�O EA PRAWN YID PLAN AND PRDFILE - 8— www.udnOY.can 16 IelI 91 Don: IL Dom: a LINE"A" 000+r aRD16T t CLARK COUNTY,/* 9/26/23 Charlestown Pike Part 2,Job#508515, Invoice Estimate Material Costs $251,576.49 Labor Costs $277,747.30 Tree Costs $15,500.00 Engineering Costs $22,500.00 Betterment -($29416.80) Total Estimate Job Cost $537,906.99 ClarkREMC.coop 7810 State Road 60 Seliersburg. IN 47172 1812.246.3316