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HomeMy WebLinkAboutPEDESTRIAN BRIDGE AND RECREATION TRAIL DUBUQUE STREET OVER I-80 PEDESTRIAN BRIDGE AND RECREATION TRAIL DUBUQUE ST OVER 1 - 80/2015 PEDESTRIAN BRIDGE & RECREATION TRAIL DUBUQE ST OVER 1-80/2015 16-Dec-2014 Res 14-444 for Consultant Services 06-Jan-2015 Plans and Specs 06-Jan-2015 Res 15-5, setting a public hearing 12-Jan-2015 Notice of Public Hearing 20-Jan-2015 Res 15-16, approving plans, specs, form of contract and estimate of cost 20-Jan-2015 Res 15-12, authorizing funding and construction admin. Agreement 27-Jan-2015 Notice to bidders 06-June-2017 Res 17-189, Recommending the Iowa Department of Transportation accept the work 12-16-14 4d(5) Prepared by: Melissa Clow, Special Projects Administrator,410 E.Washington St., Iowa City, IA 52240; (319) 356-5413 RESOLUTION NO. 14-444 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AN AMENDMENT TO THE AUGUST 21, 2012 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND AECOM OF WATERLOO, IA TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE DUBUQUE STREET/I-80 PEDESTRIAN BRIDGE PROJECT. WHEREAS, the City of Iowa City desires to provide connectivity of the Iowa River Trail along Dubuque Street from Foster Road north to the Butler Bridge over the Iowa River; and WHEREAS, professional engineering services are required to design approximately 5,800 feet of recreational trail and an 270-foot long pedestrian bridge over 1-80; and WHEREAS, the City retained services of AECOM of Waterloo, IA to prepare preliminary and final design documents for the construction of the Dubuque Street/ 1-80 Pedestrian Bridge Project in accordance with state and federal regulations pursuant to a Consultant Agreement dated August 21, 2012; and WHEREAS, it has become necessary to amend the original contract due to additional survey work required to identify the as-built condition of the Iowa DOT's interchange reconstruction project at Dubuque Street and 1-80; and WHEREAS, the City of Iowa City has negotiated an amendment to the August 21, 2012 Agreement for said consulting services with AECOM Technical Services, Inc.; and WHEREAS, it is in the public interest to enter into said Consultant Agreement amendment with AECOM Technical Services, Inc.; and WHEREAS, funds for this project are available in the Dubuque Street / 1-80 Pedestrian Bridge Account #S3930; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Amendment to the Consultant Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Amendment to the Consultant Agreement. Passed and approved this 16th day of December , 20 14 . MAYOR /� / Ap oved by ,(�� , ATTEST: � iu� . ) (47ili" a f�"�L7 CITY C ARK City Attorneys Office il/k/ Pweng/ma stersldesignagt.doc I':esolution No. 14-444 Page 2 It was moved by Payne and seconded by Botchway the Resolution be adopted,and upon roll call there were: AYES: NAYS: A;SENT: X Botchway x Dickens x Dobyns x Hayek x Mims x Payne x Throgmorton r` C0M AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo,Iowa 50703 www.aecom.com CITY OF IOWA CITY DUBUQUE STREET RECREATIONAL TRAIL AND PEDESTRIAN BRIDGE CONSULTANT AMENDMENT TO THE AUGUST 21,2012, AGREEMENT WHEREAS, a Consultant Agreement was entered into between the City of Iowa City, Iowa (Client), and AECOM Technical Services, Inc. (ATS) of Waterloo, Iowa, dated August 21, 2012, to prepare preliminary and final design documents for the construction of the Dubuque Street/I-80 pedestrian bridge and trail extension project; and WHEREAS, this project includes the construction of a recreational trail and pedestrian bridge along Dubuque Street from Foster Road to the Butler Bridge over the Iowa River. The project includes the construction of 5,800 feet of recreational trail and the construction of an approximately 270-foot long PPCB bridge. It is anticipated that the project will include modifications to the future signals of the Dubuque Street/I-80 interchange; and WHEREAS, the Client and ATS now desire to amend the August 21, 2012, consultant Agreement to include additional survey in the area of the south part of the 1-80 interchange described by the station range Station 24+50 to Station 34+00. NOW THEREFORE, it is mutually agreed to amend the original Consultant Agreement as follows: Scope of Services In addition to the Scope of Services detailed in the August 21, 2012, consultant Agreement, Consultant shall survey in the area of the south part of the 1-80 interchange described by the station range Station 24+50 to Station 34+00. The survey is to identify the as-built condition of Iowa DOT's interchange reconstruction project, traffic signalization project and lighting project. The survey will provide existing utility locations that were relocated during the Iowa DOT's projects, and the locations of traffic signals and interchange lighting. The survey will be used to revise the alignment and profile of the shared-use path to avoid identified features. II. Compensation Compensation for the above additional services will be on an hourly basis in accordance with Part IV of the original agreement. Total compensation for the above-described additional services is an estimated fee which shall not exceed Three Thousand Five Hundred Dollars ($3,500.00) for a revised estimated fee which shall not exceed $238,500.00. III. In all other respects, the obligations of the Client and ATS shall remain as specified in the Professional Services Agreement dated August 21, 2012. AECOM Page 2 IN WITNESS WHEREOF, the parties hereto have executed this Amendment Agreement as of the dates shown below: CITY OF IOWA CITY, IOWA By: Artqa,k- r Date 12/16/2014 Mathew Hayek Mayor ATTEST: By: AECOM TECHNICAL SERVICES NC. By &til,e/PAAJ Date December 10, 2014 Douglas W. ' el, P.E. Associate Vice President L:\work\ADMIN\AGREE\SUPPLE\SA1 IC Dub Str Rec Trail.doc Approved By City Attorney' Office " REVISIONS l 10TAL l 158 PROJECT IDENTIFICATION NUMBER Iowa Department of Transportation XX-XX-XXX-xxx p IS)Ni PROJECT NUMBER z N.: 1M-080-6(3201244--13-52 1— GTl Highway Div►s►on R.O.W. PROJECT NUMBER 1- w w LL.. J PLANS OF PROPOSED IMPROVEMENT ON CO N - Uv�rAr-,lf-t� LI Rao sys„ .. Kti 105-3 (, �� INDEX OF SHEETS 10 18 05 ' „lox:, 10WA 0.. (1r) JOHNSON COUNTYNo. Descrlptton 11 ' 1 OH] ©,(A-11, BRIDGE NEW - PPCB A.1 Title Sheet 344' 1-800-292-8989 841 A.2 Legend Sheet W444' IN IOWA CITY ALONG DUBUOUE STREET FROM FOSTER ROAD N ` ''b`'°" NORTH 1.1 MILES TO THE IOWA RIVER. A.3 Sheet Layout Sheet Z — ��Ooll a.r.esrou s,y 0 INCLUDES PEDESTRIAN OVERPASS OVER I-80 B.1-B.3 Typical Cross Sections and Details W /N) SCALES:As Noted C.1-C.ID Quantities and General Information Q �'/ The Iowa Department of Transportation Standard Specifications for Highway and 0.1-D.5 Plan and Profile Sheets `� Bridge Construction, series 2012,plus General Supplemental Specifications;and J !� /A applicable Supplemental Specl(Itatlons. Developmental Specifications, and 6.1-G.4 Geometric Data Sheets IXI , —J Special Provisions, shall apply to construction on this project. c."s m OM �' IOWA RIVER J.1 Staging and Traffic Control Sheet e d-1 W Value Engineering Saves. Refer to Article 1105.15 of the Specifications. e q 1111 NPOES N.1-N.2 Traffic Signal Sheets 0 M.1 Storm Sewer Tabulation _ ��� t r �� y I End Project this project Is covered by the Iowa Department of Natural Resources t...... X 6 7+14.06 General Permit No. 2. The contractor shall carry out the terms and conditions M —T7 STA. 35+32.86 of General Permit No. 2 and the storm water pollution prevention plan which T 1-1 FHWA u700580 is a part of these contract documents.Refer to section 2602 of the Standard 0.1-0.3 Soil Boring Logs -.i Specifications for additional Information. S.I-S.14 Sidewalk Sheets r ) �GeG T.1-T.2 Earthwork Tabulation QGF U.I-U.4 Special Details V.1-V.36 Bridge Plans W.1-W.59 Dubuque Street Trail Cross Sections MILEAGE SUMMARY 105-1 09 27 94 W.60 B'Jaysvtlle Connector Cross Sections c,ti 4"110 °I.. -- -- ' _ — �` W.61-W.62 Butler House Connector Cross Sections Div. Location Lin. Ft. Miles 10 00 i I VE0 1 01 m I Sta. 8+83.43 to 67+14.06 5830.63 1.10 '"ull\\ CITY OF IOWA CITY 0. O Bridge THIS ENGINEERING DOCUMENT PD p d II Sta. 33+96.86 to 36+68.86 -272.00 -.05 o w G Total 5558.63 1.05 IS RECOMMENDED FOR FILING WITH THE CITY CLERK. 'eV 3 .: , ._._. oa HAYWOOD D' 5 „ CITY ENGINEER DATE ��' � tart • . ect \ 8+83 . I hereby certify that this Engineering ® FOSTER ,,,, document was prepared by me or under 4�:/�j.���J RD INDEX OF SEALS my direct personal supervision and that _�P " tEsslo 1 am a du Licensed Pr tesslonal Engineer �� SHEET N0. NAME TYPE s`""ta�•"' "'.• .I un a th la s of t e fate of low /��/. �- ----- • P BLOCK €z.. MARK •c � /t/z4/1 1 �s A.1 MARK DURBAHN, P.E. RIMARY SIGNATURE =W; a� z. NARK DURBAHN Date Iowa City. Iowa V.01 MICHAEL CAVEN, P.E. STRUCTURES SIGNATURE BLOCK �'••, I7157 .a•fl . license number 13157 tt Co.Johnson C � ........ My license renewal date Is December 31,2014 fow� >v-„ epi _L Pages or sheets covered by this seal: .v J ALL SHEETS EXCEPT Y SHEETS 6 g p QLL g o ENGLISH IOWA DOT DESIGN TEAM AECOM FHWA 4*700 580 JOHNSON COUNTY PROJECT NUMBER IM-0 80-6(320)244--1 3-52 SHEET NUMBER A.1 I U Ci w, STANDARD SYMBOLS UTILITIES COMPANY CONTACT LIST RIGHT OF WAY LEGEND 0 Interstate Highway Symbol 0Septic Tank �- Guardrail(Beam or Cable) THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN C3U.S.Highway Symbol © Cistern • GP Guard Post(one or two) PROXIMITY TO THE PROJECT. O Iowa Highway Symbol LP L.P.Gas Tank (No Footing) ■■■ Guard Post(over two) GAS&ELCTRIC MID AMERICAN ENERGY CO. A Proposed Right of' Way 1630 Lower Muscatine Rd. County Road Highway Symbol ST Underground Storage Tank 0 FP Filler Pipe Iowa City,IA 52240 A Existing Right of Way Evergreen Tree O Latrine 0 GV Gas Valve ED YOUNG-GAS andProposed Existing Right of Way g CD Deciduous Tree - Luminaire 0 WV Water Valve Mobile:319-3301871 Easement and Existing Right of Way � eeyoung@midamerican.com `i',.1 Fruit Tree Traffic Signal 0 SL Speed Limit Sign DICKBROCK-ELECTRIC • Borrow Phone:319-341-4468 Shrub (Bushes) irTraffic Signal with Luminaire 0 MM Mile Marker Post Mobile:319 330 0543 0 Easement (Temporary) .wYM Timber 0 TP Telephone Pedestal 0 SIGN Sign rlbock@midamerican.com • Easement - ---------- Hedge 0 TVP Television Pedestal 0 WHU Water Hook Up MAGELLAN LP, BILL SAEHLER X Excess -g- StumpTelephone PoleMobile:319-330-0959 P 0 RT Radio Tower \\l/i Swamp 0 Telephone Pole (Second Company) 0 TA Tower Anchor bilisaehler@magellanlp.com );I Property Line T1- Rock Outcrop Telephone Pole (Third Company) 0 EB Electric Box TELEPHONE CENTURY LINK A/C Access Control 615 3rd Avenue SE Do 0 o Broken Concrete $ Telephone Pole (Fourth Company) 0 TCB Traffic Signal Control Box Cedar Rapids,IA 54201 0 0 0 o KEVIN HEEREN v v v v Revetment(Rip Rap) -es- Telephone Pole (Fifth Company) 0 RRB Rail Road Signal Control Box Phone:319-399.7408 M Cemetery Power Pole 0 TSB Telephone Switch Box Mobile:319-360.5122 Kevin.Heeren@CenturyUnk.com CONVENTIONAL LINEWORK © Grave #Se Power Pole (Second Company) CV Cave CABLE TELEVISION MEDIACOM p SurveyLine Power Pole (Third Company) 546Southgate Avenue SH Sink Hole Power Pole (Fourth Company) Iowa City,IA 52240 Station Reference Point P y — Section Corner KEVIN FOUNTAIN ^ Board Fence Power Pole (Fifth Company) Phone:319-351-0408 x3701 Mobile:319-621-8466 0 Proposed Profile Grade * * Chain Link or Security Fence Electrical Highline Tower (Metal or Concrete) kfountain@mediacomcc.com - Railroad —x Wire Fence ♦ Telephone Riser Pole FIBER OPTICS AT&T Field Tile Y Terrace Power Riser Pole 1425 Oak StreetExisting ro�pos� ..ti w A Kansas City,MO 64106 vx-r v v . Earth Dam or Dike (Existing) $ Telegraph Pole LENNY VOHS Existing row p� Culverts Phone:816-275-4014 ��, - Stream .AAA IOWA r - Earth'Dam or Dike (Proposed) Satellite TV Dish Mobile:770-3358244 r e� Lv2121@att.com 0 Tile_-flutlet W Existing Water Line _ _ i CITY OFIWOACITY Edge of_Water W2 Existing Water Line (Second Company) O IKI ©��� WATER DIVISION Existing-Drainage San. Existing Sanitary Sewer Line Phone:319-356-5160 Zp i ;' 1-800-292-8989 Proposed Drainage T Existing Telephone Line 811 UNIVERSITY OF IOWA , . • Right of Way Rail or Lot Corner T2 Existing Telephone Line (Second Company) coil nero.ebelowro m,. GEORGE STUMPF Phone:319-335-2814 Il Concrete Monument F0-1 Existing Fiber Optics Telephone Line UTILITY LOCATING CREW "ONE CALL" Well St.S.— Existing Storm Sewer Line Phone:1-800-292-8989 Ill Windmill G Existing Gas Line CITY WATER DEPARTMENT TD MORENO () Beehive Intake —G-HP— Existing High Pressure Gas Line Phone:319-356.5160 ® Existing Intake G2 Existing Gas Line (Second Company) CITY SEWER DEPARTMENT pAVE ELIAS Shading - Proposed Paved Surface Phone:319-356-5170 - Proposed Intake —G2-HP— Existing High Pressure Gas Line (Second Company) Shading - Proposed Granular Surface O Existing Utility Access (Manhole) E Existing Power Line CITY TRAFFIC ENGINEER )OHN SOBASKI Shading - Other,with identification Phone:319 356 5180 • Proposed Utility Access (Manhole) E2 Existing Power Line (Second Company) o'•:i••:i'•`i r�:amolty Shading - Clearing & Grubbing Area CITY PARKS AND FORESTRY Legend And Symbol jAC HALL Fire Hydrant TV Coble Television Line Phone:319-356-5107 • WH Water Hydrant(Rural) Information Sheet (Symbols are Typical Only, actual size may vary) ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER A.2 III ' � �� � - %� \ ,,Pr. - • o - . 1 / STA. 67+14.06 41 l° I t '' ^11) END OF PROJECT P ' I I 1 i, I' Al ALIGNMENT fi 4 l' D. 44 \.`_ t.9 krt. 411ilik ----------_ )11i :/ V§ . it ' ~, - 4111111114.1 ` !_t1-4 . . 1 1 A,,, ! es . l': 1 '',\% \ V ' 0 ' . 40 ‘• 4,...,,,) s, 77\ i \ ' \ `` r' )11..!_.- , 0 1 4' I I = TRAIL / (41 °p I ALIGNMENT 7./4*� , ' --).•111.1--•••-!V' 1441140 ' '-, . \ ill 1 \ \N .' /. i ..... (. I *1 i / i / 110 1' ti i \ til '...) 2"-'' //I:0-' X • i ,10 , `, TRAIL a7 o Cn ,1,4 � S° (4i ri -13 ALIGNMENT "1 ° �h�`!j�' q15 f/ o \�!_� X�,,r yr' int� ' - rT 00 ...� �_' �l�I�� 1 • °% ��� �� ��� 1 .. 1 -VJ 41:3-1 0 / /..yr III �011, I i w.,,,,,,‘, / :i . 'tyai �+ I c 0 0 0 , _.- ��ir / tic o ° iz • ,, / 7 - 0$1101k : -eps, c: I I I i I I . ° �° !` � i -,, 4�i •---,,...__ tc=.c..elici ,. .v.,,,,. ,,... •_„ _______-----s------ ‘,&0 9:.,IPc.. 3 1 \ \-A° /// ;,----- 1 r'I S‘ ' 0 o I STA� 8+83.43 ez ___) ` \ o I / START OF PROJECT ►-di - ° 1 ilk ' ' ,: r4411) nei \ i;\\,,, 1 1 "'----I ' ../1101p,t „,,,i -0..........401,,, ---- --)lel l•-•••' rc'' 1 1 1 // / I ', :di iti''' 4,e• ..*'4,°' 1 01111 � , \\ i • ti "141 , I TRAIL r • •\ I 7 ___,-,----_,, -.Pli 11 ,,2 )).lior O _ ALIGNMENTk --- ok.- „--- " ( I 1,211:.11-71077 °, r •• • irtOF _ :I Mill;" / • --' / *Al 1 . ' ,, ,, i;_ —______ _.,,,_____— ______.---__. -:_______. '-: .—_—. - -.- _,..,___ •0 ::: "wilmim. . . III\ I {° 111 i * . __. , iN L::: 400Sheet La out T y ENGIISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER A.3 RECREATIONAL TRAIL DETAILS TYP-1 STATION TO STATION WIDTH SLOPE Notes: 01-29-14 BEGIN END Q © 0 8+83.43 9+47.67 5.0' 3.0' 3.0' RT 0 Nominal 1:1 slope _ 9+47.67 9+87.67 5'-7' 3'-2' 3.0' RT 10+77.30 11+17.30 7'-5' 2'-3' 3.0' RT 0 Special compaction of subgrade will occur in cut situations and where Shared Use Path 11+17.30 16+45.38 5.0' 3.0' 3.0' RT the existing ground is less than 2'from proposed grade. 16+45.38 16+68.60 5.0' 3.0' 3.0' Trans. CUT 04 © � © ► 5'-O" ® � _ 17+84.06 18+24.06 7'-5' _ 2'-3' 3.0' RT 0 Porous backfill for si bdrains. 18+24.06 25+78.22 5.0' 3.0' 3.0' LT `1 25+78.22 26+11.68 5.0' 3.0' 3.0' Trans. ® Ste.65+07 to Ste.66+00 PROFILE GRADE 26+11.68 26+76.56 5.0' 3.0' 3.0' RT 5 4:1 Forest es:Ste. 8+51 to Ste. 15+00,both sides. 3 1 SX0 1.5%0 (Earth Shoulder) 27+27.56 28+07.79 5.0' 3.0' 3.0' Trans. ® op 1 3 • 1.5% �� AQ1.5% �� �� 28+98.48 29+80.00 5.0' 3.0' 3.0' RT Sta.50+80 to Sta.61+00, Left side. 1 IPw- O • O • 3® _29+80.00 30+00.00 5.0' Varies Varies RT © No Modified Subbase Ste. 8+83.43 to Sta.20+00,and I I I I _1 30+00.00 33+87.25 5.0' 5.0' 5.0' RT B'Jaysv1lle Corn. Sta. 2+05.14 to Ste. 2+65.62. • II 33+96.86 36+68.86 5.0' * * * * ON BRIDGE o 12" F.. • -►4 12" F ILL 36+78.47 38+50.37 5.0' 5.0' 5.0' RT �, 38+50.37 39+00.37 5.0' 5.0' 5.0' Trans. 12"min.-..-1 �. - I II 39+00.37 39+20.00 5.0' Varies Varies LT -►i 1-4-12 min. 39+20.00 39+79.48 5.0' 3.0' 3.0' LT 4" Longitudinal Subdrainv--11 40+56.51 50+46.48 5.0' 3.0' 3.0' RT (-6" PCC) / 50+77.83 54+73.29 5.0' 3.0' 3.0' RT 54+98.52 62+92.13 5.0' 3.0' 3.0' RT (6" Modified Subbase)© (12" Special Compaction of Subqrade for Recreational Trails)2Q 62+92.13 63+22.13 5.0' 3.0' Varies RT 63+22.13 65+42.13 5.0' 3.0' 5.0' RT 65+42.13 65+72.13 5.0' 3.0' Varies RT 65+72.13 66+75.55 5.0' 3.0' 3.0' RT 66+75.55 67+05.55 5.0' 3.0' 3.0' Trans. B'Jaysville Connector 2+05.14 2+65.62 5.0' 3.0' 3.0' RT TYPICAL CROSS SECTION Butler House Connector - SHARED USE PATH 100+20.03 101+14.41 5.0' 3.0' 3.0' LT PAVED SURFACE Notes: TYP-2 1101 10' 01-29-14 04-30-02 i'". Shared Use Path 0 Sta. 16+68.60 to Sta. 17+08.60 tapers from 5'to 7'. Dike or Roadway 0 _CUT 0 Special compaction of subgrade will occur in cut situations and where I y Apron -4-2' ► -4 7'0 ►4 5 .' the existing ground is less than 2'from proposed grade. F.L. - - 3. -- F.L. �ii�` - = 1 _ - -0 Notes II ( LENGTH) . I • 1 5% O Skew angle is the angle which one end of the pipe is ahead(by .....n 1.5% stationing)of line perpendicular to the (example skew Rt.ahead �� SECTION 30°). 1 ITING O Refer to tabular listing and other plans for additional information. • PAVE Apron I OSee Standard Road Plan RF-3 For Conc.or RF-5 for Metal. FILL EXISTING CURB & GUTTER RECREATIONAL TRAIL DETAILS (12" Special Compaction of Subgrade for Recreational Trails)2® 21----"*--C' LOCATION) STATION TO STATION SLOPE -(LT.) ► ( RT.) ► BEGIN END ® TYPICAL CROSS SECTION 9+87.67 10+77.30 RT SHARED USE PATH PLAN 17+08.60 17+84.06 LT - ALONG CURBED ROADWAY PIPE CULVERT ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--1 3-52 I SHEET NUMBER B.1 11/24/2014, 4SY`4Tf41:17DTE Design File L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTraiI-B-Shts.dsn, Model Working AECOM-1 87-23-14 / Pier Column West Bound Traffic it/ East Bound Traffic 12' 12' 12' 12' 8' 10' 8' 12' 12' 12' 12' Shoulder Shoulder 3' 3' ► 4 ► -4 0 0 0 0 M.1..:1., .$ © • 0•: © © 1 �� �� u Pier Footing r,) ca Notes: "K ._ 4 (18" Special Backfill ) C) i 0 54"Half Barrier Rail. See U-Sheets for Details. ..t :-.E. `�" 0BT 3'Joint. See PV 101 for Details. \ (12" PCC Pavement, Class C, Class 3 Durability) ¶'< cn i a .....0-- -t) 7 1 i 3) I-2'or'XT-2'Joint. See PV-101 for Details. (See U-Sheets for limits of Median Reconstruction) ('TT a C) TBR,See Typical 8210 and BA-401 for Details. ,. " r* I-80 TYPICAL CROSS SECTION -, _ N 4 © • 8210 c M? Temporary Crash Cushion Shoulder Shoulder 10-16-12 Traffic —= © Q LOCATION STATION Traffic Traffic • Q Traffic � • -0.-- ? Shoulder �) Shoulder Approach Storage Area (minimum 20') J Work Limits Trailing Storage Area (minimum 20') 4 50 ® ► 4 TA ► Qp • Work Area ► 5'-10" 11...-_ O A 1 1 0 Where as is less than 14'-6", install restricted width AA WL TA 6 Station Side 0 Anchored OO Remarks signing as per Standard Road Plan TC-81. • Feet Feet Feet Feet X _Ft-Inches 3'-9" 1' 8" 0' 5" 915+92.88 RT. 50 75 50 225 27-0 BARRIER OFFSETS FOR FLARE SECTIONS 915+92.88 _ LT. 50 75 50 225 27-0 TEMPORARY CONCRETE BARRIER LAYOUT for One-Way Traffic ENGLISH I IOWA DOT I DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 8.2 9:38:54 AM 11/4/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-B-Shts.dsn 4403 4404 04-20-10 04-20-10 Special Shaping Splash Basin 8' o I Splash Basin IF.-L.l gip!— Engineering Fabric tilffr " " " r r Ditch /�/ r r r r :0. —8' DitIIch .0 Bottom r r 0 " AP " 0 r r '�v' . Erosion Stone or " r r r ��0 .• •� r r r r w ' Class E Revetment w w r r r 4V r r r 11111111' r w r r r ,6 w r r r r 1' .4.00114/� Brldgeslope Foreslo•e 2' _ 2' ,I,_ ,. ,. A A-.,. 1--A-,..`.... �o°o cam' i;o' Splash Basin Under Bride Drain ,` ��' 8 Isometric View S P 9 Splash BasinPlan View Culvert. Outlet Plan View 4 10" ► i12"1-4— Compacted Section A-A - Earth 6" Engineering 6" Poi,.'Slope Staple 0 0 (No. 11 wire) • 14 8' • Culvert 2' .6 Groundline o„.. , Staples at c ci'9-8e-d�a-8°-300- Backslope P i • oa o�o�oC)80 o�' 4 0-o-o-o-o-o ,4 Compacted 12" centers Erosion Stone or = = = ' ' ClassErosion Stone or E Revetment 1 Upper Anchor Slot Earth Class E Revetment 2' s" Upper Anchor Slot Engineering Engineering Engineering Fabric Fabric Limits of Fabric Special Shaping Lower Anchor Slot Splash Basin Under Bridge Drain Splash Basin at Culvert Outlet 6" Typical Section Typical Section Typical Section Staples at 12" centers Lower Anchor Slot © Center splash basin directly under bridge drain. ROCK FLUME ROCK SPLASH BASIN Refer to Tabulation 100-23 for additional information. to Tabulation 100-23 for additional information. cx- C'ri C.1, di _~N- c.) ENGLISH I IOWA DOT I DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER I M-080-6(320)244--1 3-52 SHEET NUMBER B.3 9:38:55 AM 11/4/2014 frankg L:\work\project\60276947\000_CADD\0O1_Draft&Des\Sheets\I80-RecTrail-B-Shts.dsn 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built Division 1 1 Division 2 [ Division 3 Division 4 Division 5 t Toal Divi Jsion 1 Division 2 Division 3 Division 4 Division 5 1 2101-0850001 CLEARING AND GRUBBING ACRE 0.8 0.8 2 2101-0850002 CLEARING AND GRUBBING UNIT 787 787 j F 3 2102-0425070 SPECIAL BACKFILL TON 193.0 193.0 4 2102-2625001 EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED CY 12,469.0 12,469.0 5 2102-2710070 , EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 6,952.0 6,952.0 6 2105-8425005 ' TOPSOIL, FURNISH AND SPREAD CY 3,300.3 3,300.3 { 7 2115-0100000 } MODIFIED SUBBASE CY 986.5 986.5 8 2123-7450000 SHOULDER CONSTRUCTION, EARTH STA 105.00 105.00 f 9 2301-1033120 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, SY 218.1 218.1 CLASS C, CLASS 3 DURABILITY, 12 IN. { 10 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 57.4 57.4 11 2401-7207020 REMOVAL OF CONCRETE CY 40.7 40.7 I - - -- -- _ 12 2402-0425031 GRANULAR BACKFILL TON 141.1 141.1 I_ 13 2402-2720000 EXCAVATION, CLASS 20 CY 60 254 314 14 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) CY 264.7 264.7 15 2403-7302000 COLORED SEALER COATING FOR STRUCTURAL CONCRETE SY 1,001.8 1,001.8 ' 16 2404-7775000 REINFORCING STEEL LB 153 153 17 2404-7775005 REINFORCING STEEL, EPDXY COATED LB 50,754 50,754 18 2404-7775009 REINFORCING STEEL, STAINLESS STEEL LB 66 6619 2407-0564135 BEAMS, PRETENSIONED PRESTRESSED CONCRETE, BTD135 EACH 4 4 20 2408-7800000 STRUCTURAL STEEL LB 2,794 2,794 N --- - - - ---_ _ - - 21 2414-6460000 ORNAMENTAL METAL RAILING LF 629.3 629.3 -L�_,- _�. 22 2416-0100018 APRONS, CONCRETE, 16 IN. DIA. EACH 9 9 -----------._ ..._. cST. 23 2416-0100024 APRONS, CONCRETE, 24 IN. DIA. EACH 10 10 - __ 24 2416-0101036 REMOVE AND REINSTALL CONCRETE PIPE APRONS LESS THAN OR EQUALTO 36 IN. EACH 2 2 C _3> 25 2416-1160018 CULVERT, CONCRETE ENTRANCE PIPE, 18 IN. DIA. LF 229 229 u =; _ _ 26 2416-1160024 CULVERT, CONCRETE ENTRANCE PIPE, 24 IN. DIA. LF 280 280 II --- _.Cef�[._____ 27 2431-0000100 SEGMENTAL BLOCK RETAINING WALL SF 540 540 �J1 28 2435-0140200 MANHOLE, STORM SEWER, SW-402 EACH 2 2 �� , 29 2435-0251224 INTAKE, SW-512, 24 IN. EACH 6 6 ._. .._._ ... ._ _.. ��_. 30 2435-0251226 INTAKE, SW-512, 24 IN., TOP ONLY EACH 2 2 __ _ _ i """`'A ' 31 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 3 3 - . __ ___k 32 2435-0700020 CONNECTION TO EXISTING INTAKE EACH 1 1 33 2501-0201057 PILES, STEEL, HP 10 X 57 LF 1,200 1,2®0 _- -- 34 2501-0201253 PILES, STEEL, HP 12 X 53 LF 1,440 1•140 ' NI 35 2501-6335010 PREBORED HOLES LF 150 150 36 2501-8400170 TEMPORARY SHEET PILES AND SHORING LS 1.00 1.00 37 2502-8212024 SUBDRAIN, LONGITUDINAL, (BACKSLOPE) 4 IN. DIA. LF 470.0 470.0 ___-__,.__ _ 38 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHOULDER) 6 IN. DIA. LF 180.0 180.0 - --- 39 2502-8220193 SUBDRAIN OUTLET (RF-19C) EACH 2 2 40 2502-8220196 SUBDRAIN OUTLET, RF-19E EACH 6 6 41 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE LF 170.7 170.7 -_-- - - PIPE (RCP), 2000D (CLASS III), 18 IN. _ 42 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE LF 303.5 303.5 PIPE (RCP), 2000D (CLASS III), 24 IN. - 43 2503-0124424 STORM SEWER GRAVITY MAIN, TRENCHLESS, REINFORCED CONCRETE LF 84.5 84.S PIPE (RCP), 3000D (CLASS IV), 24 IN. 44 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 64 I ! I I 64 45 2505-6000111 HIGH TENSION CABLE GUARDRAIL LF 733.6 733.6 46 2505-6000121 HIGH TENSION CABLE GUARDRAIL, END ANCHOR EACH 4 4 47 2507-2638620 MACADAM STONE SLOPE PROTECTION SY 300.0 300.0 48 2507-3250005 ENGINEERING FABRIC SY 160.0 160.0 - --49 2507-6800061 REVETMENT, CLASS E TON 24.0 24.0 50 2507-8029000 EROSION STONE TON 72.0 72.0 51 2510-6745850 REMOVAL OF PAVEMENT SY 249.2 249.2 52 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY 5,982.9 5,982.9 53 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA 54.10 54.10 54 2511-6745900 REMOVAL OF SIDEWALK SY 246.7 246.7 55 2511-7528101 DETECTABLE WARNINGS SF 298 -_.- _ - __ 29$ 56 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 99.9 1 99.9 57 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL CY 29.6 29.6 __- 58 2518-6910000 SAFETY CLOSURE EACH 19 19 _ 59 2519-3280000 FENCE, FIELD LF 513.0 513.0 60 2519-3300400 FIELD FENCE BRACE PANELS EACH 16 16 � 61 2520-3350015 FIELD OFFICE EACH 1 1 62 2523-0000200 ELECTRICAL CIRCUITS LF 800.0 800.0 63 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 7 4 11 �- --, 64 2523-0000400 CONTROL CABINET EACH 1 1 ____ _ _ 65 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 8 8 - _. 66 2525-0000100 TRAFFIC SIGNALIZATION LS 1.00 1.00 _ _ 1 67 2526-8285000 CONSTRUCTION SURVEY LS 1.00 1.00 _ __-- 68 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT-BASED STA 38.08 38.08 _ - 69 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 450.0 450.0 70 2528-8445110 TRAFFIC CONTROL LS 1.00 1.00 - - 71 2528-8445113 FLAGGERS EACH See Proposal _ __ 72 2533-4980005 MOBILIZATION LS 1.00 1.00 73 2551-0000130 TEMP CRASH CUSHION, SEVERE USE (SU) EACH 2 2 - 74 2599-9999005 CONCRETE BARRIER, TRANSITION 42 IN TO 54 IN HALF EACH 4 4 75 2599-9999005 DECORATIVE COLUMN EACH 10 10 - 76 2599-9999005 REMOVE AND REINSTALL FIRE HYDRANT EACH 1 1 ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 MEET NUMBER C.1 I 12/23/2014 7:41.25 PM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built ____ __ __ Division 1 j Division 2 L Division 3 ( Division 4 I Division 5 I Total Division 1 I Division 2 Division 3 I Division 4 I Division 5 77 2599-9999009 CONCRETE BARRIER, AESTHETICS LF 151.0 151.0 78 2599-9999009 CONCRETE BARRIER, REINFORCED, 54 IN HALF LF 111.0 111.0 79 2599-9999009 CONDUIT, 2 INCH DIAMETER LF 1,565.0 1,565.0 80 2601-2634100 MULCHING ACRE 5.0 5.0 81 2601-2634150 MULCHING, WOOD CELLULOSE FIBER ACRE 1.2 1.2 82 2601-2636043 SEEDING AND FERTILIZING (RURAL) ACRE 5.0 5.0 83 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE 1.2 1.2 84 2601-2638352 SLOPE PROTECTION, WOOD EXCELSIOR MAT SQ 1,120.9 1,120.9 65 2601-2640350 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT SQ 35.7 35.7 86 2601-2642100 STABILIZING CROP - SEEDING AND FERTILIZING ACRE 3.3 3.3 87 2601-2642120 STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) ACRE 0.8 0.8 88 2602-0000020 SILT FENCE LF 300.0 300.0 89 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 330.0 330.0 90 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 330.0 330.0 91 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 330.0 330.0 92 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. DIA. LF 234.0 234.0 93 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 6 6 94 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 2 2 95 2610-0000120 TREES EACH 15 15 Y0S-4' - 105-41 10-18-11 10-18-11 STANDARD ROAD PLANS STANDARD ROAD PLANS The following Standard Road Plans apply to construction work on this project. The following Standard Road Plans apply to construction work on this project. Number 1 Date l Title Number I Date I Title BA-351 04-20-10 High Tension Cable Guardrail TC-454 10-16-12 Temporary Detour Using Ramps on Divided Highway BA-401 04-16-13 Temporary Barrier Rail (Precast Concrete) TC-601 10-18-11 Pedestrian Detour BA-500 04-20-10 Temporary Crash Cushions Sand Barrel WM-102 04-21-09 Tracer System EC-101 04-20-10 Wood Excelsior Mat for Ditch Protection WM-201 04-19-11 Fire Hydrant Assembly EC-103 04-20-10 Wood Excelsior Mat for Slope Protection EC-201 04-20-10 Silt Fence EC-204 10-16-12 Perimeter and Slope Sediment Control Devices EC-501 04-20-10 Trees and Shrubs EW-101 04-19-11 Embankment and Rebuilding Embankments EW-102 10-21-14 Allowable Placement of Unsuitable Soil in Embankments EW-110 10-15-13 Ditch Blocks and Dikes EW-202 10-21-14 Bridge Berm Grading without Recoverable Slope (Non-Barnroof Section) EW-501 10-1S-13 Rural Entrance LI-101 10-21-14 Light Pole Location LI-103 10-21-14 Conduit and Precast Handholes LI-201 10-21-14 Light Pole Foundation MI-103 10-16-12 Deer Fence and Field Fence Construction DIVISION I: STP - STATE RECREATIONAL TRAILS FUNDING MI-220 10-16-12 Detectable Warnings and Pedestrian Ramp DIVISION II: IMD - STP - STATE RECREATIONAL TRAILS FUNDING MI-221 04-17-12 Combined Retaining Wall - Sidewalk DIVISION III: NON-PARTICIPATING PM-110 04-16-13 Line Types PM-120 10-21-14 Stop Lines and Islands _ _. .. _ PV-101 , 10-21-14 Joints PV-102 04-15-14 PCC Curb Details PV-103 04-19-11 Manhole Boxouts in PCC Pavement kF-2 ' 04-15-14 Construction of Type "C" Concrete Adaptors for Pipe Culvert Connections RF-3 ,.10-15-13 Concrete Aprons RF-13 - 10-18-11 Pipe Bends and Half Pipe _.-.. RF-14 ,04-16-13 Connected Pipe Joints RF-19C 10-16-12 Subdrains (Longitudinal) RF-19E 10-21-14 Outlets for Longitudinal, Transverse and Backslope Subdrains RF-30A 04-15-14 Pipe Culvert (Bedding and Backfill) RF-30B 10-19-10 Pipe Culvert (Cover and Camber) RF-30C 04-16-13 Pipe Culvert (Installation Details) RF-31 03-28-95 Depth of Cover Tables for Concrete Pipe SI-101 04-21-09 Locations - Type 'A' Signs SI-102 10-20-09 Locations - Type '6' Signs SI-111 10-20-09 Support Structures - Wood Posts SI-131 10-18-11 Installation - Type 'A' Signs SW-101 04-21-09 Trench Bedding and Backfill Zones SW-102 04-21-09 Rigid Gravity Pipe Trench Bedding SW-105 10-20-09 Miscellaneous Pipe Bedding SW-402 04-21-09 Rectangular Storm Sewer Manhole SW-512 10-21-14 Circular Area Intake SW-602 04-15-14 Castings for Storm Sewer Manholes SW-604 10-20-09 Castings for Area Intakes TC-1 04-16-13 Work Not Affecting Traffic (Two-Lane or Multi-Lane) TC-202 10-15-13 Shoulder Closure (One Lane) TC-211 04-17-12 Lane Closure on Low Volume Roadway TC-212 04-16-13 Spot Location Lane Closure with Flaggers TC-402 10-15-13 Shoulder Closure (Multi-Lane) TC-416 04-17-12 Partial Lane Closure on Ramps TC-418 10-15-13 Lane Closure on Divided Highway TC-421 10-21-14 Lane Closure with TBR TC-451 10-21-14 Temporary Road Closure on Divided Highway ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.2 12/23/2014 7:41:25 PM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.ilsm 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 1 2101-0850001 CLEARING AND GRUBBING 27 2431-0000100 SEGMENTAL BLOCK RETAINING WALL Item is for Clearing and Grubbing from Sta. 60+00 to Sta. 67+05. See D-Sheets for construction limits Refer to V-Sheets for location and details. which will be cleared for Clearing and Grubbing. Do not disturb Potential Indiana Bat Roost Tree, labelled on D-Sheets at approximate Sta. 63+65 Lt. Refer to Standard Notes 232-9 and 232-10 on Sheet 28-30 2435-0140200 MANHOLE, STORM SEWER, SW-402 C.9 for clearing and grubbing notes. 2435-0251224 INTAKE, SW-512, 24 IN. -2435-0251226 INTAKE, SW-512, 24 IN., TOP ONLY 2 2101-0850002 CLEARING AND GRUBBING Refer to D Sheets and M Sheet Tabulation for location and details. Item is for Clearing and Grubbing from beginning of project to Sta. 60+00. See U-Sheets and Tab. 110-17 on C-Sheets for additional information. Refer to Standard Notes 232-9 and 232-10 for clearing and 31-32 2435-0600010 MANHOLE ADJUSTMENT, MINOR grubbing notes. 2435-0700020 CONNECTION TO EXISTING INTAKE See M-Sheet Tabulations for locations and details. 3 2102-0425070 SPECIAL BACKFILL Item is for the special backfill under the median pavement. See typical AECOM-1 on Sheet 8.2 for 33-36 2501-0201057 PILES, STEEL, HP 10 X 57 details. 2501-0201253 PILES, STEEL, HP 12 X 53 2501-6335010 PREBORED HOLES 4 2102-2625001 EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED 2501-8400170 TEMPORARY SHEET PILES AND SHORING See Tabulation 107-29 in the T-Sheets for additional details. Material is available within the Iowa DOT Refer to V-Sheets for location and details. right-of-way. The stockpile left of Sta. 42+00 and the old embankment of Ramp 'C' is a possible source of embankment material. Any borrow used within the Iowa DOT right-of-way must be restored with 6" of 37-40 2502-8212024 SUBDRAIN, LONGITUDINAL, (BACKSLOPE) 4 IN. DIA. topsoil and seeded. The slopes shall be smoothed out to flatter than 4:1 slopes. The cost of borrow 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHOULDER) 6 IN. DIA. site restoration is incidental to this item. 2502-8220193 SUBDRAIN OUTLET (RF-19C) 2502-8220196 SUBDRAIN OUTLET, RF-19E 5 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW Refer to Tabulation 104-5C on C-Sheets. Contract unit price per CY of Class 10, shall be full compensation for all excavation, placement, hauling and borrow material to the final design grade. Overhaul and disposal of waste material will 41-43 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 18 IN.: not be paid separately for this project, but will be considered incidental to the price bid for this 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 24 IN. w� -.E item. See Tab. 107-29 in T-Sheets. For the fill required on the project a 25% shrink value was used. 2503-0124424 STORM SEWER GRAVITY MAIN, TRENCHLESS, REINFORCED CONCRETE PIPE (RCP), 3000D (CLASS IV), 24 IN.."- j Excavation, Class 10 includes 2,610 CY for standard excavation and 4,342 CY for stripping of 8" of Refer to D Sheets and M Sheet Tabulation for location and details. -%... topsoil through the corridor. If suitable, the topsoil may be used for the topsoil furnish item or embankment-in-place as long as its placed as per Standard Road Plan EW-102. Embankment-In-Place is 44 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. P. calculated based on the 2,610 CY amount. Item is for the removal of storm sewer pipe in the I-80 median. Refer to U.2 for storaLsgrer reab4a1 _ y location. rr i �f 6 2105-8425005 TOPSOIL, FURNISH AND SPREAD Item is for the provision of a uniform 6 inch finished thickness of topsoil on all areas as shown in the 45-46 2505-6000111 HIGH TENSION CABLE GUARDRAIL typical cross sections. The Engineer will approve the source of off-site topsoil. Surface soils from 2505-6000121 HIGH TENSION CABLE GUARDRAIL, END ANCHOR CD: - ditch bottoms, drained ponds, and eroded areas, or soils that are supporting growth of noxious weeds or See Tabulation 108-9A for locations and details. other undesirable vegetation, will not be accepted. Item is calculated by taking the seeding area and multiplying by 6". Measurement will be in cubic yards for furnishing, excavating, hauling, and 47 2507-2638620 MACADAM STONE SLOPE PROTECTION incorporating the material. Payment will be at the unit price per cubic yard. Refer to V-Sheets for location and details. 7 2115-0100000 MODIFIED SUBBASE 48-50 2507-3250005 ENGINEERING FABRIC Item is for Modified Subbase under Shared Use Path. See B-Sheets for details. 2507-6800061 REVETMENT, CLASS E 2507-8029000 EROSION STONE 8 2123-7450000 SHOULDER CONSTRUCTION, EARTH Refer to Tabulation 100-23 on [-Sheets. Item is for the earthwork along the shoulder of the shared use path. See typical cross sections, Sheet - 8.1 for details. Adjustment of Fixtures will be considered incidental to Earth Shoulder Construction. 51 2510-6745850 REMOVAL OF PAVEMENT Item is for the removal of curb and gutter, and miscellaneous pavement for the construction of curb 9 2301-1033120 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 12 IN. ramps and sidewalks. Item also includes the full depth removal of pavement in the I-80 median to Item is for the paved median. See typical AECOM-1 and Sheet U.2 for details. Certified plant construct pier. Item includes full depth saw cut and disposal of pavement. See Tabulation 110-1 on inspection (Section 2521 of the Specifications is required for this item. C-Sheets and D-Sheets for locations. 10 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE 52 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. Refer to Tabulation 102-3 on C-Sheets for location and details. Item is for construction of shared-use paths. Certified plant inspection (Section 2521 of the Specifications) is required for this item. Refer to B-Sheets, Tabulation 113-1 on C-Sheets, D-Sheets 11 2401-7207020 REMOVAL OF CONCRETE and S-Sheets for locations and details. Item is for the removal of the concrete barrier to construct median pier. Refer to U.2 for limits of concrete barrier removal. 53 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL Item is for construction of shared-use paths. Refer to B-Sheets, Tabulation 113-1 on C-Sheets, D-Sheets 12 2402-0425031 GRANULAR BACKFILL and S-Sheets for locations and details. Item is for the granular backfill between the barrier rails as shown in typical AECOM-1 and on Sheet U.2. 54 2511-6745900 REMOVAL OF SIDEWALK --- ---- - - ----. 13 2402-2720000 EXCAVATION, CLASS 20 _ Item is for the removal of concrete sidewalk for the construction of curb ramps and shared-use paths. Item is excavation for culvert construction. Refer to Tabulation 104-3 on C-Sheets for location and Item includes full depth saw cut and disposal of pavement. Refer to Tabulation 110-5 on C-Sheets and details. D-Sheets for locations. 14-21 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) 55 2511-7528101 DETECTABLE WARNINGS - - -- - - - ---- 2403-7302000 COLORED SEALER COATING FOR STRUCTURAL CONCRETE Refer to Tabulation 113-1 on C-Sheets and S-Sheets for locations and details. 2404-7775000 REINFORCING STEEL 2404-7775005 REINFORCING STEEL, EPDXY COATED 56 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. 2404-7775009 REINFORCING STEEL, STAINLESS STEEL See Tabulation 112-4 on C-Sheets for location and details. Use "C" mix. Use of Calcium cloride will 2407-0564135 BEAMS, PRETENSIONED PRESTRESSED CONCRETE, BTD135 __ -, not be permitted. Place BT-5 joint around perimeter of all curb and gutter. Place L-2 joint at 2408-7800000 STRUCTURAL STEEL locations of existing joint or random cracks in adjacent pavement. Match existing curb type. At curb 2414-6460000 ORNAMENTAL METAL RAILING drops for sidewalk use Standard Road Plan PV-102. Certified plant inspection (Section 2521 of the Refer to V-Sheets for location and details. Certified plant inspection (Section 2521 of the Specifications) is required for this item. Specifications) is required for Structural Concrete (Bridge). 57 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL 22-23 2416-0100018 APRONS, CONCRETE, 18 IN. DIA. See Tabulation 108-16 on C-Sheets and D-Sheets for locations and details. Refer to Standard Road Plan 2416-0100024 APRONS, CONCRETE, 24 IN. DIA. _,. MI-221 for details. Certified plant inspection (Section 2521 of the Specifications) is required for Refer to Tabulation 104-3 on C-Sheets and Tabulation 104-SB on M.01 for location and details. this item. 24-26 2416-0101036 REMOVE AND REINSTALL CONCRETE PIPE APRONS LESS THAN OR EQUALTO 36 IN. 58 2518-6910000 SAFETY CLOSURE - - 2416-1160018 CULVERT, CONCRETE ENTRANCE PIPE, 18 IN. DIA. Item is for safety closures as listed on Tabulation 108-13A on the C-Sheets. Item is also for the 2416-1160024 CULVERT, CONCRETE ENTRANCE PIPE, 24 IN. DIA. closure of the existing sidewalks as shown in Standard Road Plan TC-601. Refer to tabulation 113-2 on See M-Sheet Tabulations for locations and details also see D Sheets and Tabulation 104-3. 3-Sheets for tabulated amount and locations. ENGLISH IOWA DOi DESIGN TEAM AECOM JOHNSON COUNTY IPROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.3 12/23/2014 7:41:25 PM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 59-60 2519-3280000 FENCE, FIELD 83 2601-2636044 SEEDING AND FERTILIZING (URBAN) 2519-3300400 FIELD FENCE BRACE PANELS Item is for hydro-seeding of all disturbed areas designated at urban seeding. Use an application rate Refer to Tabulation 100-7 on C-Sheets and D-Sheets for location and details. c of 5 pounds per 1,000 square feet for the urban seeding. Item includes 50% additional area for reseeding of bare spots. Reseeding will be completed on approval of the Engineer. This item will 61 2520-3350015 FIELD OFFICE include the use of hydraulic seeder and mulcher as described in Iowa DOT Specification 2601.03,A.7. Field Office location will be determined at the preconstruction conference and will be located on Iowa The method of measurement and basis of payment for these items shall be at the contract unit price per DOT right-of-way within the interchange. acre and shall include all tools, labor and materials necessary to complete the item per the contract documents. 62-64 2523-0000200 ELECTRICAL CIRCUITS 2523-0000310 HANDHOLES AND JUNCTION BOXES _... 84-85 2601-2638352 SLOPE PROTECTION, WOOD EXCELSIOR MAT 2523-0000400 CONTROL CABINET 2601-2640350 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT Refer to V-Sheets and the N-Sheets for location and details. 800 LF of circuits is for the bridge Refer to Tabulation 100-22 on C-Sheets for location and details. lighting and 417 LF of circuits is for the pedestrian signalization. 86-87 2601-2642100 STABILIZING CROP - SEEDING AND FERTILIZING 65 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN 2601-2642120 STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) See Tabulations 190-61 and 190-62 on the C-Sheets for locations and details. Reinstall in designated Included for all areas of the right of way as designated by the engineer. Following the completion of locations. Removal of City-owned signs impacted by construction will be removed by the Owner after the work outside of the authorized seeding dates, place seed, fertilizer, and mulch on the disturbed areas. road closure is installed. After the completion of construction, the Owner will reinstall city-owned signs in designated locations prior to the roadway reopening. Contractor to coordinate. Any damage to 88 2602-0000020 SILT FENCE signs shall be repaired at Contractor's expense. Each sign/post combination removed/reinstalled will Item is for the possible inclusion of silt fence to be used at the discretion of the Engineer for be counted once and paid for at the contract unit price. additional erosion control at select locations. 66 2525-0000100 TRAFFIC SIGNALIZATION 89-91 2602-0000030 SILT FENCE FOR DITCH CHECKS This item is for the installation of pedestrian signalization at the interchange and the push button 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS relocation. Refer to N-Sheets and U.4 for locations and details. 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK ' Refer to Tabulation 100-18 on C-Sheets for location and details. Removal of silt fence includes 300' of 68 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT-BASED silt fence. Refer to Tabulation 108-22 for location and details. 92-94 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. DIA. 4 69 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE _,. 2602-0010010 MOBILIZATIONS, EROSION CONTROL See Typical 8210 on Sheet B.2 for locations and details and Standard Road Plan BA-401 for locations and _ 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL details. Refer to Tabulation 100-1! on C-Sheets for locations and details. 70 2528-8445110 TRAFFIC CONTROL 95 2610-0000120 TREES _ __ See notes on J-Sheets for additional information on traffic control and staging. Item is for balled-root trees planted as directed at time of construction by City of Iowa City. Plant . 1 - Chinkapin Oak, 3 - Autumn Spire Red Maples, 8 - Amur Maples, and 3 - Service Berries. See Iowa DOT 71 2528-8445113 FLAGGERS Standard Road Plan EC-501 for planting details. Item is to be used for flaggers that may be required during construction. Approval by the Engineer is needed prior to utilizing this item. 72 2533-4980005 MOBILIZATION 100-10 See Specification 2533. 10-18-05 73 2551-0000130 TEMP CRASH CUSHION, SEVERE USE (SU) PROJECT DESCRIPTION See Typical 8210 on Sheet 8.2 for locations and details and Standard Road Plan BA-401 for locations and This project includes the construction of a shared use path from B'Jaysville Lane / Foster Road, North to the Iowa River. The project details. includes the installation of a pedestrian bridge over I-80, and pedestrian signal improvements at the interchange. 74 2599-9999005 CONCRETE BARRIER, TRANSITION 42 IN TO 54 IN HALF Item is for the transition barrier from 42" to 54" half barrier as shown on Sheet U.4. Apply Section 111-25 2513 of the Standard Specifications. Method of measurement and basis of payment is at the contract 10-18-11 unit price per each. INDEX OF TABULATIONS 75 ' 2599-9999005 DECORATIVE COLUMN Tabulation Tabulation Title Sheet No. a r ,a Refer to V-Sheets for location and details. L.-_s _ C Sheets 7F _ '99-9999005 REMOVE AND REINSTALL FIRE HYDRANT 100-1C ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) C.1 - C.2 Item is for the removal and reinstallation of the fire hydrant as shown on Sheet U.3. Item includes all 100-1D PROJECT DESCRIPTION C.4 a. ^.Y --- --'�"- -L!, 100-4A ESTIMATE REFERENCE INFORMATION C.3 - C.4 R,,..-�+ E .� - ' tools, labor and equipment to relocate hydrant. Method of measurement is at the contract unit price wt_£..------- . . for each hydrant relocation. Basis of payment is at the contract unit price per each hydrant removed 100-7 FENCING C.5 - ---- - " 100-18 TABULATION OF SILT FENCES FOR DITCH CHECKS C.5 ...- and reinstalled. _ 100-19 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE C.5 77 2599-9999009 CONCRETE BARRIER, AESTHETICS 100-22 SPECIAL DITCH CONTROL AND SLOPE PROTECTION C.5 ,.__ See Special Provision for Aeshthetic Treatment of Concrete Barrier. 100-23 ROCK DITCH CHECKS/DITCHES/FLUMES/SPLASH BASINS/SLOPE PROTECTION C.5 102-3 ACCESS POINTS AND SAFETY RAMPS C.7 78 2599-9999009 CONCRETE BARRIER, REINFORCED, 54 IN HALF 104-3 DRAINAGE STRUCTURE BY ROAD CONTRACTOR C.6 Item is for the reinforced concrete barrier shown on Sheet U.2. Apply Section 2513 of the Standard 104-5C LIST OF SUBDRAIN WORK C.9 . Specifications. Item includes the paving of the 4" PCC Cap and the construction of the 6" wall to 105-4 STANDARD ROAD PLANS C.2 - C.2 contain granular backfill as shown on sheet U.2. 108-9A HIGH TENSION CABLE GUARDRAIL C.7 108-13A SAFETY CLOSURES C.7 79 2599-9999009 CONDUIT, 2 INCH DIAMETER 108-16 COMBINED CONCRETE SIDEWALK AND RETAINING WALL C.7 Item is for the installation of 2 Inch conduit of the type and location shown on the N-Sheets and on 108-22 PAVEMENT MARKING LINE TYPES C.7 Tabulation 108-2 on Sheet V.31. The 2 Inch conduit will be installed without electric circuitry for 110-1 REMOVAL OF PAVEMENT C.8 Division III. The method of measurement and basis of payment shall be at the contract price per linear 110-2 REMOVAL OF EXISTING STRUCTURES C.8 foot. 110-5 SIDEWALK REMOVAL C.8 ..._.._. _.__. .__.___ .__.__.. _._.__..... ._...,.._. ._...__... __._.... 110-12A POLLUTION PREVENTION PLAN C.10 - C_10 80 2601-2634100 MULCHING 110-17 CLEARING AND GRUBBING C.9 Item is for the mulching of the rural seeding locations. See the D-Sheets for the limits of rural 111-25 INDEX OF TABULATIONS C.4 ___ seeding. - 112-4 CURBS AND RAISED ISLANDS C.8 _._ __.______._._._ _..__._ .___..____-r__.. -___. . ... _ 113-1 SIDEWALKS C.8 _ 81 2601-2634150 MULCHING, WOOD CELLULOSE FIBER 190-61 EXISTING SIGNS TO BE REINSTALLED C.8 _ This item is for the hydraulic mulching of the urban seeded areas. The urban seeding is shown on the 190-62 EXISTING SIGNS TO BE REMOVED C.8 -- 232-9 THREATENED/ENDANGERED BATS C.9 D-Sheets. _ _ .._ .... .._... -. _._.... _..... .._._.-. ___.. _.. __. 232-10 EMERALD ASH BORER C.9 82 2601-2636043 SEEDING AND FERTILIZING (RURAL) This item is for the rural seeding as shown on the D-Sheets. ENGLISH I IOWA DOT] DESIGN TEAM AECOM I JOHNSON COUNTY (PROJECT NUMBER IM-080-6(320)244--13-52 'SHEET NUMBER C,4 12/23/2014 7:41:25 PM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 100-18 100-23 e4-2e-le * Design shown for mandatory 10-19-10 TABULATION OF SILT FENCES locations is the minimum allowed. ROCK DITCH CHECKS/DITCHES/FLUMES/SPLASH BASINS/SLOPE PROTECTION Refer to Typicals 4401, 4402, 4403, 4404, and 4405 FOR DITCH CHECKS Location Type Material - Refer to EC-201 Mandatory* Rock Rock L W Erosion Class E En Side Rock Rock Rock Slope O O g' Remarks Location Length Road Identification Station Location Ditch Splash Stone Revetment Fabric Station Side Remarks Ditch Flume Protection LF Lt./Rt. (yes or no) Check Basin FT FT TON TON SY TRAILDUB TRAILDUB 38+75.83 Rt 22.0 16+29.88 Lt. Yes x 10.0 10.0 12.0 20.0 42+85.46 Rt 22.0 23+34.50 Lt. Yes x 10.0 10.0 12.0 20.0 44+42.71 Rt 22.0 39+06.44 Lt. Yes x 10.0 10.0 12.0 20.0 47+21.64 Rt 22.0 39+38.00 Lt. Yes x 10.0 10.0 12.0 20.0 48+71.61 Rt 22.0 51+47.34 Rt. Yes X ie.0 10.0 12.0 20.0 50+21.72 Rt 22.0 62+74.76 Rt. ; Yes x 10.0 10.0 12.0 20.0 54+12.50 Rt 22.0 63+56.04 Rt. _ Yes x 10.0 10.0 12.0 20.0 62+59.97 Rt 22.0 64+56.89 Rt. Yes x 10.0 10.0 12.0 20.0 64+46.03 Rt 22.0 __ 66+19.18 Rt 22.0 Total 220.0 +50% Bid Quantity 330.0 100-22 08-01-08 SPECIAL DITCH CONTROL AND SLOPE PROTECTION 110--0 6 12 Location -,, PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE No Begin End Side O O Squares Remarks z- �+ Station Station FT FT -:C7 Refer to EC-204 - -r' Location Length of Installation TRAILDUB ,� 1 41+75.00 43+00.00 Rt 120.0 25-8 24.1 Wood Excelsior Mat Special Ditch Control Begin Station End Station Side 6 inch Dia 9 inch Dia 12 inch Dia 20 inch Dia Remarks 2 43+15.00 44+60.00 Rt 145.0 8.0 11.6 Wood Excelsior Mat Special Ditch Control ,,�_ Cl> } LF LF LF LF -- ,_ TRAILDUB Total 35.7 Wood Excelsior Mat Special Ditch Control t,. . *7-1 rrl 9+25.23 Lt 25.0 Area Drain Protection - 12+01.28 Rt 25.0 Area Drain Protection 3 8+88.00 16+60.00 Lt 772.0 5-19 46.5 Wood Excelsior Mat Sloe Protection CD"'-1 - --� P 12+86.47 Rt 25.0 Area Drain Protection - 4 16+60.00 26+52.00 Lt 992.0 5-31 109.1 Wood Excelsior Mat Slope Protection 19+99.07 Rt 25.0 Area Drain Protection 5 8+80.00 9+07.00 Rt 27.0 5-20 5.5 Wood Excelsior Mat Slope Includes BJVCONN 56+50.00 Both 24.0Protection, 58+50.00 Both 24.0 6 9+17.00 9+88.00 Rt 71.0 5-25 11.7 Wood Excelsior Mat Slope Protection, Includes BJV__CONN 60+50.00 Both 24.0 7 10+80.00 16+32.00 Rt 552.0 5.0 25.5 Wood Excelsior Mat Slope Protection 62+92.49 Lt 25.0 Area Drain Protection 8 19+05.00 26+66.00 Rt 761.0 5-24 66.5 Wood Excelsior Mat Slope Protection 64+56.89 Lt 25.0 Area Drain Protection 9 27+30.00 28+00.00 Rt 70.0 22.0 15.6 Wood Excelsior Mat Slope Protection 66+80.00 Lt 12.0 10 29+75.00 34+50.00 Rt 475.0 10-87 245.5 Wood Excelsior Mat Slope Protection 11 31+00.00 34+58.00 Lt 358.0 31-85 220.7 Wood Excelsior Mat Slope Protection 12 36+07.00 39+00.00 Rt 293.0 17-34 69.5 Wood Excelsior Mat Slope Protection 13 36+15.00 39+82.00 Lt 367.0 5-66 112.5 Wood Excelsior Mat Slope Protection 14 60+50.00 62+95.00 Rt 245.0 40.0 95.2 Wood Excelsior Mat Slope Protection 15 63+19.00 66+50.00 Rt 331.0 8-36 97.1 Wood Excelsior Mat Slope Protection Total 1120.9 Wood Excelsior Mat Slope Protection 100-7 10-16-12 FENCING * Bid Item Refer to MI-101, MI-102, MI-103, MI-104, 510-3, and 510-5 Location From To Chain Link Deer Field Channel Crossing Side Fence Gate Fence Brace Gate Fence Brace Gate Remarks Station Offset Station Offset Length* Type No.* Type Length* Panels* No.* Type Length* Panels* No.* Type Length* Type LF EACH 1 LF EACH EACH LF EACH EACH LF 45+26.29 -23.3 45+45.53 -9.0 LT 24.0 2 45+45.53 -9.0 46+36.23 -9.0 LT 90.4 4 46+36.23 -9.0 49+19.09 -9.0 LT 282.2 6 49+19.09 -9.0 50+35.97 -9.0 LT 116.5 4 ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.5 12/5/2014 7:52:30 AM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 104- 10-21-1, DRAINAGE STRUCTURE BY ROAD CONTRACTOR Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. * Not a bid item B2 1 Diameter or equivalent diameter UNCL = Unclassified Pipe CMP = CorruKated Metal Pipe RCP = Reinforced Concrete Pipe LCP = Arch or Elliptical Low Clearance Pipe SARC = Steel Arch Pipe lu 0 * * * y O �, .-. *EE O O r. • - C V * Y 41 ri .i * r--I .-1 Q t_) O1 L m 10 '- • �+1 00 i-.J-D, -9 /+1 _ U O - a, ti ^p L N Dimensions Skew r' L S 1 71 v '' a, N Kind a °�° > a m Apron ry s .a O ^ " rv + ° ' V o r o o Flow Line Dike Class D 0 0 et o �e O /1 l7 O L V V V 1-!, + N ++ -0 Y Y Y "' v E LL 2 u: = LL w LL ar u_ 01 d_ G, u_ v Lin. Ft. Ahead a L u Lo V m Location Type n Of v ., c m No. o w 0. 7 " a T c a a Elevations 20 0 $ m a �m �m E '� Pipe t a m " ,- L .2 " w -- " a' c " n a N Degrees . a L �0.0 m 'N Q Q H -.CO V M. _..--._ K 1O w a Rt. o Total Extensions Location Top Type (A) (B) (A+B) ACRE IN LF FT FT IN 1 OUT No. No. No. No. No. No. Typed No. Type FT Lt. 1 Rt. j Other 1 Other Lt. 1 Rt. Lt. 1 Rt. Lt. 1 Rt. Lt. Station Elevation CY CY CY CY CY 2 Type 1 723.40 30+253069.5 1301 18, RCP 60 C 2.0 1 1, 1 C 1 1 Type_3 720.20- 741.40 Exist. 36.8 33.2, 60 0.0 1 I 50.0 30 Deg. Elbow _ Rt. 27.1'' i _ , Location is - End of Apron_ _ Remove and Reinst. Apron 36+18.0 1101 24 RCP 120 C 1.5 1 1 __ _ _ Type 1 __ 731.10 731.90 _ 89.0 43.6 ___ 22' (Le 39+10.20 1101 24 RCP 45 C 3.2 1 1 Type 1 745.10 745.70 29_3 27.8 41 0.0 Locations are End of Aprons 44+52.8 1101 24 RCP _20 C 0.5,. 1 1 Type 1 732.80 734.10, 17.7 14.5 Rt. 44+70.0 735.10' M 10.0 50+30.0 - 1301 18 RCP 6 C 0.5 1 1. C-3 1 Type 3 726.30 Exist. 8.4 Remove 4' of Rt. 16.4 -- -- _.._.- . _. ______ ..._ _...... CMP, Place C-3 Con., ------- - - - -_..._._.... - - 33 Deg. Elbow Location is ;End of Apron 51+17.4 1301- 18 RCP 27 C 0.5 1 1 C-4 1 Type 3 723.80 Exist. _ 'Remove 4' of Rt. 19.2' CMP, Place C-4 Con,, 6 Deg. Elbow -- Location is End of Apron 54+23.7 1101 24 RCP 18 C 0.5 1 1, Type 1 717.10 717.40 15.6 14.6 16 nlet) 62+79.5, --1101 18 RCP 60 C' 2.5 1 1 Type 1 678.50 681.201 _ 46.3 25.8 Locations are Rt. 47.1' �___ __ - _ End of Aprons let) 63+56.0, Rt. 44.4'1 1 -i-- 1_ _ L_ 1I 66+67.83 1301 24 RCP 77 C 2.0 1 C-3 Type 3 Exist. 670.20 37.2 45.5 64 Remove 4' of _.. . ---. ._.--- ---- __--__ -__. ------... '--- CMP, Place C-3 Con., - End of Apron - = 66+25.0, , I . Rt. 16.8' per} -?-' 6 1 >v - J c_) C7 N ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.6 12/5/2014 7:52:31 AM durbahnm L:\work\project\6027694/\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 108-9A 108-16 04-20-10 10-19-10 OLane(s) to which the HIGH TENSION CABLE GUARDRAIL COMBINED CONCRETE SIDEWALK AND RETAINING WALL installation is adjacent. Refer to BA-351. Location Dimensions Bid Items See MI-221 Protection Location Retaining Wall Sidewalk Concrete Direction Offset Approach Obstacle Trailing Length End Remarks Porous Reinforcing No. of O 1 Station Side D C C g Anchor Height, H Thickness Width, W Thickness Retaining Sidewalk & ° ° CO ' Backfill Steel (C+C+C ) Type g Wall Footing Traffic ° ° i Station to Station Side FT FT FT FT FT No. _ FT FT FT FT CY CY CY LB 1 EB 911+02.30 Out 12.0 360.0 77.3 0.0 437.3 2 Install HTC Guardrail along edge 18+54.75 18+60.00 Rt A 3.5 to 2.1 0.5 13.0 0.5 0.1 1.3 0.1 27. of shoulder. 18+60.00 19+05.00 Rt A 2.1 to 2.5 0.5 13.0 0.5 1.9 11.3 1.1 263 2 WB 917+19.50 Out 12.0 113.9 132.4 0.0 246.3 1 Install HTC Guardrail along edge 19+05.00 19+11.75 Rt A 2.5 to 0.5 0.5 13.0 0.5 0.2 1.7 0.2 34 of shoulder. 3 WB 917+69.50 Out 12.0 50.0 0.0 0.0 50.0 1 Special Anchor Section. Connect to 64+62.13 64+74.13 Lt A 0.5 to 3 0.5 13.0 0.5 0.4 3.0 0.3 62 Existing Barrier. 64+74.13 64+97.13 Lt A 3 to 2.5 0.5 13.0 0.5 1.2 5.8 0.6 142 64+97.13 65+07.13 Lt A 2.5 to 0.5 0.5 13.0 0.5 0.3 2.5 0.2 50 Totals 4.1 25.5 2.5 577 102-3 108-13A 10-15-13 08-01-08 ACCESS POINTS AND SAFETY RAMPS SAFETY CLOSURES Refer to Section 2518 of the Standard Specifications Refer to Cross-Sections Closure Type Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. Station Road Qty. (Hazard Qty. Remarks 0 Refer to MI-210 TRAILDUB ©Refer to EW-501. 8+83.60 1 ©Refer to EW-501 or EW-502. 10+73.00 1 *Predetermined for access point not constructed with this project. - 26+68.90 1 Location Type Length of Opening Q O Driveway Surface Q O 2 Pipe Culvert 27+27.800 1 Area Driveway 28+07.80 1 ? , A B, C, 1X 3 W PR SR Aprons Surfacing 28+98.50 1 -"L - Case Dropped Dropped O O Pipe Material Remarks 33+65.00 1 T.� Station Side Safety Ramp, N Size Lt. Rt. HMA PCC 36+98.00 1 _ "�___ Curb Curb Length or Predetermined* 39+79.40 1 "� rt TRAILDUB 1 or 2 LF LF FT FT FT FT IN LF LF LF No. SY SY TON 40+56.50 1 _� tri 50+46.50 1 1 F-- 1 63+07.13 Rt C 24.0 15.0 57.449 See Tabulation 104_3 on ---- - _ 50+77.80 1 _ ' C-Sheets for Pipe Culvert 54+73.30 1 1 '- -" �-+. Details. -- 54+98.50 i - -I--- --�..- 67+14.20 2 --- ----t - d �- -_ BJV CONN ---.. I ._ ._._#.. _..- - -----c- 2+65.60 1 I BUTLERCONN i 100+20.00 ! 1 I 101+72.00 ; 1 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 ELW4: Edge Line Right (White) @ 1.00 ELY4: Edge Line Left (Yellow) @ 1.00 CLW6: Crosswalk Line (White) @ 3.00 Location Length by Line Type Unfactored] Road ID Station to Station Dir. of Marking Type Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 CLW6 Remarks Travel L [ C 1 R STA STA STA _ STA _ STA STA _ STA STA STA STA STA STA STA STA _ STA _ Dubuque St. I 9+83.00 10+70.00 NB Waterborne/Solvent Paint x 0.87 16+69.00 18+20.00 NB Waterborne/Solvent Paint x 1.51 26+63.10 27+27.80 SB Waterborne/Solvent Paint x 0.65 See Note (1) 28+07.80 28+98.90 NB Waterborne/Solvent Paint x 0.91 See Note (1) 39+77.70 40+60.00 NB Waterborne/Solvent Paint x 0.82 See Note (1) Waterborne/Solvent Paint 2.38 2.38 Bid Quantity: Painted Pavement Markings, Waterborne or Solvent-Based 38.08 Note (1): Continental Crosswalk = 3' wide bars w/ 3' wide spaces @ 15 Factor. ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C*7 12/23/2014 7:41:25 PM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 110-1 110-2 04-16-13 04-16-13 REMOVAL OF PAVEMENT REMOVAL OF EXISTING STRUCTURES Refer to Tabulation 102-5 Location I Description I Remarks * Not a Bid Item Sta. 8+89.5, 4.07' Rt. Pedestrian crosswalk button pole footing To become property of the Contractor Begin End Side Pavement Area Saw Cut* Remarks Station Station Type 110-5 SY LF 08-01-08 que St. Trail 8+79.60 8+88.80 Both - 4.5 22.0 SIDEWALK REMOVAL 50+45.50 50+45.70 Both J 3.9 20.3 Begin End Area 50+78.10 50+78.40 Both _ 3.9 19.6 Station Station Remarks 54+72.50 54+74.10 Both 3.9 19.1 SY 54+97.80 54+99.30 Both 3.9 19.1 que St. Trail 67+16.20 67+19.60 Lt 2.9 16.2 9+08.40 10+77.40 169.2 _...__..__ 67+08.30 67+19.60 16.6 I-80 915+50.91 916+26.38 Median 12" PCC 221.4 204.0 lie Connector 2+06.10 2+69.20 60.9 lle Connector _ 2+58.60 2+69.60 Both ' 4.8 , 24.0 113-1 04-16-13 112-4 10-21-14 SIDEWALKS CURBS AND RAISED ISLANDS See MI-220 and S Sheets Refer to PV-20, PV-102, and 6000s Detail Series. TBack or Curb Face of Side"eta()Bid Item .t___{�_ •,- .__Q__._*1 Island Inter�ior Curb and Gutter Point No. Station Offset Area l'J Curb T e Gutter Width Length()- RemarksSSY YP FT LF --' �"Dubuque St -1 8+83.50 6" Standard PCC 2.0 16.2 2.5' Curb and Gutter --- _ . 2 50+46.47 6" Standard PCC ' 2.0 14.0 2.5' Curb and Gutter 3 50+77.83 6" Standard PCC 2.0 14.0 2.5' Curb and Gutter 4" PCC 6" PCC PCC Detectable 4 54+73.30 6" Standard PCC 2.0 14.0 2.5' Curb and Gutter Road Identification Station to Station Side (2) (2) 0 Sidewalk Sidewalk Sidewalk Warnings Remarks 5 54+98.54 6" Standard PCC 2.0 14.0 2.5' Curb and Gutter 6 67+16.16 6" Standard PCC 2.0 10.4 2.5' Curb and Gutter FT FT % SY ____SY _ SY SF _ _ Dubuque St. Trail B'Jaysvill 8+83.50 18+54.75 10.00 1133.6 34 7 2+65.62 6" Standard PCC 2.0 17.3 2.5' Curb and Gutter 19+11.75 26+69.23 10.00 841.6 30 27+27.65 28+07.79 10.00 89.0 40 28+98.48 33+87.25 10.00 543.1 20 36+78.47 39+79.48 10.00 334.5 20 190-61 40+56.52 50+46.47 10.00 1100.7 44 '. C- Modified 50+77.83 54+73.30 10.00 439.4 40 i 54+98.54 64+62.13 10.00 1070.7 20 --- EXISTING SIGNS TO BE REINSTALLED 65+07.13 67+14.25 10.00 239.9 24 6 e [_ � 1,�*- SQUARE WOOD POSTS INSTALLATION B'Jaysville Conn. NUMBER SEE SIGNING ------------- ---=-SIGN DESCRIPTION- OWNER LOCATION STATION TUBE STEEL 2+05.14 2+65.62 10.00 74.1 27 OF POSTS 4" x 4" 4" x 6" NOTES L�� POSTS TYPE DIM X' - -, 1 -_ LF LF Butler House Conn. �' TRAILDUB 100+20.00 101+14.65 10.00 116.3 ' No Parking Anytime City * 11+78 1.0 1.0 3 T Route Direction Markers IADOT 15+90 1.0 1.0 10 `""' No Parking Anytime City * 16+07 1.0 1.0 5 �• Route Destination Sign IADOT 19+13 2.0 1.0 37 190-62 Route Denation Sign IADOT 48+12 2.0 1.0 23 Modified No Tractor Trailers City * 50+87 1.0 1.0 6 No Parking Anytime City * 55+06 1.0 1.0 6 EXISTING SIGNS TO BE REMOVED Stop Sign City * 67+03 1.0 1.0 14 SUPPORT * City owned signs TYPE 'A' TYPE 'B' REMOVE & REINSTALL CONCRETE STRUCTURE are not a bid Item SIGN SIGN EXISTING SIGNS SIGN NUMBER OR LOCATION FOUNDATION & APPLICABLE OWNER ASSEMBLY ASSEMBLY SIGNING REMARKS DESCRIPTION STATION TYPE 'A' TYPE 'B' FOUNDATION RA RR RR RR RF RS NOTES EACH EACH EACH EACH EACH EACH TRAILDUB No Parking Anytime 10+97.23 City * 1 Reuse Steel Post Route Dir. Markers 14+80.14 IADOT 1 Reuse Wood Post No Parking Anytime 16+66.07 City * 1 Reuse Steel Post Route Dest. Sign 19+12.56 IADOT 1.0 Reuse Wood Posts Route Dest. Sign 48+11.93 IADOT 1.0 Reuse Wood Posts No Tractor Trailers 50+85.11 City * 1 Reuse Steel Post No Parking Anytime 55+04.19 City * 1 Reuse Steel Post Stop Sign 67+03.60 City * 1 Reuse Wood Post * City owned signs are not a bid Item ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.8 12/5/2014 7:52:31 AM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulations.xlsm 110-17 04-15-14 CLEARING AND GRUBBING Location Trees, Stumps, and Logs and Down Timber Material Diameters All Other Materials Estimated Quantities Station to Station or Herbicide Milepost to Milepost Direction Work and Material Type Units Area Remarks P P of Travel 3"-6" >6"-9" >9"-12" >12"-15" >15"-18" >18"-24" >24"-30" >30"-36" >36"-42" >42"-48" >48"-60" >60"-72" >72 Length Width Application or Description FT FT Units Acres Each TRAILDUB 11+18.7 North Trees - Clearing and Grubbing 1 _- �_ 1.6 11+55.7 South Trees - Clearing and Grubbing 1 I _ 1.6 13+72.8 North Trees - Clearing and Grubbing 1 i + 1.6 14+07.9 North Trees - Clearing and Grubbing 1 I 4 _ _ _1.6 16+01.4 North Trees - Clearing and Grubbing 1 j _ 1.6 16+19.4 North Trees - Clearing and Grubbing 1 I i 1.6 16+45.2 South Trees - Clearing and Grubbing 4 1 6.4 18+12.2 South Trees - Clearing and Grubbing 1 I 1.6 18+68.0 South Trees - Clearing and Grubbing 7 11.2 23+58.9 North Field Fence - Clearing _ 8.0 0.5 23+58.9 North Brush - Clearing i 10.0 10.0_ 0.8 25+50.8 North _Trees - Clearing and Grubbing 1 13.5 25+50.8 North Brush - Clearing - 30.0 30.0 7.2 ; 32+36.6 South Trees - Clearing and Grubbing I 1 _ 50.0 r_ 33+76.9 South Trees - Clearing and Grubbing 1 9.4 • . 34+01.8 South Trees - Clearing and Grubbing 1 ! ! 22 0 1 c_ 34+03.5 South Trees - Clearing and Grubbing 1 _ 29.0 C,- 36+75.0 North Trees - Clearing and Grubbing 1 5 rt 48.6 > d"os- 37+23.7 North Trees - Clearing and Grubbing i 2 1 1 i 39.2 rt c 3'"� _._....� 37+34.6 North Trees - Clearing and Grubbing L 1 __ 80.0 _ 37+59.5 North Trees - Clearing and Grubbing 1 , T 120.0 �� rn 40+94.6 South Trees Clearing and Grubbing 1 22.0 -,i.� 41+26.0 South Trees - Clearing and Grubbing 1 . 13.5 _ 1 - -O 45+26.3 - 50+36.0 South Field Fence - Clearing 513.0 30.8 --1.�`- 45+60.6 North Trees - Clearing and Grubbing f 1 I 1 38.4 v A 45+94.0 South Trees - Clearing and Grubbing 1 1 1 I 1 1 1 70.0 ty 47+94.0 South Trees - Clearing and Grubbing 1 1 1 1 I 38.4 } 48+81.2 South Trees - Clearing and Grubbing 4 37.6 49+50.0 - 50+34.0 North Brush - Clearing , 84.0 40.0 26.9 55+83.8 North Trees - Clearing and Grubbing 1 3.9 1 56+08.8 North Brush - Clearing 15.0 5.0 0.6 56+65.6 North Brush - Clearing 15.0 5.0 0.6 57+48.2 North Trees - Clearing and Grubbing 1 13.5 56+75.0 - 62+00.0 North Field Fence - Clearing -. i ------ _- 325.0 19.5 59+40.4 North Trees - Clearing and Grubbing 1 1 1 22.0 60+00.0 - 67+05.0 North By Acre i I _ ' ! ij 0,8 j 104-5C 04-17-12 LIST OF SUBDRAIN WORK Refer to Standard Road Plans RF-3, RF-5, RF-14, RF-19A, RF-198, RF-19C, RF-19E and RF-19F * Not a bid item Location Pipe Aprons Outlets Connected Pipe Trench Granular Porous Class "A" Type of Concrete C.M.P., Dia. Length RF-3 RF-5 RF-19E RF-19F Joints (RF-14)* Drain Material Backfill* Stone* Crushed Remarks No. Station to Station C.M.P. Coated, or Installation _ Plastic Blanket IN LF No. No. No. Type 1 No. Type - LF CY CY CY TRAILDUB 1 29+75.00 30+25.00 Longitudinal Plastic 6.0 50 1 50.0 3.7 2 29+93.60 30+25.70 Longitudinal Plastic 6.0 120 2 130.0 8.9 3 31+18.40 Longitudinal Plastic 6.0 0 2 Replace outlets to drain 4 61+00.00 62+90.00 Longitudinal Plastic 4.0 196 196.0 12.1 RF-19C Outlet 5 63+30.00 64+57.00 Longitudinal Plastic 4.0 130 130.0 8.0 RF-19C Outlet 6 65+10.00 66+52.00 Longitudinal Plastic 4.0 135 1 135.0 8.3 232-10 232-9 10-21-14 Modified EMERALD ASH BORER THREATENED/ENDANGERED BATS Dispose of all wood material generated as a result of clearing Cut down all trees included in Clearing and Grubbing after and/or grubbing according to the Iowa Department of Agriculture September 30 and before April 1. These trees may be inhabited by and Land Stewardship's Emerald Ash Borer (EAB) Quarantine Order. State and Federal listed threatened/endangered bat species. For more information refer to Removing a tree between April 1 and September 30 being used by a http://www.iowatreepests.com/eab_regulations.html. listed bat constitutes a "taking" of a protected species, which is punishable by law. ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.9 12/5/2014 7:52:31 AM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet Tabulations.xlsm 110-12A 110-12A 04-16-13 04-16-13 POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This Base Pollution Prevention Plan (PPP) includes information on Roles and Responsibilities, Project Site Description, Controls, 2. OTHER CONTROLS Maintenance Procedures, Inspection Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and storage, and use. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and source of potential pollution as defined in this PPP. paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 404 permit. I. ROLES AND RESPONSIBILITES 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the A. Designer: storm drain system and waters of the state. 1. Prepares Base PPP included in the project plan. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. Provide directions to truck drivers where designated washout facilities are located. 3. Signature authority on the Base PPP and NOI. 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from B. Contractor/Subcontractor: wash water. 1. Affected contractors/subcontractors are co-permittees with the IDOT and will sign a certification statement adhering to the 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all requirements of the NPDES permit and this PPP plan. All co-permittees are legally required under the Clean Water Act and the environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 9) Litter Management - Ensure employees properly dispose of litter. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 3. APPROVED STATE OR LOCAL PLANS 3. Install and maintain appropriate controls. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 4. Supervise and implement good housekeeping practices. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 5. Conduct joint required inspections of the site with inspection staff. the time. 6. Signature authority on Co-Permittee Certification Statements and storm water inspection reports. C. RCE/Inspector: IV. MAINTENANCE PROCEDURES 1. Update PPP whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including discharge of pollutants from the project, cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their 2. Maintain an up-to-date list that identifies contractors and subcontractors as co-permittees. capacity. 3. Make these plans available to the DNR upon their request. 4. Conduct joint required inspections of the site with the contractor/subcontractor. V. INSPECTION REQUIREMENTS 5. Complete an inspection report after each inspection. A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). water monitoring inspections will include: 1. Date of the inspection. II. PROJECT SITE DESCRIPTION 2. Summary of the scope of the inspection. A. This Pollution Prevention Plan (PPP) is for the construction of Dubuque Street Shared Use Path. 3. Name and qualifications of the personnel making the inspection. B. This PPP covers approximately 58 acres with an estimated 5.31 acres being disturbed. The portion 4. Rainfall amount. of the PPP covered by this contract has 5.31 acres disturbed. 5. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. C. The PPP is located in an area of one soil association (Fayette 6. Major observations related to the implementation of the PPP. ). The estimated average SCS runoff curve number for this PPP after completion will be 60. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 1. Drainage patterns - Plan and Profile sheets and Situation plans. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all 2. Proposed Slopes - Cross Sections. actions within 3 calendar days of the inspection. 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls - Tabulations on C sheets. VI. NON-STORM WATER DISCHARGES 5. Locations of Non-structural Controls - Tabulations on C sheets. This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from 6._Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. 7.'0T-face Waters (including wetlands) - Plan and Profile sheets. 8. Locations where storm water is discharged - Plan and Profile sheets. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION E. The'-base-site Map is amended by contract modifications and progress payments of completed erosion control work. Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. f. Runoff from this work will flow into the Iowa River. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. p11114. CONTROLS y: . The contractor`s work plan and sequence of operations specified in Article 2602.03 for accomplishment of storm water controls VIII. DEFINITIONS sho&ta clearrrOescribe the intended sequence of major activities and for each activity define the control measure and the timing A. Base PPP - Initial Pollution Prevention Plan. during the-'co)f'Struction process that the measure will be implemented. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and fieldbook entries made by the inspector. Preserve Jeptation in areas not needed for construction. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and item postings. C. Section 2641and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or Actu31:quanfities used may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by minimize contaminants from other types of waste or materials. contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm tong ctor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will water documents. be paw for according to Article 1109.03 paragraph B. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased. 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity is not planned to occur in a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching within 14 days. Other stabilizing methods shall be used outside the seeding time period. 4) Stabilization measures to be used for this project are located in the Estimated Project Quantities (100-1A) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional items may be found in the Inspector's Daily Reports (IDR) or Contract Modifications. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. 2) Structural items to be used for this project are located in the Estimated Project Quantities (100-1A) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on the B sheets of the plan or are referenced in the Standard Road Plans Tabulation. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the Clean Water Act. ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER C.10 12/5/2014 7:52.31 AM durbahnm L:\work\project\60276947\400_Technical\421_Quant&Cost-Est\C-Sheet_Tabulatlons.xlsm 177 EAST LUCAS TWP.- @ CL R �ARCOSTER, �/ •T DI PI Sta 16+57.02 / / C3 T-79N R-6W P * /�/C PI Sta 10+92 = �HO A = 11° 05' 08.10" (LT) PARKVIEW EVANGELICAL SEC. 4 , 44:44rfirrOF ° �.14 ( T = 11.65 / FREE CHURCH %� O 15 50'f PI Sta +44.32 L = 23.22 ,`1 oP ♦� 1i4• ��� A = 20° 4' 56.46" (RT) R = 120.00 t PI Sta 9+49.44 +4 ♦ _ / LEGEND A = 46° 33' 19 . T w Q / 10IPoss."- T �� .; , T = 21. 3 E = 0.56 = 43.02 , / Q L = 4 41 Ol REMOVE L = o l• ti � mac "', GAY,GEORGE R = .'0.00 LAWRENC,JOE THOMAS . .402 DO NOT DISTURB ROW :- 100.00 ea- } o`' It 1:4 I E = 90 F Q ,e': •'GOLIS, E = 8.86 • x� ',,;::• 0 TO BE REMOVED OTHERS a i , =•'t : Q C it a „Air r ROW ® REMOVE AND R NSTALL ' ,: 3 ROW 123 INTAKE NUMB.•, SEE " -,+., "F-RItDMAN,JASON 404‘ . TAB 104-5B OR DETAILS `- E-0 1 ('t 1 • f HO 1,1 HO P-12� INTAKE N BER, SEE -- -- c -- -• -u -- - `= C3 'y0 C3 7- TAB 104 B FOR DETAIL 1 a 4- 47• ft ,, f µ" •� �' f/ �`�/ 1 ►14(411k�s s w AOKI C3� Calt4C,tlllILt ! - �.''+• <- a -InItal l Pedestrian Signal I --- -- , �� W/, Push Button 1 ��' 1 41310 I - - - �_ DUBUOUE STREET_ Ati ' - 1 0 P 201 5�- In � - - _ a `. s © 1 © ® CN O C S 8 _ ® ��, ,.,.��� � �� ••1 P 501 O UBUOUE STREET ` 18+ .43 ,';�s� • ` -+--_ r --olio `�" Reinstalls+ . c'+ - 3 � "' - . `E �'. I c�-v�ea_ �- �.i - - - - e 1 -- • 0 _ �� �a C3 t sill N „� FEZ �.� \.\ yc ;, - yh v I ®, ✓� ,i :� 1 L • s crf •.. © DUBUpUE >i� EEZ` E S-cR /�1 ® y 's, <' �p r�© r� € `�i�' a C3 a a ► STREET 2� -� SSR -gO0V / A * \ . s y ` 1: �i 2 path �J +I {� l� I i' 'f ROW O‘IC.- p s s \' -, •+:7.67 o a. 1�+ a 12' wide path 0\0° ; - i ``\• `.% "s s \_ > © oy' HO 1 WEGMAN, �i '7 r 7+08-60 O - + `�`� s s s. , ,,�. i ' e- Ae CONDOS, S l t { 1 MARCIA ROW .<+:c, .Y. w% ,\ ssy �� g'' <i: m 1 iS O CONDOS ' i HO �� / PI to 18+02• +; �' i ,--E6`� P ,� ss ce ss VIE' PI Sta 12+08.02 �� \ BRANDT J� ° n t-- k;-`• / ' y' s, to '� R EY T'OD� o u I 1 A 17 -15' 2(1?IO (LTY 1 - tes' - / T T 18.21 ...._u. SPE / ,� LHO � . 3.1 .14® TER JOE DANi ��� %� -- A ii, A = 2. ' 23.(1k5"?(R1'3s s 4 a A = 22' •8 I L - 6.20 �' = 12O.0D, - -''-` T = B. _ R = aD.vD 0 50 100 = 1.$Z CT ,.r SEE U.3 FOR PLAN VIEW L = • ,• •` s, ;? T = 22.21 _ DETAILS FROM STA. 8+83 �� L = 43.85 11 SP DOROTHY Ar TO STA. FROM 1r•- ..mow = 35e00 = 11 „_H NSON,PATRICIA MIL '+ s 4'i E = 0.99 `� = 2.1 ��I AGE CONDO S) FEET - - ! Urban Seeing 1 - VPI +54.860 I- 715 _ ati._s_695 708.63 "" tiv -- - - - VPI +28.990 - - K = 14 r l - Ely 680.75 iii - Len 100::: 20�/' ii°701.22 Ely 658,25 ! VPI +89.600 i � 655 _,Elv 67438 K = 192 ' •f - N ;VPI +75:740 K = 72 ' g66�' Len 110.00 ft �F nS ---- o - - Ely 66843 den 70.+ 0 ft xa - VPI +30.430 -.. Ell s cO 675 CO I VPI +70J40 Elv( 69 .28 I. _..... Inn 2 ' Ely 668.21 I . i 1 - __ BUJ aysvi l le Conne for -�___ VPI +87.790 3 31' 2t. Ely 664.54 .J xh --- T T- R7n -i i _Y - yti • / I SRn Pill BEGIN PROFIL A$A . a'�• Apl- -- VPI +94.970. 49 `0 - - - x6. Elv 660.52 i aq�l• 3j, x VPI +10.740 665 _ I • a521 xa .g -_. -- - - - - - - 31. VPI +37.580 xa. :MI q. ( EN 670.01 660 c! xa•g3 E,v 666.8� - VPI +04,760 }q.2 VPI60.430 ••D Elv 665.37 T___�_ VPI +46. 90' Ely 690.76 =1v 685.70 Len 75.00 ft C9q .. - MOE .: 11111111 - ( N N o Q' V' co O c7 O' (n N O -,t• co N N. c•: co V cr Ifl co N. cr O' co cn 00 (\ V- (N. N. 0 CO V' N. N. I - _-^ f in co O' cr -I ('7 f7 V' Ill CO - 111 CO O -'. N V'• in (2 cc) N N07 O' O -� (`7 I� ('7 O' In O co -+ co O in N. co O O C. -2. N ('7 Ill c0 r� W O (3 N (7 V+ (O ri CO O` (3 -I N c' v In CO CO O' (3 -. (-4 v o N cr: .2. N 4In CO n CO COCO (o CO O (o (O (D (o (o r` N r-- n9 N. f\ N. n co co co co co co co co O' o- a- O- cr a• O' o O O O O o O o CO (O CO (O CO CO Co Co CO (O Co (D (O (O CO O CO CO (O CO Co CO CO (o CO (O CO CO (D CO CO (O N. N.. 1� r� N N. N 9 --- _1 12 3 15 16 17 28 FILE NO. I ENGLISH I DESIGN TEAM /ECQM I J OHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER D•1 3:27:12 PM 11/24/2014 frankg L:\work\protect\60276947\000_CADD\001_Draft&Des\Sheets\IS0-RecTraiI-D-Shts.dsn PI Sta 23+ COLE,CHERI D / �l 1 J PI Sta 19+09.59 EAST LUCAS TWP• • = 24° 25' 2.53' (RT) ROW PI S a 29+4a•98 / 7j� iirIllo A = 14° 08' 53.24" (RT) T-79N R-6W = 25.9 _ _ 42' 10.50" 1 T 1 *� __--_-_-/ ^ T = 14.89 L 51.1• ..� • - 2.00 L = 14.89 SEC. 4 R - 120,;0 ;LE, L = 23.98 , O P-70 R = 120.00 PI Sta 20+86.90 E _ ••78 HO COLE,ED IE D R = 205.00 / - --- p E = 0.92 A = 1 1° 46' 10.81 (RT) E = 0.35 Q 4401P4/41W T = 12.37 HD PI Sta 29+10.74 Q�P� L = 24.65 COLS EODIE 0 /�RO Fo4 A = 49° 19' 29.28" (RT) G �` ,�/�R = 120.00 PI .- 22+47.70 WT = 13.77 E = 0.64 A = 48° I•' 2.59" (LT) Rp* 0 R = 25.83 • i,, / Wai/ , lLAWRENC,JOE THOMAS T = 53.57 - 3.01 / ,/ / L = 100.77 Extend �S`ub•-•-in / P-703 LEGEND E = 11.41 L- O REMOVE ROW URA DRIVE /,/ Aelt, . , �0 NOT DISTURB i R0AQ _ © Extend 18" RCP pI .70 .Q TO B - MO' I : I HERS --. _ L/ / i Q / ' /A = 46° 14' 57. 9" (RT) , ® 'OVE AND REINSTALL a i' L _ :SO4t:a62 0,v'. o0Or"- INTAKE NUMBER, SEE i __- // R = 600 a _„_ - - i ff� Extend Subdrain kc�,' zTAB 104-58 FO�nF--T < < ----- ------*•y-- ------ I I fso •'- - - - - a - E rya2 <P-123 INTAKE NUMBER, SEE - - -` - I ' , A TAB 104 58 FOR DETAILS I I I ,' t- elocated Luminaire.' UY I I o Install Pedestrian S1 nal DUBUOUE STREET = DUBUQUE STREET 1 , I i 9 i _ I 1 W/!.Push Button Allir - ; i < ate I ru Equate n: i ,�' ___-- - < L(�i S < < < < PI a•197+53• c4z=".- - P Ste 27+55.3,ea• i ,2 3• K 1 I @ 0 Install MI-221 Retaining Wall / - ' I'1 I,___ _ „I ' ' Q DUBUOUE STREET 1 DUBUOUE STREET © 11' © /`� i a - / .IJm/1 L____ I I WWII - _,,__- -ils...:V. - _ ---- © �� * rj.. I / U S. 60 • N�� AM71 C © - s�-`�7 ©, I 1 d \ i I @ PI Sta 27+8)3•90 8 /� l)ti" Instal I 18",RCP:11i ' i cc A = 84° 22' 31.80" (LT) BDODf \ © l� �,k ; ;;' T = 31.72 / EAST{ UCASP. 50 100 LT) ` -- T 0 Q3 © a - • 1,-\ \i Inital astrian Signal # L = 51.54 i ON� WA Pus 1 utton R = 35.00, T-8 R-6W SPENCER,IRO c� * (3 (3 " I,I I E = 12.2,4 SEC. 34 FEET DOROTHY A H ( Rural --� j VPI +60.000 A Urban Seeding i I S eding ( 1 I Rural...Seedln i - --- ----------- ----- � -_. �_ 9 Ely 757.42 Station Equation K = 23 .g _._. _ _. Sta.27+53.85_3a760 IIII, i Station Equation I � Len 30.00 ft EREv 745.100 SUME FILE 'Sta. 27+55.33 Ahead 9. jO00" IIIIIVPI +90.293 55 5 UP PROFILE K - 19 2�1�' EPv 743� 6 Len 100.00 ft --- +3•EIv74 . 795 -_r-- - -_- - - - T IE 73� •m iIIIll VPI +43.636 750 Ely IIII 42.90 R. ra , Imi mu 10 Al 1r..87_ - o e... Len0.00 ft 0 745 : C- VPI +419 714° • xkq. .1 n 8% Lt. o�� EIv 717.14 ■ 0 ice ! OO K = 157 �231• • RESUME PROFILE � ' II k3. til VPI +22+794 IIIII 740 7711 Len 100.00 ft pti 741.50 S -- VPI +34.860 1 VPI +48.860Ely 746.86 } ' +2500Rt. 9� , -0.5% Lt. Elv 707.65 -----I I Ely 724.68 -- Re ! O715 K = 11 K - 83Len 60.00 ft OO.Os I o� I 11 A/� E i MI i i all ::: � . 2 -- I � - H 0• 9 1.226% 111 Le t 5 _ { I , CD N N r) r) V' V' If (" •• C< If a. et a) n •• N Cr 00 ('7 N 0 ---' O o o CD N LI) -" LI7 O N L0 (D co O N V'.W. (D N 0- -" 07 I� I I Cr- v - Ln (o N co Cr o o C a• a• co. •• co •• o N v N a- r) co in •- - - o CO 0` Co r) Ln N o Cr N Ln 01 CT CO (D N N N a O .2. N r) e a) N N Q• a' O ---' N ci 'I u3 N CO a' O N r) In N Cr -' r) LI) CD CO CD (0 cc; CD N Cb ca a' O --• N N r) 4 (0 -- O 0 O " --' .--' '-" " '-''-" - •-" N N N N N N N NJ NJ CO r) r7 ('7 r) V ,1- ,I- '� V' V V' V V' LI) LI) LI) II) in Ln In LCI N N N N N N N �I� N N N N N N N N N N N _.N_ N N N N N N N N N N N N _ -MY21 G2 2_ 24 25 26 27 2 29 30 31 32 33 FILE NO. 1ENGLISH DESIGN TEAM A!COM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER D°2 I 3:27:14 PM 11/24/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-D-Shts.dsn - -- ��ir •I Ste 37+60.13 PI Ste 40+94.33 EAST LUCAS TW'. PI Sta 46+36.23 COMM S a 49+19.10 ' ,'p = 46° 50' 15.59" (RT) p = 39° 09' 53.02" (LT) T 80N R-6W 4 = 3° 39�08.42" (LT) p _ 5° 12' 50.54" (LT) © T = 71.47 T = 42.69 SEC. 33 T = 15.94 T 2P, czab ', - L ='134.88L 82.03 �-. L - 31.87 � - 45.5� / R 165.00 R = 120.00 R = 500.00 = 500.0\ ,'4 E,'= 14.8E = 7.37PISte 41+71.61 E = 0.25 i = 0.52 o00 f p = 35° 05' 12.10" (RT)�\ R 120.00,a. �►�� A ® E = 5.85 n 03 �!-���, 24' RCP 0 `�'�:=„1 `� 24 R CITICASTER9 CO t) © :4), _ ' 7 ,z1,,,r,,-4,N. 'La05• / Install 24" RCP Temporary Easement to Grade : CI + •�o Q u Shared Use Path d Q © REM 513 LF EXISTING FIELD FENCE © �� ' tiZ.v. ' * \ U INSTAL 13 LF NEW FIELD FENCE ROW � , ROB- ' >o�'° ,' \ nst, I 24" 'CP ' f:��a© •_ - C,� �-��11`" � , .,,, _,,,47.7r__> .72.111.1-1-11, _ i -........ 411KrillirAp / ,/ _ \ ,\\ k\ i 7.-----"' i _ '-> ��/ "�ifw� i DUBUOUE STREET ' _ _ - v/ i \ a edestrlaniPush Button = _ - -- �1 L -� lipp \ w/ Pedestrian Si. \ _ _ _ __ �� Q REMOVE •�: zs = / �f 5(REET a- ! 02 DO NDI- -IST'� s / �, ►� OU -o- ___- -� * '•�_T` TO BE REMOVED B THERS • _ PI Ste 39+20.13 \\ Gr, --.__�` -� • �E -� a ® REMOVE AND R NSTALL / �- - �'p# p = 60° 20' ,;38.70" (LT) \ 0 50 100 a mac) INTAKE NUM R, SEE SEE U-SHEETS FOR AST LUCA-'`1 "�� • �' �',43j TAB 104-5 FOR DETAILS MEDIAN AND MEDIAN '- LJ / BARRIER RECONSTRUCTION TA ON R-6W =gpo.00 �P L _� P-123 NUM ER, SEE SSEC. 34 E = 18.81 i , , Q,.- �\ FEET :_A___,.. _..._*„ { INTAKETAB 104-58 R DETAILS - i Rur9I Seeding KPv 257 420 __ - _ - I j Rural SeedingI , _ r . • . 7sn +2•p0o'/ 2.000z I rU Len 30.00 ft 7RD ' _ pi +75.690 NEW RAMP C TIE-IN 1 i ! 1 EIv 750.42 ..` RESUME PROF:33 = -� 75S I I t. 3 13i - VPI +64.803 C1--< I �55 ""' 2 Ely 748.53 I VPI +30.000 1 .673 - -p Fri 7sn Ely.760:52 J Ely 746.33 +0. Pa . ttfj n K = 75 \Len 300.00 ft i__ ! • 3'194i - OLD RAMP C TIE IN ( j -- c (REMOVED BY OTHERS)' ! .-.. 745 i� ` t 745 VPI +25.690_ --- EIv 750.17 - K = 27 0.500% 3 OgOi VPI +17.130 74n - Ely 734.63 I Len 100.00 ft 2.015% Lt g VPI +62.130 740. � _ � 01 ` K = y9 - - --I --- tCh Cade 2 �05i ten 100.00 ftEly, 732.90 79�i a 1 ) f Len 100.00 ft 795 _iomir 3. �� 2g� 143i 79❑ I 6i 1111Rt.131111:11'LG5:1---.41e t 730 1 i 79S II 775 f co Cr CD h Cr CO C' N 'cO N I� N -, •-• •-_, O O C f�0 I --_N co0" O N in ir) Qom' C) I. ri in C' C') N n C• •-. O •--,tt *_.- _-.. n Ln ry el O In C 07 c0 C' Q' 0' O C' N CO C7 N N (D LP Ln d' CO N •-f O - O aD NI CO LC) V• CO N - -+ O 0' a0 W N. CD In ' 4 4 4 V' CO CO CO C' c LP LP LP Lc) LP LC in LP If) LP LC) Ln LP LP LP LP (C) IL Ul IC LC! If) 'C �' V� �t V+ •ct C V- V' C C) C) ('� (`'� CI (' C) f�'� C! ('� C7 (`' (7 07 CO C' C' COj (N�" N N N N L� L1 N N N N N N N N N N N. PI I� N In N N. n L. N N. N N L� L� N Lam, N. N N. N. L� N. N N L. N. N L. n 35 5 35 37 _38 a 40 42 43 45 45 46 n N. 4 N. ^ s8 FILE NO. 1EPCLISH J DESIGN TEAM itEcom I JOHNSON COUNTY [ PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER D.3 I 1:52:03 PM 11/12/2014 frankg L:\work\protect\60276947\000_CADD\001_Draft&Des\Sheets\180-RecTrail-O-Shts.dsn PI Sta 51+10.79 PI Sta 51+56.06 PI'S a,53+35.35 � PI Sta 55+ • 5 PI Sta 56+02.23 EAST LUCAS TWP. Legend A = 24° 38' 08.7: L ) A = 24° 45' 53.19" (RT) A = 7° 8 C 29.04" (RT) p 15° 31' 8 .73" (: )A = 10° 15' 10.45" (LT) T-8 0 N R-6 W 1 Remove T = 22.93 T = 23.05 T = 156.9- ', �� T = 34.06 T = 22.43 L = 45.15 L = 45.38 L = 313.44`, • y L = 67.71 L = 44.74 SEC' 33 R = 105.00 E = 2.5000 E 5.260 06\ R = N cli. R = 250.00 2 Do not disturb C3 PI Sta 59+$1.31 Q3 To be removed by others E = 2.47 ` • � ` E = 2.3 E = 1.00 = 14° 15' 57.79" (RT) ® Remove and Reinstall `, T = 87.60 ` Q IOWA CITY WATER WORKS L = 174.29 CITY OF IOWA CITY • o o R = 700.00 o ,+ct E = 5.46 POTENTIAL INDIANA BAT EE Install 24" RCP ROOST TDIS ` © © © © © O CITY OF 101NA CITY DO NOT DISTURB +• (0 CONNECT TO _ .�►s:��'1�=--T �_.�- - p _- EXISTING TRAIL w �- -,% 1 �I��C">5°`''► _� -emsii, '�- _______ . _ ow , v, _#-_______:,, _...., : -----..„. _, O . ---o-' I__/ ©!! DUBUQUE STREET - - 4 ....V �' '`,•� vim' > / - -"- - --____ - \ , 4 >_",� ©-- Exten• 1:" • v-- -- I. - - \ P 8.01-.`� , .id\ .smp,rfole ,__. ROW - '� 0f Exten• C ROW f \ � .� -' ow y QOhi \CFO © `/Z HO Install \ P 'N , o < ` IS RCP , /� - --C3 2 JTHY,R• a D A \ ANERAD,JEFFREY ANDREW \ \ `� ....., I'I• S t4 \ \ J �,c !'� 3 LIS M .0•� ALLOW IY ` \ \\ Ho H0 50 100 l WENDRUM BLUFFS 4 ENDRU(�BLUFFS HOMES 'QOiy HOME ASSOCAITION �M ES, I • HY J FEET Rs I See4 g �_ _- - __--__I urban Seeding , U(�ban Seeding I Rural Seeding ___ T - � ... _ ► cc; VPI +37.5 0 - ► 741; C. i __ 720 Ely 697.60 Inn W> 1 ' `3- • - -- 1-' -T 73 1 )- 71S - I� 9ss• 1 Rcl RESUME PROFILE ,. ! -= C.) RESUME , - - +-- - -- - - - -- - VPI +42.130- .4.00 y VPI +99.410 �_.,. C- VPI 28.160 Elv 701.56 Elv 692.68 -,. ` 690 730 3% y Elv 728.75 7l0 ti -- 44 c. Len 100.00 ft VPI +30.410 �� TOP PROFIL `S - - - 4, I Elv 691.84 • -STOP PROFILE -- -` RESUME PROFILE VPI +62.130 I 999' + o VPI +30.970 1 000y�i. 00% VPI +59.010 VPI +12.730 e• 72c Elv 729.28 - Elv 718.97 I Elv 718.86 �LL Klv 8139.86 7D5 -4.306! EPv 681.600 685 -2.27a , 2/, Len 450.00 ft - CT' ILO W t. Cr v cr. r\ (D v N -+ cr. VPI +47.210 VPI +42.130 V. 72A +0.400% _7D0 �6 m (D 680 =Iv 726.05 u 9 Elv 705.86 00. Butler House - - --- - 37 - - K = 72 71S 100=00 ft r �4 695 Len 50.00 ft.. Connector 695 - 99 . en 9i -- ---_ - - - - - It PI 42 1 30 7in 690 Klv 5904.96 ./0i 690 III Len 100.00 f- 7n�i - _ _ - - i 685 6A5 1 680 TiI If) -, •--• CD 0' O' If cC ILP N ODo- V' N IN ',',I- Ct N-_h If) O V CO C^ 1, O' O O Cr CO (D ("0 O If) O If) CO --I C" V' If _ N Cr I� If) CO •-I CO CO I� N 1-. st (• •-I a _-a_--cc - •--i O O' O' co N co If) ' N N •--C' C) 1 O O N ' O W N N Q' o' o ' Cp o0 00 00 (D ( (0 V N --0 C7 •' cr: r' (0 Ill -4: (`')' O' C" (D -4: N: V) -1 cr 0 r co 1,,, N N N N n N N N CV N 1� --n N N (yid. N N _N r-- N N N I- N N N N N 1� N. N I. I. N N N N.O N o o N N N N COC ((0 ((DD CEO (0�c°' CT CD CD Coo (Co c• g� 0 51 52 55 56 57 8 68 60 61 62 63 68 FILE NO. ENGLISH I DESIGN TEAM AECOM I JOHNSON COUNTY ] PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER D•4 I 1:52:05 PM 11/12/2014 frankg L:\work\protect\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrall-D-Shts.dsn PI Sta 63 74.51 CITY OF IOWA CITY • I EAST LUCAS TWP. 0 = 41° 27' 4.02" (RT) r - - _ - T = 306.51 PI Ste 66+65.82 1 i T 80N R-6W Legend _ L = 586.04 p = 6° 44' 28.34" (RT) I SEC• 3 3 0 Remove co R = 810.00 T = 11.78 E = 56.05 R = 200.00 PI Sta 66+91.66 0 Do not disturb co E = 0.35W O3 To be removed by others ___, HO T13° i = 14.09 58' 26.7 CITY OF IOWAJTY ® Remove and Reinstall L = 28.05 I'`` G i R = 115.00 r E = 0.86 i I RIVER PRODUCTS COMPANY INC CONNECT 0 EXISTING TRAIL • E AL INDIAN BAT R��r —RO i ROW \ ,I ��'��. e:' TREE IP Install MI-221 Retaining d Pro e - ROW �� /_�,0 NOT DISTURB�0 a - - _ ta.-_•'_- 1 S6 C> ^�."""..'^-- �• f n 'I't � DUBUQUE STREET / ! /-7 Extend 24" Culvert r © i / � � r- r % ROW ROW ROW .7801 �� / / J r j „, -• - \ ASGOW7 JAMES P / 1 Q _ _ __ — - GLASGOW,JAMES P 4, - /INSTALL 18" RCP - - - ! ----- Z ' -"- ROW 1 _ Nrr- "- ROW 0 50 100 0 l. ROW WENDRUM BLUFFS HOMES --w "`' J I FEET ,. Seeldln I ►•_ O� ura I.�( 700 _1__..�_. _ n nr Onn V. ` 0PI- ; ©-� r -- f — �� N 680 . r- . [ { _ RAn I i VPI +42.130 = �4 l — I -- ( - Rq, Ely 694.96 6 ,• 1 PI +92.130 ARC K = 50 - EIv 683.43 I i _- Len 100.00 f. � K = 35 _ — i Len 120.00 ft Rqn i ' Rqn ''''..I - -- ------ \ -_-____jIIIIL_ 7 1 PI I - RRRi . RA5 ,90 END PROFILE I i Qp. VPI +05.552 Ely 670.39 , R7q i fi75 _ . ! __al _ . _ __ - N......._ 1 - —I0WA RIVER - RID.�E R7niiiip - ...`l.T.v_-�...... R7n VPI 671.60 31 EIv671.31 � IIIIk—'' K 18 - RAC - ARC Len ,20.00 f. i I L_ CO <r o n n 0' v CO CO CO 0" CD (. o 0 o CO r` o (D n (7 N. N r-,_. N --. cr co (o in co cr -4- N. co co Co N o o V - ____ ! i - i a- h (o 4 rr (.1 --' o' m N co (n M N o m (o a- pi I - a' D` 0- O' 0- Cr (T CO CO CO 00 Co Co CO co N.: h. n n n 0 r. I - (D CO (D CO (0 (0 (0 (0 (D (D (o (0 (D (D (D (D (D ( CD(D (o _ —_..._ -- 62 6 61 65 56 67 68 _._ 69 70 71 7Z 73 _ 74 ___ 75 76 FILE NO. ENGLISH ( DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER D.5 I 1:52:06 PM 11/12/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-D-Shts.dsn PI 895+41.62 POT 900+92.24 GPS 910+12.51, 63.26RT POINT It 111 POINT # 43 POINT It G022 SET-HINGE-NAIL FD-IRON-PIN---4"DEEP FD-REBAR-6"-DEEP XC=2173533.713, YC=620082.195 XC=2174076.154, YC=620194.995 XC=2174990.030, YC=620320.420 NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER 31.09 ft NAIL-AC-SHOULDER 29.58 ft X 26.70 ft NAIL-AC-SHOULDER NAIL-AC-SHOULDER 1 x--,. „x x_ 5.82 ft 30.87 ft j Z4 ft 38.33 ft 22.90 ft 15.95 f 29.41 ft 29.50 ft 72.12 ft NAIL-AC-SHOULDER -----x NAIL-AC-SHOULDER NAIL-15"-ASH GPS 932+86.52, 63.74 RT PT 942+21.91 POT 942+23.53 POINT # G023 POINT It 105 POINT # 42 FD-REBAR-6"-DEEP SET-IRON-PIN---6"DEEP FD-REBAR-3"-DEEP XC=2177214.720, YC=620775.320 XC=2178136.704, YC=620906.832 XC=2178138.331, YC=620906.818 NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER NAIL-AC-SHOULDER r--. NAIL-AC-SHOULDER CV 00 --i .�:._. NAIL-AC-SHOULDER 15.48 ft 27.33 ft 33.52 ft 28.49 ft 32.24 ft ! J 21.99 ft 17.54 ft __ X X ..I up 23.95 ft 25.79 ft 31.92 ft 26.92 ft 30.62 ft _ -an a �C.) NAIL-AC-SLAB \ LL f--�f \x NAIL-AC-SH DER NAI -SHOULDER wy NAIL-AC-SLAB NAIL-AC-SHOULDER NAIL-AC-SHOULDER L C3 ca DETAILS OF REFERENCE INFORMATION All References are Plumb Distances unless otherwise noted. ENGLISH IOWA DOT DESIGN TEAM AECOM J OHN SON COUNTY PROJECT NUMBER I M-0 8 0-6(3 20)2 4 4--1 3-5 2 SHEET NUMBER G. 1 7:55:14 PM 9/26/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrall-G-Shts.dsn P.N. 01 N P.N. 02 N P.N. D3 AND D4 N P.N. 05 NN P.N. D6 AND D7 N P.K. S X=2177118 910 NYI618615.510 X=2176867 800 NYI618956.530 0 4:X=2176419 380 Y 619548.310 C T R. X=2176033.460,L P.K. NAILS P.K. NY1620156.100 I 7:X 2175566.470,IYE620153.360 "X" NAILS P.K. NAIL MH. ON CONC. MEDIAN PO. PO. INTAKES TWIN ,i' "X" NAILS CDR. CDR. SUBDRAIN PO. PO. ASPHALTH ASPHALT s OULET CDR. CONC. �0 EDGE RD. EDGE OF ASPHALT e u;_J 9S, 1_J h c,2• 2p 'v q EDGE RD. •m s rh• •CO iv PED. SIGNAL '� CONC. S' >> CONC. co O • • 32 03 ;iIluIuIluI ,h 37' MEADOW RIDGE `° CO U'to m Z 1(;) 796, LANE P.N. 04 P.N. D7 P.N. D6 o Q; B.O.C. .W J z J �1 201.0' +/- �(7 �] O o U)Q BJAYSVILLE LN. a PO. ui Z m a ei 1- B.O.C. o� ccnn I-80 E.B. OFF RAMP @ DBO. ST. J 0 Q Q I P.N. D8 N P.N. D9 N m o P.N. 010 N P.N. D 11 N 12" SPIKE 12" SPIKE a 12" SPIKE P.K. NAIL X=2175806.680, Y=620392.520 X=2175645.130, Y=620644.050 X=2175235.940, Y=620951.360 X=2174990.150, Y=621252.79 �- "X" NAILS cn J COR. o o J TOP GUARD o m P.N. D3 DIRT o END °0Om RAIL POSTS m� COR. CDR. STOCK PILE J WING `"m vi 1� o ASPHALT 16 6 !2 ASPHALT 9 J FACE c=n J WALL @ @ - • C0 °D 3.7 5' EDGE RD. •• EDGE RD. POLE ti CONC. CONC. to v� Z HORIZ. 0D u) O a 10.5' DIST. •SO- o U' RAMP cr- B.L. qo' O� COR. FACE 1-80 W. ON m C i zn' U'J END w LITE o Q j' �' p� E o m WING O o J POLE '--� 4..9 ST.FACE • o WALL =m C)-‹ 1 • LITE m 1�? < .,. P.N. D 12 N P.N. 013 N P.N. D 14 N P.N. 015 N P.K. -1 16 N P.K.X=2174519 030 NYI621486.920 I X=2174182 570,NAIL Y=621780.100 FACE 217382915202" SPYK621979.410 X=2173563 970,"Y�622404.020 X=2173748106DY 62248¢3430 FACEI 36" DIA. f 500'± TO CONC. BASE "X" NAILS TREE 5" ST. LITE LT. POLE •� RIVER BRIDGE 24.95' S. ENT. v. STEPHEN 14.00' N. ENT. CTR. MH. p 12.4� TO WORKS WATER �`b ATKINS TO WATER ��� �6' 1� +1 DR. WORKS rL b,�. m o q / CONC. TRAIL I o 37.70 0• 12 ~ TO OLD 98 200'+/ APPROX. DRIVE co COR. B.O.C. cn cn HISTORIC �� o CARD FACE FACE HOUSE o TO HISTORIC HOUSE READER o o 36" DIA. 12" DIA. TREE PINE 1 P.N. 017 N 12" SPIKE X=2173719.900, Y=622774.250 RIVER BRIDGE FACE END STEEL DETAILS OF REFERENCE INFORMATION GUARD RAIL o ° All References are Plumb Distances PARK 's ENT. •SO_ unless otherwise noted. ~n 1.75' 0 m 0 ENGLISH IOWA DOT DESIGN TEAM 6 COM JOHNSON COUNTY I PROJECT NUMBER IM-080-6(320)2 44--1 3-52 SHEET NUMBER G.2 I 7:55:22 PM 9/26/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\180-RecTrail-G-Shts.dsn CIRCULAR CURVE COORDINATE 10110A CIRCULAR CURVE DATA 101 loc Modified Modified P.C. P.I. P.T.No. No. A D T L E R Station Coordinates Station Coordinates Station Coordinates BJV CONN B'Jaysville Connector 8000 2+00.000 618620.691 2177079.100 BJV CONN-1 2+38.576 618619.827 2177117.666 2+49.091 618619.592_ 2177128.179 2+58.804 618625.972 2177136.538 BJV CONN-1 38°37'59.54" LT 190°59'09.35" 10.52 20.23 1.79 30.00 8001 2+92.506 618646.419 2177163.329 BUTLERCONN Butler House Connector 300 100+00.000 622402.463 2173560.839 3U1LERCONN-1 100+38.960 622383.460 2173594.851 100+79.791 622363.545 2173630.495 101+16.489 622374.269 2173669.892 BUTLERCONN-1 44°25'14.62" LT 57017'44.81" 40.83 77.53 8.01 100.00 301 101+93.758 622394.564 2173744.447 180 Interstate 80 Centerline l CUR6 889+87.889 620075.365_ 2172980.021 895+41.622 620082.195 2173533.713 900+91.927 620194.932 2174075.849 CUR6 11002'25.40" LT 01°00'00.00" 553.73 1104.04 26.70 5729.5E CUR7 930+00.132 620787.022 2176923.143 936+13.344_ 620911.868 2177523.512 942+21.906 620906.832 2178136.704 CUR7 12°13'03.89" RT 01°00'00.00" 613.21 1221.78 32.72 5729.5E TRAILDUB Dubuque Street Trail _ 6000 8+51.000 618564.610 2177108.423 TRAILDUB-1 8+89.968 618596.782 2177086.435 8+98.346 618603.698 2177081.708 9+06.414 618612.006 2177080.625 TRAILDUB-1 26°55'23.05" RT 163°42'08.02" 8.38 16.45 0.99 35.0C TRAILDUB-2 9+06.414 618612.006 2177080.625 _ 9+49.435 618654.666 2177075.063 9+87.669 618679.963 2177040.266 TRAILDUB-2 46°33'19.47" LT 57°17'44.81" 43.02 81.26 8.86 100.0C TRAILDUB-3 9+87.669 618679.963 2177040.266 10+09.878 618693.022_ 2177022.302 10+31.518 618711.947 2177010.681 TRAILDUB-3 22°25'54.04" RT 51°09'25.01" 22.21 43.85 2.18 112.0C TRAILDUB-4 10+77.300 618750.961 2176986.725 10+92.606 618764.005 2176978.715 11+07.887 618776.166 2176969.420 TRAILDUB-4 05°50'30.14" LT 19°05'54.94" 15.31 30.59 0.39 300.0C TRAILDUB-5 11+94.915 618845.309 2176916.568 12+08.024 618855.723 2176908.608 12+21.115 618866.792 2176901.586 TRAILDUB-5 05°00'13.97" RT 19005'54.94" 13.11 26.20 0.29 300.0C TRAILDUB-6 15+22.894 619121.622 2176739.931 15+44.322 619139.716 2176728.453 15+65.303 619160.665 2176723.946 TRAILDUB-6 20°14'56.46" RT 47°44'47.34" 21.43 42.41 1.90 120.0C TRAILDUB-7 16+45.379_ 619238.950 2176707.105 16+57.024 619250.335 2176704.656 16+68.597 619261.036 2176700.064 TRAILDUB-7 11°05'08.10" LT 47°44'47.34' 11.65 23.22 0.56 120.0C TRAILDUB-8 17+84.063 619367.145 2176654.528 18+02.272 619383.877 2176647.348 18+20.204 619397.727 2176635.527 TRAILDUB-8 17°15'21.40" LT 47°44'47.34" 18.21 36.14 1.37 120.0C TRA1LDUB-9 18+94.693 619454.384 2176587.167 19+09.585 619465.711 2176577.500 _ 19+24.325 619479.057 2176570.894 _ TRAILDUB-9 14°08'53.24" RT 47°44'47.34" 14.89 29.63 0.92 120.0C TRAILDUB-10 20+74.527 619613.671 2176504.264 20+86.896 619624.757 2176498.777 20+99.178 619636.728 2176495.666 TRAILDUB-10 11°46'10.81" RT 47°44'47.34" 12.37 24.65 0.64 120.0C TRAILDUB-11 21+94.128 619728.627 2176471.790 22+47.699 619780.477 2176458.318 22+94.899 619805.065 2176410.723 TRAILDUB-11 48°06'52.59" LT 47°44'47.34" 53.57 100.77 11.42 120.0C TRAILDUB-12 22+94.899 619805.065 2176410.723 23+20.875 619816.987 2176387.644 23+46.062 619837.386 2176371.563 TRAILDUB-12 24025'42.53" RT 47°44'47.34" 25.98 51.16 2.78 120.0C TRAILDUB-13 25+83.382 620023.760 2176224.635 TRA1LDUB-14 BK 27+53.854 620158.963 2176120.810 TRAILDUB-14 AHD 27+55.331 620158.963 2176120.810 TRAILDUB-15 27+55.331 620158.963 2176120.810 27+87.053 620184.123 2176101.490 28+06.873 620167.361 2176074.557 TRAILDUB-15 84°22'31.80" LT 163042'08.02" 31.72 51.54 12.24 35.0C TRAILDUB-16 28+96.968, 620119.756 2175998.067 29+10.742 620112.478 2175986.372 29+22.794 620116.603 2175973.230 TRAILDUB-16 49°19'29.28" RT 190°59'09.35" 13.78 25.83 3.01 30.0C TRAILOUB-17 29+35.978 620120.552 2175960.651 29+47.983 620124.148 2175949.197 29+59.961 620126.382 2175937.401 TRAILDUB-17 06°42'10.50" LT 27°56'56.98" 12.01 23.98 0.35 205.0C TRAILOUB-18 30+62.241 620145.416 2175836.908 31+32.703 620158.528 2175767.677 31+95.429 620217.606L 2175729.274 TRAILDUB-18 46°14'57.29" RT 34°43'28.97" 70.46 133.19 14.42 165.0C TRAILDUB-19 36+88.663 620631.146 2175460.455 37+60.129 620691.065 2175421.504 38+23.545 620760.465 2175438.566 TRAILDUB-19 46°50'15.59" RT 34°43'28.97" 71.47 134.88 14.81 165.0C TRAILDUB-20 38+50.369_ 620786.513 2175444.970 39+20.132 620854.259 2175461.625 39+76.753 620902.252 2175410.993 TRAILDUB-20 60°20'38.70" LT 47°44'47.34" 69.76 126.38 18.81 120.00 TRAILDUB-21 40+51.646 620953.775 2175356.639 40+94.335 620983.143 2175325.657 41+33.673 620986.346 2175283.089 TRAILDUB-21 39°09'53.02" LT 47°44'47.34" 42.69 82.03 7.37 120.0C TRAILDUB-22 41+33.673 620986.346 2175283.089 41+71.608 620989.192 2175245.260 42+07.158 621013.266 2175215.942 TRAILDUB-22 35005'12.10" RT 47°44'47.34' 37.94 73.49 5.85 120.0C TRAILDUB-23 46+20.291 621275.438 2174896.654 46+36.233 621285.554 2174884.334 46+52.164 621294.865 2174871.394 TRAILDUB-23 03°39'08.42" LT 11°27'32.96" 15.94 31.87 0.25 500.0C r-. TRAILDUB-24 48+96.334 621437.479 2174673.200 49+19.101 621450.776 2174654.721 49+41.836 621462.339 2174635.109 TRAILDUB-24 05°12'50.54" LT 11°27'32.96" 22.77 45.50 0.52 500.0C ni TRAILOUB-25 50+87.859 621536.503 2174509.321 51+10.787 621548.148 2174489.571 51+33.007 621550.500 2174466.764 TRAILDUB-25 24038'08.78" LT 54°34'02.67" 22.93 45.15 2.47 105.0C .-, TRAILDUB-26 51+33.007 621550.500 2174466.764 51+56.059 621552.865 2174443.833 51+78.390 621564.617 2174424.002 TRAILDUB-26 24°45'53.19" RT 54°34'02.67" 23.05 45.38 2.50 105.0C �.. C .Q TRAILDUB-27 51+78.390 621564.617 2174424.002 53+35.346 621644.638 2174288.978 54+91.832 621741.974 2174165.849 TRAILOUB-27 07°40'29.04" RT 02°26'54.74" 156.96 313.44 5.26 2340.00 g�..i TRAILDUB-28 55+12.092 621754.539 2174149.955 55+46.154 621775.662 2174123.234 55+79.799 621803.164 2174103.139 TRAILDUB-28 15°31'01.73" RT 22°55'05.92" 34.06 67.71 2.31 250.00 t ` I� 0- .�7' TRAILDUB-29 55+79.799 621803.164 2174103.139 56+02.227 621821.273 2174089.906 56+24.535' 621836.738 2174073.662 TRAILDUB-29 10°15'10.45" LT 22°55'05.92" 22.43 44.74 1.00 250.00 6.V G.D TRAILDUB-30 58+93.706 622022.334 2173878.709 59+81.306 622082.735 2173815.263 60+67.999 622156.908 2173768.658 TRAILDUB-30 14°15'57.79" RT 08011'06.40" 87.60 174.29 5.46 700.0C t LD y-C.? }-EI; TRAILDUB-31 60+67.999 622156.908 2173768.658 63+74.508 622416.438 2173605.587 66+54.040 622718.908 2173655.180 TRAILDUB 31 41°27'14.02" RT 07°04'24.79" 306.51 586.04 56.05 810.00 �•r� TRAILDUB-32 66+54.040 622718.908 2173655.180 66+65.819 622730.532 2173657.086 66+77.571 622741.852 2173660.343 TRAILDUB-32 06°44'28.34" RT 28°38'52.40" 11.78 23.53 0.35 200.0C a 'd" TRAILDUB-33 66+77.571 622741.852 2173660.343 66+91.665 622755.396 2173664.241 67+05.619 622769.480 2173664.752 TRAILDUB-33 13°58'26.77" LT 49°49'20.70" 14.09 28.05 0.86 115.0C --1 CD 6001 67+48.399 622812.232 2173666.303 a» N ENGLISH IOWA DOT I DESIGN TEAM JLECICAAA I J OH N SON COUNTY PROJECT NUMBER I M-0 8 0-6(320)2 4 4--1 3-52 SHEET NUMBER G.3 I 7:55:23 PM 9/26/2014 frankg L:\work\protect\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrall-G-Shts.dsn - .n • -t .n: p Sta. 27+5 85 Back TRAILDUB •cation: 1(1,1 Or =Sta. 27+55.33 Ahead (TRAILDUB) a. 35+32.86 TRAILDUB 0• -Sta. 915+92.88 (I80) Q. .it‘. / BOO , I TRAILDUB 2 L\ in AIIP •• 4 O E.uatlon: .�-� `% ta. 9+1 .24 T' ' g =Sta. 2+00.00 (BJVCONN) N N _if _ � ii_iI-N— 1./ _ — - �III:Itielir�y�' - ////// arfiwimfiray OP' •"" - . !_, r 1\ \\III " TRAILDUB 1:1-1 ,\. o N a / ) iiro m «p--I L . r 0 100 200 1 1/c) a , I I \. /=� FEET ''`i .. / / CO E.uatlo+: Sta. 63 07.13 TRAILDUB) =Sta. 101+19.65 (BUTLERCONN) O to P9 to rthirmith.„‘ p TRAILDUB • REST DUBU* — * bh • TRAILDUB O o J \\ L / --'1 ,..4 , -old ,/ L 100 00 \\ '� FEET r ENGLISH IOWA DOT DESIGN TEAM A ON J O HN SON COUNTY PROJECT NUMBER I M-0 8 0-6(3 2 0)2 4 4--1 3-52 SHEET NUMBER G.4 7:55:24 PM 9/26/2014 frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrall-G-Shts.dsn 108-23A 111-01 08-01-08 04-17-12 TRAFFIC CONTROL PLAN COORDINATED OPERATIONS 1. During construction, maintain traffic on Dubuque Street at all times. During construction along Dubuque Street, outside lane closures may be needed at various times during construction. If an outside lane closure is utilized, follow TC-419. Also, a shoulder Other work in progress during the same period of time will closure on Dubuque Street from the interchange to Butler Bridge may be needed during the construction of the shared use path. Contractor is to follow TC-202 for shoulder closure. No lane closures will be allowed on Dubuque Street on dates of University Of Iowa home include the construction of the projects listed. Coordinate football games. See Tabulation 102-15 on this sheet for details. operations with those of other contractors working within the same area. 2. I-80 will remain open to traffic during construction except during the installation of the bridge beams. See these J-Sheets for Project Type of Work addiitonal information. IM-80-6(306)244--13-52 PCC PAVEMENT-GRADE AND REPLACE 3. Traffic control shall comply with Standard Road Plans shown in Tabulation 105-4. IM-080-6(278)243--13-52 TRAFFIC SIGNALS 4. Inside lane closures with Temporary Barier Rail (TBR) are proposed for I-80. See TC-418, Typical AECOM-1 and Typical 8210 in the 8-Sheets for locations and details. The inside lane closures are for the construction of the pier footing and column. IM-080-6(276)244--13-52 LIGHTING 5. To install the bridge beams over I-80, lanes will be closed no more than 45 minutes for each beam placement. The closure will be IMN-80-6(327)244--0E-52 EROSION CONTROL limited between 10:00 pm and 5:00 am on any weeknight Monday through Thursday. A minimum of 7 days advance notice is required prior to road closure and detours. The westbound and eastbound lanes will be detoured on to the ramps during beam installation. See TC-454 for IMN-80-6(308)240--0E-52 PCC PATCHING traffic control. Flaggers to control traffic at the intersections of the ramps and Dubuque Street will be required during ramp detours. IMN-000-S(575)0--0E-00 GUARDRAIL 113-2 04-16-13 PEDESTRIAN PATH CLOSURES Refer to TC-601. *Assumes 6 foot wide barricade. Closures may need to be removed and re-established. Type III Location Side Barricades* Remarks No. Sidewalk Along the North Side of B'Jaysville Lane at CL 1 Old Dubuque Street Sidewalk Along Old Dubuque Street Rt. of Sta. 10+70 RT 1 Sidewalk to Parking Lot Lt. of Sta. 67+15 LT 1 Share Use Path Across Butler Bridge, Sta. 67+40 CL 2 Note: Pedestrian Path Closures as per TC-601 are incidental to traffic control. See Tabulation 108-13 for location of Safety Closures. 102-15 08-01-08 TABULATION OF SPECIAL EVENTS Event 1 Location 1 Date Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 09/05/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 09/19/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 09/26/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 10/10/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 10/31/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA 11/14/15 Iowa Hawkeyes Home Football Game Kinneck Stadium, Iowa City, IA _ 11/21/15 un C N ENGLISH IOWA DOT DESIGN TEAM AECOM 1 JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER J .1 11/4/2014 4:17:15 PM frankg L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\7-5heet_Tabulation.xism 104-5B 04-15-14 0 Diameter or equivalent diameter STORM SEWER * Bid Item ** For SW-545 INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 3 ft length is added to each side of the Design Length to account for estimated length to center of structures. Intake/ 1 Bid* Flow Lines Location Station and Form Bottom Extension Line Utility Class Pipe Design Slope Pipe No. Offset *Type or Standard Road Plan Grade Well Length** Notes Number Access No. D' Size Length Length Profile Notes Inlet Outlet Other Sheet No. Elev. Elev. FT From To Elevation Elevation Elevation _ IN FT _ FT , 101 9+25.22, Lt. 13.2' SW-512, 24 IN. 661.60 655.60 lie In to Exist. Storm Sewer 201 : 12+01.29, Rt. 10.9' SW-512, 24 IN. 674.10 668.10 - - - �_. P-201 201 Exist. 2000 18 _ 38.1 1 32.1 ' 0.93 671.1 670.-8 Connect to Existing 301 12+86.47, Rt. 10.9' SW-512, 24 IN. 678.00 672.00 _ Tie In To Exist. - __Intake. Storm Sewer - 401 12+84.61, Lt. 0.56' - 678.71 Remove Grate and -_._ Install SW-602, -- Type 'E' Casting Exist. FG = 677.75 - - -- - 501 14+41.87, Rt. 4.40' 685.43 Remove Grate and P-501 Exist.A-pron, 2000 24 ' 164.7 164.7 5.04 690 681.7 Remove and Reinstall Install SW 602, - T- Exist. 24" RCP Apron :Type 'E' Casting - to Sta. 16+33, Lt. 22.0' Exist. FG = 684.23 601 20+00.00, Rt. 10.5' SW 512, 24 IN. 710.10 704.10 E P-601 601 Apron 2000 18 30.3 27.3 9.82 706.94 704.26 Install 18" RCP Apron . at Sta. 20+00.0, Lt. 23.8' 701 915+85.4, Rt. 78.4' SW-402 735.80 729.75 Wall Width: 42" x 42" P-701 701 Apron 2000 24 16.9 144.8 0.69 730.05 729.55 Install 24" RCP Apron 702 916+14.3, Rt. 0.0' SW-402 738.74 730.00 Top of Manhole to Match - - p at Sta.915+62.4, Top of Barrier Rail Rt. 87.4' Wall Width: 42" x 42" P-702 702 701 3000 24 84.5 80.0 0.81 730.8 730.15 _ Trenchless (Jacked Pipe) -- ---- P-703 Apron 701 2000 24 121.4 119.2 0.67 730.95 730.15 ! Install 24" RCP Apron 801 62+92.5, Lt. 17.7' SW 512, 24 IN. 691.5 687.5 - - at Sta. 917+12.8, _ Rt. 84.9 -- P-801 801 Apron 2000 18 59.4 56.4 13.3 _ 688.7 681.2 Install 18-'RCP Aprpn 901 64+56.9, Lt. 10.0 SW-512, 24 IN. 684.6 680.6 --- _ P-901 901 Apron 2000 18 42.9 39.9 13.28 680.8 675.5 Ir151 1&-RCP ron at-Sta. 64+56.9, �.q =Rt. 37 fi0. - .►.' N r - .__.- ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER M.1 7/31/2014 5:11:09 PM frankg L:\work\project\60276947\000_CADD\001_0raft&Des\Sheets\M-Sheetsm01.x1sm /� 1. ALL CONDUIT TO BE HDPE SDR11. / 2. CONDUIT (PUSHED) TO BE INSTALLED / WITHOUT DISTURBING PAVEMENT. / / / / ___-- 3. CONNECTION TO EXISTING HANDHOLE AND / / CONTROLLER CABINET SHALL BE INCLUDED IN PRICE BID. / / 4. PEDESTAL POLE IN ACCORDANCE WITH SUDAS DETAIL 8010.106 /5. CONTRACTOR TO CONNECT CABLES TO EXISTING CONTROLLER AND / / PROVIDE AN OPERATIONAL SYSTEM. / / 2" CONDUIT DIVISION III 6. SEE TAB. 108-2 FOR DIVISION III CONDUIT QUANTITIES ON SHEET / / V.31. / / —__ _ — _ / // V� �� / / / / / / E1 — — — E1 / — EI — — — — — — — — r �` / pt. / I 11/ I / I / I ,/ I 1 III D I INSTALL PEDESTAL POI_Et WITH PEDESTRIAN SIGNAL 2 CONDUIT HEAD AND PEDESTRIAN/PUSH BUTTON. LOCATE 2 5c PEDHEAD 2" CONDUIT (PUSHED) EDGE OF POLE 12' FROM EDGE OF RAMP PAVEMENT 2 5c PED BUTTON DIVISION III AND 2' FROM EDGE 'OF RECREATIONAL 'RAIL. 1 Ic#10 (TRACER) 94 INSTALL R1O 3b SIGN 1 1c#6 (GROUND) CV / 2" CONDUIT (PUSHED) r:'. / I I iE 1 5c PEDHEAD " '1 Q � ' o I / 1 1 Sc PED BUTTON �v°'� = LLl u ' 1 1c#1O (TRACER) { 1 -•—~r N I / I 1 1 lc#6 (GROUND) tL� V I w~ I 2" CONDUIT (PUSHED) 1 I / 3 5c PEDHEAD 4— — U. •;k- — .�� ~ 3 5c PED BUTTON 4 * — Ty,- (-3 I I 1 1c#10 (TRACER) _ C _/__ _ __ 1 1c#6 (GROUND)_ I O EXISTING CO/JTROL CABINET/ — E3 _ INSTALL PEDESTAL POLE WITH PEDESTRIAN SIGNAL cam+ l' _ I� • HEAD AND PEDESTRIAN PUSH BUTTON. LOCATE EDGE OF POLE El — — — — 0 Cl EXISTING HANDHOLE/ I _ —` _� — — 12' FROM EDGE OF RAMP PAVEMENT AND 2' FROM r rN— '1 2" CONDUIT EDGE OF RECREATIONAL TRAIL. / ` r DIVISION III INSTALL RIO 3b SIGN _ — — — — E1 — — — — — a_ _ 'i El — — / ®�� — O / W — 2" CONDUIT (PUSHED) El — 2"--CONDUIT DIVISION', III 4 5/c PEDHEAD 11` 4,; PED BUTTON m 1�Yc#10 (TRACER) INSTALL PEDESTAL POLE WITH PEDESTRIAN SIGNAL I \ HEAD AND PEDESTRIAN PUSH BUTTON. LOCATE POLE 1 lc#6 (GROUND) I I I 2' FROM EDGE OF RAMP PAVEMENT AND 2' FROM :DGE OF RECREATIONAL TRAIL. I I I STALL R10-3b SIGN I I 3-› EXISTING SIGNALS INSTALLED BY IOWA I PROPOSED SIGNAL LAYOUT DOT SIGNALIZATION PROJECT I PROPOSED SIGNALS 1 I SOUTH RAMP TERMINAL OF \ I I INTERCHANGE OF I -80 AND EXISTING CONDUIT I I 20 40 DUBUQUE STREET N PROPOSED CONDUIT I `1 I I FEET ENGLISH I IOWA DOT I DESIGN TEAM AECOM I JOHNSON COUNTY 1 PROJECT NUMBER IM-080-6(320)244--1 3-52 SHEET NUMBER N.1 11:27:33 AM12/23/2O14 durbahnm L:\work\project\60276947\OOO_CADD\OO1_Draft&Des\Sheets\180-RecTrall-N-Shts.dsn 1. ALL CONDUIT TO BE HOPE SDR 11. 2. CONDUIT (PUSHED) TO BE INSTALLED WITHOUT DISTURBING PAVEMENT. 3. CONNECTION TO EXISTING HANOHOLE AND CONTROLLER CABINET SHALL BE INCLUDED (N PRICE BID. 4. PEDESTAL POLE IN ACCORDANCE WITH S A$ DETAIL 8010.106 2" CONDUIT INSTALL PEDESTAL POLE WITH PEDESTRIAN SIGNAL 5. CONTRACTOR TO CONNECT CABLES TO EXJ''STING CONTROLLER AND DIVISION III HEAD AND PEDESTRIAN PUSH BUTTON. LOCATE EDGE OF PROVIDE AN OPERATIONAL SYSTEM. POLE 12' FROM EDGE OF RAMP PAVEMENT AND 2' FROM _ EDGE OF RECREATIONAL TRAIL. ', 6. SEE TAB. 108-2 FOR CONDUIT OUAN,YITIES ON SHEET 2" CONDUIT (PUSHED) INSTALL R10 3b SIGN V.31. 1 5c PEOH AD • l Niiiiihoimm 1 5c PED :UTTON 1 1c*lp (TRACER) 1 lc GROUND) O CS% 41111O -$- E1 — — — — — — — — — — INSTALL PEI 'OLE WITH PEDESTR 2' CONDUIT HEAD AND PEDESTR . BUTTON. LOCATE _ 2 5c PEDHEAD . EDGE OF POLE 12' FROM EDGE OF RA'' NT C7 G ' 2 5c PED BUTTON 1 lc#10 (TRACER) C :....., AND 2' FROM EDGE OF RECREATIONAL TRAIL. , \ ► lc#6 (GROUND) ,C)% INSTALL R10-3b SIGN N. • N. SIG,„ N. E======] \ - - O .777 ON 1I I7l -13 a SIGN — _ _ _ E2 E3 E2 — 1 _ - E. / _ El _ - _ / _ El — / / EXISTING SIGNALS INSTALLED BY IOWA / / �\ PROPOSED S IGNAL LAYOUT DOT SIGNALIZATION PROJECT - PROPOSED SIGNALS4 NORTH RAMP TERMINAL OF EXISTING CONDUIT INTERCHANGE OF I-80 AND 20 40 - PROPOSED CONDUIT FEET AECOM ' IOWA DOT I DESIGN TEAM I JOHNSON COUNTY { PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER N.2 I _ 11:27:34 AM12/23/2014 durbahnm L:\work\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrall-N-Shts.dsn BORING LOG NO. B-1 Page 1 of BORING LOG NO. B-1 Page 2 0'2 BORING LOG NO. B-2 Page 1 of 2 PROJECT: Dubuque StreetA.8O CLIENT:AECOM Technical Services,Inc. PROJECT: Dubuque Streett1-0 I CUENT:AECOM Technical Services,Inc. PROJECT: Dubuque Street/1.80 CUENT:AECOM Technical Services,Inc. Pedestrian Bridge Waterloo,Iowa _ Pedestrian Bridge Waterloo,Iowa Pedestrian Bridle Waterloo,Iowa SITE: Johnson County OWNER:City of Iowa City SITE: Johnson County I OWNER:City of Iowa City SITE Johnson County OWNER:City of Iowa City Iowa City,Iowa Iowa City,Iowa Iowa Iowa ` tOGTIOh. S.,Es.�1a 2 81R@I('TN TEST Alf P2a v F wits LOCATION Se•Leh to A-_ TESTLAWS 6 �7 ttg tsars LOGTION s..Lv ttA1 i ante/voTn TFST A1TEAeCRG g , S s tsve rR g ATTERBCAG IC h 1 C a� C S ` ,- SS iT� y{ a. ?i .`{ „n SS' 'C e: �sc— Noraerq 570157 Eart^G 11]S®• y-I < t lit- € El LLRA Ik Nwd�^C i201A Farn4 717580t p Oi1SL1gyl� LL-RPIF35Nencn 120347 6sMm;2175615 .q, u' < It� SS LLRASmm�.31.00 Surface Ele,7501Ft 1 0 �, a �I lii[ go, yo5 Smnm:3t,OC SRsa Elav::501Ft) ;O i — Oy 3 Swat.].,OC S,e/r EW:TIO{1°t) dbSS Vi Y( C g .• _G > DEFi71 ELEVATICN Intl , DU.FtO E.FVATICN-Elate , e— hDEM14 FLEVATKYi(Ftl • ;1 fe-L•SIP TY DAY t'`-',..7 }V0((1Y I FAad CI AY in 1(contr:ed) -' I I LAN CI AT([t l r�� f trace sand - ' c trace gravel and occasional sand seams - trace sand - �]. brow, 0 Orgy very Barr to nerd \/ 7-11.16 nary Vitt — E A FIRM SII TY CLOY BOOT I - S;QC Y�Rv LIRM'ANF)Y If C4 AY 3g- /X\ 18 7Ns276 �) 10 5 S FIRM S'I TY CLAY fIDOT1 E:A. _ 0.4� ,:�: {C - 8 53 (c 2.15 1.2 10 w 5- Is IllPi :•.• _ w o Qt fAlily LEAN CLAY ICU _ 11 I S 10 .•'1.'•• t)0C - - - wet sand seams and zones \a7.1. ss '�I ,8 9-13 2' 15 t • reddish-brow,vary tan to hard •: _ a c,'4e 5 700 5 40 (a New VERY FIRM GLACIAL CLAY{IDQTI _ .ii 2 d 741 _ 0) Bonlrg Terminated at 40 5 Fees S - ':i�p.f I'll-SANDY LEAN t1AY mai3Oo will,gravel and organic materiel(nols and 7� 10- I UC 2.37 9.1 18 106 00 t0_ 15 1p111 1'5 PP) 13 Ispolaam) • ray Dross RM S II TY CLAY(IDOT) - g g - - f FAN COAT(CI 1 - g g ;,io 777 P. trace card o bow,veryam to nerd sea attached SAID f5P1 - , '•':' te•e It coarse 163 c tribe SILTY cur(Air) C treat clay ere gravel 15 x 1 e N.10 e N 15- '19 babel bet 16 9e 42-22-20 ' dataradium do wn- l0 own - 3 m m[t erse - FINE SAND MOT) 8 - / 2 g - 20— r ` X 1i 6-7-9 1.5 13 - R - \`18 u5 7 8 4e1e (IIP) g S 20- A Nog i rrr,u�0 _ SAND 1SP1 o •!:v veryIoose below about 22 22 le a —re to coarseg $ ND SA TY SA f100TI --\4,7- traceclay and gravel - roddlsh-!town,medium dense t8 8-9.9 7 COARSE SAND(IDoTI 25-- X Nr18 - i : - lP0.2 _ 333 ZJ-. �` 18 N�Z 19 • �gd t e0 712 - ie FIRM Sit IT CLAY MOT) 5Ei 30 i gravel - brow.sad to very ainl 18 _ 17 S�S '1� 1 SANDY brow to ppray very sUf to hard el end occasional sand seams fix` 1P 71-15 1.5 36- X N 11 Ref') 3 70 i.4 1LRyfIBM.SANOYSalACAN-CLAP(IQ0T) 30- /\ 1B N.28 RIP) 13 6 i - 6 6:p - pp220 71e y.ri7 — ;'�C — pp,, 1 Sa.•ficrin Ira,we ,uer^es ring.so..mono ray a Qw. Hamner Type aE Aaanoc sc.n,�.um FI....•w�mma..s.:t,.u..o-.r.morl m.r s.v+o�. cal.,,,.,Trp.:a.E wra,�ec (i Samoan knee re•opm.mee.n•r,.u,.ranter,.7 Or cede.. r+•r..e,Type Cs€A,wre55 a Adnonert'Mend See h4cbt A-3la bav-woodlld Nate' !e Adrvr oMetoa See Fiat A-She derrood Add Nao.: x°Adnvrwi laded See EA,.A3 I.b5cw0Vwn d NW ot's' Y. /ldbr Stem Auger pmuas.•. Y. Ildble ism ganger promotes a Wimp teem A,qr pmmbm 5e•Appendix B for tesaPran a bboreecry L3 plooas.e end act/morel des III eel i> See Appenb,B b bung,d bboretvy Sea Appxnda B rat deer/vox,oflatrveEfry Ae.rem.rrd Wend see Append,/c torrp•,ebon a.yodel.eel pmma.m...nanny ate.(v.art Sombre.end•d.ore data It,slat Scrim beM lad„mn MU,a me ymr aaar,abm. .mmwtlars. M.rmnra Moron. m.-- n.C is..p.rvm d'r,Od.Agee Aorw.rra heart. A. C lv a p•mem,d.yrlede me Cony breu.lrd weh eye,o nog s cm xroeto- . Bare!oilm en,•q.,a 45 me cm ond•w g WATER LEVEL OBSERVATIONS ears9 asset fOa1M Lllyrset swumu _ WATER1Nci OBSERVATIONS_ r amino Swot S2n014 Bonne Completed-SrzrtO14 WATER LEVEL OBSERVATIONS_ , Bony Sold.S?!bu Benno Competent S2/AK 10 w7rzv sail-plug n / _ _ 10 nnmeoYafe a'te t>G -__- _ — err�eof ■ gre Mi t7EaO �'Mer.ai ___ _ OO wNeaanyl ■. ,^■ trillie.CSE-aS0 OiNor.Y .__ 7?wKe drn Ru a H 'g 3003 Serra Court Sw `� 4d Ynmedately after Bang ���• r�Co• • - 13/nrnrAafey all,ocmg . ��rraeon M9:CSE-a70 OnWr.0 € Iowa cmv.Iowa Ppa555_a125179 ea.bA A-s € 300k Cowt SW scty'lose prefect No:06125627 E,10 A-5 ' 390becayunnSW Rgea No:0et250 FA.sc we I..-'1 • ▪ Yer. ® af▪ t Ca I hereby certify that this Eng inner log document ode prepared by ate or under my direct personal supervision and that ."P�IFSSIp`"`.. I am a duly Licensed Professional Engineer P'`ati.•• ., under the Iava of the State of Iowa. yx▪cwpn,.�z r tt xa7orlw s .r 1 GREGORY J. KLE IN Date 1..sky••.• -''k a License number 20705 • rows My license renewal date Is December 31.2014 Pages or sheets covered by this seal: ENGLISH IOWA DOT DESIGN TEAM ��OM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER Q.1 BORING LOG NO. B-2 Page 2 of 2 BORING LOG NO. B-3 Pa je 1 2 BORING LOG NO. B-3 Page 2 of 2 PROJECT: Dubuque StreetA-80 CUENT:AECOM Technical Services,Inc PROJECT: Dubuque Stroet1-00 CLIENT:AECOM Technical Services,Inc. PROJECT: Dubuque StreetA-80 CUENT:AECOM Technical Services,Inc Pedestrian Bridge_ - Waterloo,Iowa - __ ___Pedestrian Bridge -- - - _ Waterloo,Iowa - - _ Pedestrian Bridge Waterloo,Iowa SITE: Johnson County OWNER:City of Iowa City SITE: Johnson County OWNtR SITE County — — Iowa City,Iowa Iowa City,Iowa Iowa IowaI Johnson Iowa OWNER:City of Iowa City City, g _ r i I1 Q1rlresr C L°CATION Sew Eehbt A-2 _ n fi STRENGTH - srx:n ;: 4; r t 64 i tis S E r i _ gLR. � s g t Oc'ArKm sere Er.ba A-2 F g. c-I;rFsr �e g IOCwT10N Si Etr4 AZ 1`y yS� S C yq� ATrEgLEnG Pi 6 Nom.,a e2e1.17 Fiery 21756r5 O nS< F S LLRA fd^'tl,n0.620505 EennG 2115�0 . Z € LLRpI Q Nrbm.TS2S106 Ea.m0.2175550 Sifsr Bev ruin.) ; G F s £ < iL r'L el.. S..,Stepp 5er.s Ora.,MC c S(�Q�c1 (ZZy ,�,q &.race Ew 731 c �zg yI Y7�PTh Fl FVATK156u 3 FS F - DFFi11 ♦� EIEVAIAa&Fu _ � r 3 k S- i ; DEP'h F,EVA71(1N(Ftl O r t. ! ti rasa 114Yrl 1(crlmed) - r if;1 0 12"POAtld Comma CmaMe • q�Y SAND($lB(cronnuer9 , o�< Maoa gravel and occasional sand seams - EAI�Y LENT CLAY - _ - : fire to medium,Occasional cobbles - --- r. brown le gray.very still to bard - - .. - \' G. l-14-18 45 trade gravel 14!-0 gray b ow dense X 12 N=3645-5&5 20 a, WIRY FIRM SANDY GLACIAL CLAY IiCOT1 18 4 /\ 35 X N•02 (�) bo.n X 5 N.is 14 S84NgaAHMATERAL(IDO71 - e.m�,'S _ p FIRM SILTY CLAY(OCTI - >O't - & iLLT�{SSI6S - V 12-7-7 _ a - Q% fine lu mecum S- X 15 IM14 ! '+o Al' - brown,medium dense to boss _ r 1 7+ QC - 2 • FINE SAND(DOT) \/ - .. — — A°.{y°; 40- X 18 1 Na948 (4.5 12 - X 146-54 ! I - X 10 Nr29-50e6' 19 5., - ! //\ 2 40- kD GLACIAL MIiIERIALIIDOTj f0- X 10 N=10 7 _ g)O7.12.. 1B 10-20-20 4.5 12 g - g �� N•50yS 20 g,Og 451 X I4e40 gt/P1 se » 45 S^ { - o CLAY ICL _ - _ grace sand - 4-3-4 1.25 2.( G ca c - 0 brows and gray(moiled) 15- X 14 Nr7 pp) , 27 J - air r`.. SANDY LEAN CLAY ICU 6� . Q { VERY FIRM SANDY GLACIAL CLAY IDDT) STIFF SII TY CLAY IIDOTi - - D a.o c �/ 61Fi0 45 a 71a _ a s trace gravel and occasional sand seams 14 6-8-9 0S 1-441 I e{‘e So 5 ®5 So /� 18 14r72 (Lpi 14 SNIDY IEJN CLAY IC11 7 i11 o oMe gray very x N=17 (HP) Boring Terminated.f SOS F.4 .'"d' 12co gravel and a:abnal sand seams - - `JERK FIRM SAfJDY GLAC et CLAY(DOTj 5p- 'o.D' gray brovn.ban? Boring T minehd at 50 Feet GLACIAL MATERIAL(Dcn ZD ' 7 lei tIC e.99 10.4 11 129 , 8 ...sw i �Q: n�` G"1 s \/ 91318 45 ;' 25 - x 18 11=01 (ip) 10 ' 1-t -ri o Q J� twee,. - § .CiI r.1 ci - c.- C OIve gray bobw about 28 lost 4 g 11 o.Q .5 A3S X leN>6J8-50r3' _ N 6 • ;;ILTYSAM)ISM 30_ \ *�n 1e cc 1 Tire to medium,occasional cobbles pray brows,dense i GRANULAR MATERIAL ODOTIY. _ qiTypB S0os cebtr I,.,...w.50e o.r.. .n.ranAOn fiery be gaited Harmer r 0 Sr le.atrr,r.s ere awtiemr..n.w fie rr.roon may a aab,r. Hammer Type OWE AJanbc B Se=w�nv,live re OppMa no.new mr b..00n',er to aw. Far•..,,Type o.E A.wroc e.CAL Airman i�� gx 11 Ad maarnrt NWvt See E4,,bt A-3 b 1brp»nd field Norm: is Awanrv,wrt Aided See EA-A.83 ear desgnn d Odd Notes' 61 Adecerw[N1tl.Q Nees' 8. HcAo.6Tem A,ger procedures Ildlo.Sem A, To Then b Se.EAabe A-Sb bviptiand F.H S Sea termndue Aver n ay bainp Seerda., HHdkoe Sent Ate.b lob leek awl mdretry b borwg c,. AF.r,b,Bbrd..alp6a,d laboratory See A.I.Na B b pro=aens and edfoor.I eaa I+anrl i pepped.,rd.miradna4�of ere)aemV ScSee Appends B b d..apeer d letoretay Atender.e Mend¢ See Appede C b etV er•Oon of•Mess.m B Aerdanwe lenod See Appal.C la.,plrrv,d.rrbd,.d Scpende.ard.df. *ere aryl Br0r9 brtl,n0 ren.4,088.2.,D*,komdetm. attweleto1.. Ba.a b.dhid.M Adomp teddy". d yatoe S..Ae ebore. .eter..a,d.7rrEae end ee �.r.1e�� super upon wnpetwn and abrree,rw.. r' enverere peered agrot.rpa,Con arr,Wbm and erlre.m.. WATER LEVEL OBSERWAT10N5 Brng&weed YNAU Boring CmVe�5/rM la o WATER LEVEL OBSERVATIONS Barg Strbd alallp Behr,Condoled e3/a11p WATER LEVEL OBSERVATIONS 1= IJ*Ate&Nog e lierracon � � � N�,1 ,p�1 �Be,d prey llerrac.n Oa14y CAE BS Diller CI. Np,dlwtapb to my orerydirng- lierracon �ip s oday2clT e y bring wan Serra a,rc SW 3033 Serra cn a SW - b.e Geyer Ion. PgeeNw:0612'$7e Edit A4 € lone Cry.b.. Pr.jed No:CC 125e2. Eahbt A-7 I _ nos..City.Iows Prgee No,C61250 F... A 7 ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 0.2 BORING LOG NO.B-4 Page 1 2 BORING LOG NO. B-4 Page 2 2 BORING LOG NO. B-5 Page 1 PROJECT: Dubuque SlreetA-80 CUENT:AECOM Technical Services,Inc PROJECT: Dubuque Slreetl-80 ;CLIENT:AECOM Technical Servlr-ec,Inc. PROJECT: Dubuque Siree1A$0 CLIENT:AECOM Technical Services,Inc. Pedestrian Bridge Waterloo,Iowa Pedestrian Bridge . -- Waterloo,Iowa _Pedestrian Bridge - Waterloo,Iowa - - SITE: Johnson Can OWNER:CitySITE: Johnson SITE: -_Johnson County OWNER:City of Iowa City County of Iowa City County OWNER:City of Iowa City Iowa City,Iowa ATTEBeEBc Iowa City,Iowa ATTEtiaEac: Iowa City,Iowa Arr¢BeEn•., g LOCATION S.e Esc.be a3 I p stlz�=rnresl - Lens_ a r� � � rg (WITS �Q 'Or Z Y aka wrs S o LOCATION se„ Ix as st�GTH TEST :LOGigfi; sea ea.aa war E STRENGTH TEST a er. Nordeee 630646 Eescrr;3,754.,.t ; LLR.q Northing_62064fi 6.or 3,75462 < O' ; NoM 6207E 6 2175445 �u D a� 3 LLAA �. < lig So- s li y ~s LLpla ne '..c r t h s ` storm.37•20 sr.r.p.FJ.v.:74s(Fl.) �' c s,.not:3r.2c sdace Ebv:n3 a) o ; { - ' a srnn:3e.m s,.r EI.v r3e a � 5E7rr_. vATl h'Li DEP, E EVATK.N CLL. Epin r�vATaN�,I 4 To, 6-Topspa l3 " . WON!FAN CI AY trl J( 'owed) - •`'.• 5 S'T°2ses -, T37 5 CAN CLAY(:a - oast trace gravel and occasional sand seams - LFts sand 52.1 trace sand _ D Draw..gray to pray very WS to hard \x/ 7-11 15 1.5 - S Drover,vol./slat b lure :00 C VERY I IRM SANDY GLAD AL CLAY LDOT1 - %\ 18 t1e26 ) 13 bras sand Dram s6n F EEMSITY.CIAY-I D - )0S _ - r iL5'LTYCLAYUx)T) - .. See attached ,O.0 - - 5- ' 17 biaxial lest 13 92 35-19-16 '•'Qe F 5- '18 1.5 1 )UC 1.00 {{ 26 66 45.16.2{ - data - �i m.t}t A _ - -_ 7.0 r+! _ a - oC x i{ 6-11-16 4.5 11 W )SANDY LEAN CLAY ICLI 9 ePet 4O' !♦ N.27 (FP) _ - vAU sari'scams and zones - aS A - — E' 5 reddesh-eroen.nisei s66 totaled 3°Q FIRM SILTY CLAY MOT) �1{ 6-7-90 17 - 4 - 8r�tl W to- Nt.17 {1o•.D tr 10- 22 Iae6t16asl 26 A R-a12 i xar - - 1 tat - S o 6-11-15 4.5 12 S Ile 7255 --STL. - y,t'DC 4c�.ig \16 11265-1P) --- 6 : ::. - ,its�/VI CLAY ICI] 7s 12 1-13 1 0 18 �__ �,a4D� °�. �',OANStraoa E SANE'11001 i N 22-2 1{ t trace sand and gravel 15 N'8 ) - bowl,medial slit to slat t o.-D SANDY LEAN CLAY(CU 15"' MM ! � STIFF SILTY CLAY COOT) - 22 nip) lK 7 09 174 21 107 36-16<":/ I G� - .�) Irma gravel erd xraslonai sane scans - a. i ,6,6,8 ' 4.5 ' a .. Draw 1-1Cec5 Baz� 50 r X 18 N=34 5--). 14 2 �ao SOFT SILTY CLAYIDOT) Pay \ , a Boring Terrtdnated at 50.5 Fart 3'E' $NIDY LEAN CLAY(CL) - N FRM SILTY CLAY fOOTI J y 16 34-7 1{ - C• l2m gravel and xnskxral sard seams - 2.0 . s 20 n Ne11 E (s C1 brow. meek. CLAY to �- X 1{ f! 1e o ' Wert LEAN CLAY iota 0-0 - 8.t. trace gravel eM occasional lard seams g ,a 30 DE ifro.n.very Off to Dam k A 11 `' a,10 c VERY FIRM GLACIAL CLAY(IDOTI 10 11 7.11 4.5 11 } Se rq .� x 1{ 5-10-17 27 17 .Q• 25- X N=1B P-I' 3,,.� ', [ANDISP1 +, D't - ck 3p 210 6ne lo Caere x0� ll 11�aaypayDove 111///�����]��� - t'. a <ZeO 7,5 _ E non OARSE SaND IOOTIri2 - i/ FAT CLAY 101) ,/ 2 9' SANDY IEAN 12.AY ICL) y Dlovn Dam x 18 7-16-18 4S 18 i i o b. ID gravel n-r�d xf231orEi Sand sewn 0- t8 12-2440 4.5 12 6� Ince sand VERY FIRMGLACIAL CLAY(IDOTI � '\ N.32 OP) �,nr3G S�GlACitL gray, ll L':;Tl ' N=64 QPj > t'2 c 71 _ So s Boring Terminated at 30.5 Feet 8, wm�m o .�.tr. Inlet, ..avv +, .. e e.brdrt rn o .r be grated. arrrr.r Type:CAE N.M. ` s..,...m hr..re...—..r..natu u,.berrtnn nay m p.xul. Harmer Type.CAE',game P. sv.enC11,,1r1 lr.•a..wro.mate.nat4 the or.maa rrer ba Irma Harmer Type.C111E wo.,op DI Aaanancri lWod See Edubit A3 Ar charger,d field Nate Advent:errantMethod See Faibt AS b dav0'a^d Arid Nate' Bi AWe,wrort Wend See Ediat A3 br be0l.^of held Nfee- 4 Hollow Stem Agar proodree �9er pmr.drse Agr proceduresW Hd1ow Stern A� � Hollow Sam Se Ale_-.B tar deeaipem d bboraby 5 See Appendix B for i 4lpelen of laboratory 5 See Amanda B for daelpeol ofl.Eoratoy pnrsdwes endt data(a env) pm0dnea and adAmrel daft(if wet procadortra andaaainal date(ary) Aterdvnert Method M - _.— See KWtda C At..dO tvnd arrld.a0 ;Abandon/rent Meat See Alprtda C br eadr.brt d.rrrdO.and Alanforn.rt 50Mod See ApperW C lm erperrwan of armed•end Barg brA''lw:.. NY?, cgs pm vnpetm. abbmnir.. tbe5 CaAfiesdwan espsr o Venus f armpato' at±rwrebd. Bo-rO beddebd w<n•ger canines rprn vmp.So' atLrvv,ereat. e WATER LEVEL OBSERVATIONS _ § WATER LEVEL OBSERVATIONS i WATER LEVEL OBSERVATIONS Beane Slant 50ZN Boning Cary:Neal S?nix 14 J _ --if; ___._. srz�14 a2r2em --. 6•'^9 Started-3/1nAt4 Bonne GanplaM Ytl3o14 Bonny Started- B.hnp Ca,pat.d ^_No gtwaA-Avafer erxr.,u-Yeratl QaeyfMltn. lierracon Gat NF CSE�50 Biar:52 No f�encounteredd �. — 1rerracon Re R®.CAE-4'I� D1iibr-SZ I2k'hxtYaal9y alter Danny-__ __ - lierracon Ora RF CAE-6L Drier.62 3003 Sara Coot SW 3003 Satz Curt SW 3033 Serra Con SW lune Coy.love Pray.No:061256213 s:y.mt Ae 9 Iowa Cry.love PnledNa.0612:62e Ear.be A8 F Ira,Coy,bee Pew!No,E/2I0 Erie A6 04 - 13- CD1-- . .. - U - :C —el: wrt L� 4 C_ 1.... 0 N ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 0.3 DUBUQUE STREET n Q1 n S 103 ,_.- b,y .102 N ' S104 4410 sioi S105 S106 W Z I ' m 0 5 FEET ENGLISH IOWA DOT DESIGN TEAM A=COM J O H NSON COUNTY PROJECT NUMBER I M-0 8 0-6(3 2 0)2 4 4--1 3-52 I SHEET NUMBER S.1 3:26:27 PM 10/1/2014 degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\180-RecTrail-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 0 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Constructed Range on this Slope Initials Remarks Quadrant?ra Point Station Offset Elevation FT FT % Pos. or Neg. 1 % 5101 5102 Crosswalk Cross Slope - No Yield Condition 10.18 0.79 7.8% 0.0% to 8.8% 5101 8+80.47 5.00 659.60 5102 5103 Ramp Running Slope 2.51 0.13 5.2% 0.5% to 8.3% 5102 8+87.46 -5.00 660.39 5103 S106 - Ramp Cross Slope 10.00 -0.14 -1.4% 0.1% to 2.0% 5103 8+89.97 y -5.00 660.52 5101 5106 Ramp Running Slope 9.49 0.78 8.2% 0.5% to 8.3% Yes 5104 8+94.97 5.00 660.59 5103 5104 Landing/Turning Space 5.71 0.07 1.2% 0.1% to 2.0% 5105 8+94.97 5.00 660.44 S104 5105 Landing/Turning Space 10.00 -0.15 , -1.5% 0.1% to 2.0% 5106 8+89.97 5.00 660.38 5105 _ 5106 Landing/Turning Space 4.28 0.06__-1.4% 0.1% to 2.0% _ (w. - 1 - '.: - - - r -" ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.2 10/1/2014 3:36:25 PM degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\S-Sheet_Tabulation.xlsm 41D 0 0 \ _ __ s11z C^ S115 0 S116 ,Iii o _ „qv ,..„--) ,..., G_, --- , ..„ w RE :=, Q �� S 121 S12,2) \ n-�s {�`' w . cr r. J C3 t- U' DUBUQUE STREET -- N a m O O ,\_____t------ 0 5 .N44.,. 1111 0 5 N).444 . F� k F� ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER S.3 I 3:26:28 PM 10/1/2014 degenhardta P:\60276947\OOO_CADD\OO1_Draft&Des\Sheets\180-RecTraiI-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb Q Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Constructed Range on this Slope Initials Remarks Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % 5116 5111 Crosswalk Cross Slope - Yield Condition 13.45 -0.59 -4.4% 0.0% to 5.4% rt 5111 2+60.07 5.00 657.91 5111 5112 Ramp Running Slope .... 2.63 0.19 7.2% 0.5% to 8.3% ! __-.__._____-.____-____- �_ 5112 2+57.63 5.00 658.10 5112 . l 5115 _ Ramp Cross Slope 10.00 0.15 1.5% 0.1% to 2.0% i 5113 2+52.63 5.00 658.18 S115 _i 5116 - 1 Ramp Running Slope _ 10.99 0.25 2.3% 0.5% to 8.3% �_ __ 5114 2+52.63 -5.00 658.31 5112 { 5113 [ Landing/Turning Space 5.83 0.08 1.4% 0.1% to 2.0Ai 5115 2+57.63 -5.00 658.25 S113 ! S114 L Landing/Turning Space 10.00 0.13 1.3% 0.1% to 2.0% 5116 2+68.81 -5.00 _658.50 5114 i 5115 1 Landing/Turning Space 4.17 -0.06 -1.4% 0.1% to 2.0% i -i J _ L.. _ - -- -- 5121 5122 I Crosswalk Cross Slope - No Yield Condition 5.00 0.22 4.4% 0.0% to 5.0% 5121 10+70.74 5.00 668.14 S122 10+75.74 5.00 668.36 i L - t."' , . , : 111 N - ` - - _ C.21. _ - _ d � 0 f i -. __A.._._ ______________ __._-._-_..�__._-_ ___. _____ ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.4 10/1/2014 3:36:25 PM degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\S-Sheet_Tabulation.xlsm 4 ers �• n ON y ,.., A ,, N O CD a o 5134 CL / AD ,‘, S131 Z ..< 0 .\ V i\\ „WA. 0 0 0 ® 1 0 0 5 0 5 � F� ENGLISH IOWA DOT DESIGN TEAM AECOM J OHNSON COUNTY PROJECT NUMBER I M-080-6(320)244--1 3-52 SHEET NUMBER S•5 3:26:30 PM 10/1/2014 degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb O Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Acceptable Required Measured Distance* A Elevation Slope VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Constructed Range on this Slope Initials Remarks Quadrant? Point Station Offset Elevation FT FT % Pos. or Ne:. 0 % _ _ 5131 ; 5132 Crosswalk Cross Slope - No Yield Condition 12.06 0.39 3.2% - Ramp under construction. Final grade and elevations to S131 26+71.05 5.00 743.72 5132 5133 . Ramp Running Slope 9.13 -0.27 -3.0% 0.5% to 8.3% ___ _:__„___ be determined by Engineer at time of construction. S132 26+77.77 5.00 744.11 S133 5134 Landing/Turning Space _ 10.00 ', _ -0.15 -1.5% 0.1% to 2.0% 5133 26+68.64 5.00 743.84 5134 - - 5131 Ramp Running Slope 2.41 0.03 1.2% 0.5% to 8.3%_ 5134 26+68.64 5.00 743.69 1_ 5134 I S135 Landing/Turning Space 5.00 -0.07 -1.4% 0.1% to 2.0%_' 5135 26+63.64 5.00 743.62 5135 5136 L Landing/Turning Space , 10.00 0.15 1.5% I 0.1% to 2.0% 5136 26+63.64 5.00 743.77 5136 5133 1 Landing/Turning Space 5.00 ' 0.07 1.4% 0.1% to 2.0% , _ 5141 5142 Crosswalk Cross Slope - No Yield Condition - 10.08 _ 0.21 2.1% 0.0% to 5.0% __,_ -_ -__ __ -_ - -__ 5141 27+25.32 5.00 L 744.77 5142 5143 Ramp Running Slope 2.00 0.03 1.5% 0.5% to 8.3% 5142 27+26.58 -5.00_ 744.98 5143 5144 Landing/Turning Space 10.00 -0.15 -1.5% 1 0.1% to 2.0%_, 5143 27+28.58 1 5.00 745.01 5144 S141 Ramp Running Slope 3.26 -0.09 -2.8% 0.5% to 8.3% ; 5144 27+28.58 5.00 744.86 5144 S145 i Landing/Turning Space 11.00 0.16j _ 1.5% 0.1% to 2.0% 5145 27+39.58 5.00 745.02 S145 J 5146 1 Landing/Turning Space 10.00 •: 0.15 I 1.5%___- 0.1% to 2.0% 5146 27+39.58 -5.00 745.17 S146 5143 I Landing/Turning Space 11.00 -0.16 -1.5% 0.1% to 2.0% I 10 ...__ _ - I _ I 1 I f-- N _ ---1- s,!=:". - r =' -- 1 _..-g '' >-" i _ =. 1"--et c-L I I I _ t _ - _ l l I f _ 1 _ I ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.6 I 18/1/2014 3:36:25 PM degenhardta P:\60276947\000_CADD\001 Draft&Des\Sheets\S-Sheet Tabulation.xlsm 7/7 , (6168 S165 / -) 41111 DUBUQUE STREET u+ 1.1101.11 y� IA S167 .Z cr. S 152 ® 5166 ) '� ® . .. vy r ® • \_, 153 S161 5162 ® j 156 C158 DUBUQUE STREET CO 0 5 0 5 N).,, ts,....... FEET * FEET ENGLISH I IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER I M-080-6(320)244--1 3-52 SHEET NUMBER S.7 I 3:26:32 PM 10/1/2014 degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTraiI-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb Q Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Constructed Range on this Slope Initials Remarks Quadrant?FT FT % Pos. or Neg. 0 % Point Station Offset Elevation __ S151 5152 Crosswalk Cross Slope - No Yield Condition 10.00 0.35 3.5% 0.0% to 5.0% 5151 28+07.80 -5.00 747.82 S152 5153 Sidewalk Running Slope 8.04 -0.08 l -1.0% 0.5% to 5.0% 5152 28+07.78 5.00 748.17 5153 S154 Ramp Cross Slope 10.21 -0.32 -3.1% 0.1% to 4.1% 5153 28+00.64 5.00 748.09 5154 5151 Sidewalk Running Slope 8.06 0.05 0.6% _- 0.5% to 5.0% 5154 27+98.55 -5.00 747.77 5154 5155 Ramp Running Slope 2.08 0.06 2.9% 0.5% to 8.3%- ' 5155 27+96.13 -5.00 747.83 5155 5156 Landing/Turning Space 10.36 ,_ 0.14 1.4% 0.1% to 2.0%- _ S156 27+98.85 5.00 747.97 5156 5153 Ramp Running Slope 2.04 1 0.12 5.9% _ 0.5% to 8.3% 5157 27+90.29 5.00 747.83 5156 5157 Landing/Turning Space ._ 9.78 I -0.14 -1.4% - 0.1% to 2.0% _ - 5158 27+90.29 -5.00 747.76 5157 5158 Landing/Turning Space 10.00 -0.07 -0.7% 0.1% to 2.0% 5158 5155 Landing/Turning Space 5.00 0.07 1.4% 0.1% to 2.0% 5161 5162 Crosswalk Cross Slope - No Yield Condition 10.02 _ 0.34 3.4% I 0.0% to 5.0% 5161 28+98.21 -5.00 747.25 5162 5163 Sidewalk Cross Slope 8.28 -0.33 -4.0% I- 0.5% to 5% S162 28+98.86 4.98 747.59 5163 S164 Ramp Cross Slope 10.61 -0.33 -3.1% 0.1% to 4.1% 5163 29+08.80 5.00 747.26 5164 5161 Sidewalk Running Slope _ 8.14 T 0.32 3.9% 0.5% to 5.0%_ S164 29+05.19 -5.00 746.93 5164 5165 Ramp Running Slope _ 12.61___ 0.00 0.0% 0.5% to 8.3% 5165 29+16.00 -5.00 746.93 5165 5166 Landing/Turning Space 10.00 j -0.05 -0.5% 0.1% to 2.0% S166 29+16.00 5.00 746.88_ S166 5163 Ramp Running Slope 6.00 i 0.38 6.3% 0.5% to 8.3%_ ____ 5167 29+22.79 5.00 746.78 S166 5167 Landing/Turning Space 5.66 T -0.10�_ -1.8% 0.1% to 2.0% S168 29+22.79 -5.00 746.93 5167 S168 Landing/Turning Space 10.00 0.15.�. 1.5% 0.1% to 2.0%-i 5168 5165______ Landing/Turning •Space 7.93 0.00� 0.0% 0.1% to 2.0% i �*y s% �l i � _ I .i- t i>-V - = N Ems - _ -.________._.-_._ . ENGLISH IOWA DOT DESIGN TEAM AECOM 1 JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.8 10/1/2014 3:36:25 PM degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\S-Sheet_Tabulation.xlsm U a_ Cr .1c— Ce::r- CD C��QvCi ® �_ -- ._„ in IF Ai „,-7 ,. ..,. ...) 0 irif alL111141111LA CID , .. I DUBUQUE STREET DUBUQUE STREET 0 5 0 5 � ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER S.9 I 3:26:34 PM 10/1/2014 degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 0 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* 0 Elevation Slope Constructed Range on this Slope Initials Remarks Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % 5171 S172 Crosswalk Cross Slope - No Yield Condition 10.62 0.25 2.4% 0.0% to 5.0% 5171 39+81.28 -5.00 750.24 S172 ! S173 Ramp Running Slope 2.00 0.00 0.0% 0.5% to 8.3% 1 15172 1___ 39+77.69 5.00 750.49 5173 _ I S174 I Ramp Cross Slope _ 10.00 -0.15 -1.5% 0.1% to 2.0% j 1 5173 39+75.73 5.00 750.49 _ 5174 I 5171 _ I Ramp Running Slope 5.59 -0.10 -1.8% 0.5% to 8.3% 5174 39+75.64 -5.00 750.34 1 5181 t 5182 I Crosswalk Cross Slope - No Yield Condition 11.85 0.07 0.6% 0.0% to 5.0% S181 40+53.72 -5.00 748.60 S182 5183 I Landing/Turning Space 5.00 -0.07 -1.4% 0.1% to 2.0% i 5182 40+60.00 5.00 748.67 5183 S184 I Landing/Turning Space 10.00 -0.15 -1.5% 0.1% to 2.0% __ 5183 40+64.80 5.00 _ 748.60 S184 15181 -_f Landing/Turning Space 10.62 0.15 1.4% - 0.1% to 2.0% I 5184 40+64.80 ' -5.00 748.45 ' Irl IIM aIIIIIIIIIIIIIII I. 1.111 ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.101 ,,.,,,,,.,. n., Ae,.o.,h...n.n o•\an77A,Qa7\nnn ranmaat Draft&Des\Sheets\S-Sheet Tabulation.xlsm J 4:)__ \ ( , mo y.....1 = Z emcn s'- --0 S __, 0 oZ 5202 ;" N) 0 o Ili '1::# ., 0 0 rn 0 // i 0 41) S201 lr -„.,„,,,,,,,,. Aill .- 1 lib" ® 0 1�� 0 -. ......:„.„. „..„.,,,, ciri- 11,, ,c .:„„:„..... • „. ,,,, ,,,,wil a 104-1 - , 5205 5204 - 1--- , Olt 0 0114411 1.1pw ® // 011 • S225 0 ---- • a w ______ . o �-4/1 < Ilk63 0 ~ • Lu z �,• \---\6\ _ _ ___ (r) Y cc O 3 0= W I— i ____ ______________--------- E S�REEi �� - w8V0U N 0 5 0 F� 0 5 F� 4 ENGLISH I IOWA DOT DESIGN TEAM AECOM 1 J OHN SON COUNTY I PROJECT NUMBER I M-0 8 0-6(3 20)24 4--1 3-52 I SHEET NUMBER S.1 1 3:23:45 PM 11/4/2014 frankg P:\60276947\000_CADD\001_Draft&Oes\Sheets\I80-RecTraiI-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb / Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point g Sidewalk Designation Distance* A Elevation Slope Constructed Range on this Slope Initials Remarks - Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % 5193 5194 Crosswalk Cross Slope - Yield Condition 10.04 0.27 2.7% 0.0% to 3.7% 5191 50+30.97 -5.00 I 729.35 5194 5195 Ramp Running Slope 10.11 0.32 3.2% 0.5% to 8.3% 5192 50+35.97 -5.00 729.28 5195 ____ 5192 Ramp Cross Slope 10.00 0.14 1.4% 0.1% to 2.0% 5193 50+45.95 -5.00 728.55 5192 _ 5193 Ramp Running Slope 9.98 -0.73 -7.3% 0.5% to 8.3% _ _ S194 50+46.08 5.00 728.82 5.00 0.07 1.4% 0.1% to 2.0% 5195 S196 Landing/Turning Space _ 5195 50+35.97 5.00 729.14 0%1% to 2 4% 0 1. . . 5196 5191 Landing/Turning Space _10.00 0.14 5196 50+30.97 5.00 729.21 5191 S192 _ Landing/Turnip Space 5.00 -0.07 -1.4% 0.1% to 2.0% , -= ss -_. 5206 5201 Crosswalk Cross Slope - Yield Condition 10.01 -0.14 -1.4% 0.0% to 2.0% 5201 50+78.13 -5.00 728.47 _ 5202 50+88.18 -5.00 728.90 5201 5202 Ramp Running Slope 10.04 0.43 4.3% 0.5% to 8.3% 5202 S205 _ Ramp Cross Slope 10.00 -0.14 -1.4% 0.1% to 2.0% Milirl . 5203 50+93.16 5.00 728.83 5205 S206 Ramp Running Slope 10.22 -0.15 -1.5% 0.5% to 8.3% 5204 50+93.16 5.00 728.69 5202 5203 Landing/Turning Space 4.75 -0.07 -1.5% 0.1% to 2.0% 5205 50+88.15 5.00 728.76 5203 5204 Landing/Turning Space 10.00 -0.14 -1.4% 0.1% to 2.0% _ I 5206 50+77.94 5.00 728.61 S204 5205 Landing/Turning Space_ _5.25 0.07 1.3% 0.1% to 2.0% ' 111111.1111. 54+59 015.00 5213 5214 ,_Crosswalk Cross Slope - No Yield Condition 10.07 0.04 0.4% 0.0% to 5.0% 5211 719.03 5214 S215 Ramp Running Slope 8.68 0.37 4.3% 0.5% to 8.3% IIIII 5212 54+64 01 T_ -5.00 718.96 5215 S212 E Ramp Cross Slope 10.00 0.14 1.4% 0.1% to 2.0% 5213 54+73.89 5.00 718.41 9.90 -0.55 -5.6% 0.5% to 8.3% _ S212 5213 Ramp Running Slope 5214 54+72 J1_ 5.00 718.45 5215 5216 Landing/Turning Space _ 5.00 0.07 1.4% 0.1% to 2.0% 5215 54+64.01 5.00 718.82 5216 S211 ; Landing/Turning Space 10.00 0.14 1.4% 0.1% to 2.0% i S216 _ 54+59.01 5_00 ' 718.89 5211 5212 _ ;_Landing/Turning Space 5.01 -0.07 -1.4% 0.1% to 2.0% 1 J, 5221 5226 i Crosswalk Cross Slope No Yield Condition 10.05 0.02 0.2% 0.0% to 5.0% S221 54+99.06 -5,00 718.34 5223 5222 Ramp Running Slope 8.67 0.57 6.6% 0.5% to 8.3% 5222 55+07.73 5.00 718.91 5222 5225 Ramp Cross Slope 10.00 -0.14 -1.4% 0.1% to 2.0% 5223 55+12.73 ' -5.00 718.93 5225 5226 , Ramp Running Slope 9.71 -0.41 -4.2% 0.5% to 8.3% 0 5224 55+12.73 5.00 718.79 5222 5224 Landing/Turning Space 0.0 0.14 1.4% 0.1% to 2.0% 5226 54+98.02 5.00 718.36 5223 5224 _Landing/Turning Space_ 10.000 0.14 1.4% 0.1% to 2.0% 5226 54+98.02 5.00 718.36 5224 5225 Landing/Turning Space 4.99 -0.02 70.4% 0.1% to 2.0% al11111111111 = MI MI 111111111111 =I -- C MEM - - lin ______ _____ El11A . Emi PE 1111111.1.1. ENGLISH IOWA DOT DESIGN TEAM AECOM I__. JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER S.12 1111111111111111111111111°.....-- • O // CD I w Z '-là Q H Z 0 S236 W _ _ .� a Y \ , Gil M S232 4 . 14, �, _+� a' s S231A W F— -�ret -9. , ;/ f i S233 (734 _ OUBUOUE STREET ------------ 0 5 ENGLISH IOWA DOT DESIGN TEAM q_COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER S.13 3:26:37 PM 10/1/2014 degenhardta P:\60276947\000_CAOD\001_0raft&Des\Sheets\180-RecTratI-S-Shts.dsn 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets * Does not include curb O Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Staking FOR INFORMATION ONLY: Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* Elevation Slope Constructed Range on this Slope Initials Remarks - Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. % 5233 S232 , Crosswalk Cross Slope - Yield Condition 11.89 -0.41 -3.4% 0.0% to 4.4% 5231 67+05.55 -5.00 670.31 S232 5231 __1 Ramp Running Slope 11.35 0.17 1.5% 0.5% to 8.3% S231 5234 i Ramp Cross Slope 10.00 0.15 1.5% 0.1% to 2.0% + S232 67+16.97 5.00 670.55 5234 5233 Ramp Running Slope 5.05 0.09 1.8% 0.5% to 8.3% 5234 67+10.60 5.00 670.55 5231 S235 Sidewalk Running Slope 9.19 0.02 0.2% 0.5% to 5.0% S235 67+05 1S 5.00 670.33 S235 5236 ; Match Existing Cross Slope 10.41 -0.03 -0.3% Match Existing S235 67+19 5 -13. 670.33 5236 67+19 56 5236 5232 l Sidewalk Running Slope 8.56 0.16 1.9% 0.5% to 5.0% 13.24 670.30 r- r r i r. i CD r- l7 c, N ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER 5.14 10/1/2014 3:36:25 PM degenhardta P:\60276947\000_CADD\001_Draft&Des\Sheets\S-Sheet_7abulation.xlsm Cl) CD � N Ni Ni Ni Ni Ni Ni 7 p p W W W N N N N N N N N N N N N C N. .- 0 0 0 0 .D .o -D .o O O O O V V V V O T O)O lP cl1 CP CP A A A A W W W W N N N N �-• O O O O .D .D .D .D O CD CD T. 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LENGTH WEIGHT ... �� r• % r' ,•� .9 I. • .1 / e• , • • • Bc I DOWEL BAR 1.33 2'-6 9 • '\. `` ' i 1 + + • l [..; f ►.[ T f f 5c2 RAIL,VERTICAL I 8' 10 9 8c1 STAGGERED J 4dl 0 + I + 5c3 RAIL,VERTICAL I 3' 3 3 5c3 8c1 STAGGERED I I'-o I'-0 ttF H < > PLAN VIEW 4dI RAIL,LONGITUDINAL 21 I'-0 14 END TO END OF BARRIER RAIL (BID LENGTH) TOTAL (LBS)PER LINEAL FOOT 35 ( > 3 I'-0 SPA.TYP.- 5c2 & 5c3 BARS 3 I'-8 I: PERMISSIBLE BENT BAR DETAILS L--- ... ..... ...5c2 & 5c3 4dI 4MIN.LAP> CONSTRUCTION 4d1 TOP OF CAST JOINT r IN PLACE RAIL 4e 7ia 8' A a [)1)=2 D=2t:a .m o TOP OF RDWY. = r} _ s iv t -6C31 ... 4> 8cl STAGGERED 5c2 -� u 1 6 9'SPA,STAGGERED TYP.- 8c1 BARS 6 > < > t SECTION B-B 5 4" HALF SECTION BARRIER RAIL NOTE:ALL DIMENSIONS ARE OUT TO OUT. D=PIN.IAMETER I'-8 I t PERMISSIBLE 4d1 CONCRETE QTY. - RAIL PER FT. ILMIN.LAP. CONSTRUCTION 5c3 JOINT 1 fl> TOTAL CU.YDS.PER LINEAL FOOT 0.2691 • GUTTER LINE 1._2 (TRAFFIC SIDE) • • NOTES: TOP OF RDWY. 8 2 CONSTRUCTION JOINTS SHALL BE PLACED AS NEEDED. WHERE ABUTTING MINIM SECTIONS ARE PLACED AS SEPARATE POURS,A BUTT JOINT MAY BE USED. LONGITUDINAL REINFORCEMENT SHALL BE EXTENDED INTO THE ABUTTING At >► !_ SECTION A MINIMUM OF I'-10 SPANNING THE BUTT JOINT. ri WHERE THERE IS A DRAIN SLOT ADJUST DOWEL AND VERTICAL REINFORCING TO MAINTAIN 2"CLEAR FROM EDGE OF CONCRETE. 8cl STAGGERED to m SECTION C-C 4dI k ,R-3. =t a 5c2—� � NEll co 4dl 1- Sc3 iv w o o . Q N a ii .: . • r PPPn TOP OF RDWY. Ln i • t0 Iii1711 klill'' .. f\ 8cl STAGGERED • t::). N ,i'CHAMFER 4 S\� • ♦ TYP. 2' 0 SECTION A-A CO NCRETE ONCRETE BARRIER RAIL VIEW OF HALF SECTION DETAIL OF BARRIER RAIL HALF SECTION BARRIER RAIL ( - 54" HALF SECTION) BARRIER RAIL DRAIN SLOT AT INTAKE LOCATION REINFORCING MEDIAN BARRIER RAIL ENGLISH IOWA DOT DESIGN TEAM q_CQM JOHNSON COUNTY PROJECT NUMBER I M-0 80-6(320)24 4--1 3-52 I SHEET NUMBER U.1 I 11:32:30 AM 11/4/2014 frankg P:\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTrail-U-Shts.dsn INSTALL GRANULAR BACKFILL AND 4" PCC CAP BETWEEN co M BARRIER RAILS co O N + cr `D CONSTRUCT 6" THICK Q WALL TO CONTAIN REMOVE EXISTING I- I— GRANULAR BACKFILL 24" STORM SEWER "' ////// //////////t///LI///I///////////////// U.A.C. © 0 0 0 EXISTING SW-547 '1111I MI STA. 916+14.3, LT. 0.0' © Q © .. INSTALL SW-402 STORM SEWER MANHOLE ///////////// ///////////////////// //////// REMOVE AND REINSTALL 12' PCC PAVEMENT AND INSTALL 24" 3000D BARRIER RAIL TRENCHLESS STORM SEWER NOTES Oj Construct weep holes from 3 inch diameter PVC pipe. Maximum spacing between weep holes is 20 feet. However, PLAN keep holes at least 5 feet from any transverse Joints. Cover interior of weep holes with copper screening or galvanized hardware cloth. Attach engineering fabric at least 3 inches above top of weep holes in a manner approved by the engineer. The cost of supplying and installing weep holes, engineering fabric, and screening will be considered incidental to concrete barrier items. 02 Construct 42" half to 54" half section. See Urt #4.42" HALF TO 54" HALF. —,- = ...t_ -+- Median UV"- L. 9-2" ® `n i `Z c.Median ` � �C.� (7) 'E'Joint �4"PCC CAP 4 #fg" '-1'&"� (TYp•) 'E'Joint c- . Varies (TYR)- t-2% 2%-►- 4"PCC Cap •L;1LU1 : 0-6eaa.a4a0.o0.60-60.0Q-oq.oa0aoa0a600aa0.0ao D54itortp40= Granular o0o0 VARIES d0.aaBackfitl '$4$.484� a4aaaa>e. a$ o $aoa.o,-�«.P0.,p0.8 ,pp I a0a0a0a0a0a040a Po�e.c .8a .8a. o.,po.�ab0a040a0a04040400.0.a DETAIL'A' e 3"Weep Hole Engineering CONCRETE BARRIER AT Fabric SECTION A-A See Detail'A' 1"MP.)-. BRIDGE PIERS Refer to U.1 for barrier details, (#5-54" HALF SECTION) SECTION B-B ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER I M-080-6(320)244--1 3-52 SHEET NUMBER U.2 11/4/2014, 11598Tfi MDQYdE Design File P:\60276947\000_CADO\001_Draft&Des\Sheets\180-RecTraiI-U-Shts.dsn, Model Working y�I - I •.• Z ^ I ;� II I .n i'l ( n Install Peldestrlan Signal 1 f fr W/ Push Button El — - -1 — - E1 ( / 101 O , tw_ s__it te_—a--r-,.—.,am I 4 E 401 10 1M I MI I I M I=M I II n4s0m ima . i 1 2 4 3 2 3 2 1 1 2 I 3 01 3 3 1 501 0 /A, _ _ — 'S'�S — , . G — � -, 0 4" White Remove and I� , — �--� __ _ — — Reinstall � ` w 1 Edge Line Fire Hydrantl 1 3 201 2 � I 301 Ic c~ 1 ztl 2 12' vide path 2 _ I 3 from Sta. 9+87.67 to Sta. 1 +77.30 I I I 2 — - — — R--_ __ 19 g S 1 -Ei _- — — — — ' es — � — —.— — -LEGEND— San LJJ 2 �DJ r-if, -- lo ilimmi S I I DDO O NOTRDISTU \ Y [,ERS I\ > 1 4- 1 ® REMOVE AND REINSTALL II (n 2 • ® INTAKE NUMBER, SEE It r 1� , , .0 I I TAB 10458 FOR DETAILS Q 6 I P-123 INTAKE NUMBER, SEE kI , , o �� w a TAB 104 58 FOR 0 _ _ _ _ -IIIP— 4I1S= _ _ _ — - — —1_ - _ — Tile — - — — - — - — - - - STI - — - — — E1 — - — - s tip =_=s .— _-\ — -N— -Els,s� 0 r-- I P-501 ° TUDUQUE STREET © © �'--� '_ .' Install MI-221 Retaining Wall 1 NI 11/1 win& _ ol I 111111111.1111..111111111111E11...1111111 ®�� �7 ElOM 0-------(* `... Bil -p.,--.., 1 -- ----6.- , tit © I ' 4+cz ,pis 0 _11111111111111 �^ . �� DugUQUE - -ter' - .•� ' ;s`� S TREE T � 671 �,,. i4L-J3� R1/�/ �c . � 4' White �� 0 VV 0_� Edge Line I q� 12' wide path O from Ste. 17+08.60 to Ste. 17+84.06 -17 i c ROW H O / _ Due, 00_ , TIEQU; S THE *: A9AEA .ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER U.3 3:25:07 PM 11/24/2014 frankg P:\60276947\000_CADD\001_Draft&Des\Sheets\I8O-RecTraiI-U-Shts.dsn 8�1 EPDXY RE I NF. BAR LIST Sc2 Bcl 6dl BAR LOCATION SHAPE NO. LENGTH WEIGHT v v v co tO ` 8cl DOWEL BAR — 13 2'-6 87 A • O A O t.ow °'1. A Nv < > iv 5c2 RAIL,VERTICAL II VARIES 89 r 5c3 RAIL,VERTICAL I I 3'-3 37 5c3 5c3 Sc3 GUTTER LINE c 10' 0 > N GUTTER LINE / 4d2 6d1 RAIL,LONGITUDINAL 13 9'-8 _ 189 (TRAFFIC SIDE) PLAN VIEW (TRAFFIC SIDE) < 10' 0 4d2 RAIL,LONGITUDINAL 4 9'-8 26 NOT SHOWING REINFORCING SECTION C-C PLAN VIEW TOTAL (LBS) 428 P 1 ID'-D'-D ID BENT BAR DETA I < ,1 LS 3 8 SPA.II! I'-0 = 8'-O 9 9 I 3 3 8 SPA.0 I'-0 = 8'-0 9 9 3 0 < 48 > < I< >< >I < > • > < >< > 8 1_ 5c2 5c3 4d2 „„,A ti 6A -r OM II1 to �r N v A D=2 o A OD-2 v, in c ma,fin �r m O N co O I I I ' N M N .�u1��m�M I r r r r - v v V t---<--<_ i>— '-> ti -� I' o; 5c3 — 8c1 1-6d1 t0 8c1 to 5c2 6 12 SPA.a 9 = 9'-O;8c1 6 6 12 SPA.0 9 = 9'-0;8c1 6 > < > 4 � 4 > � SECTION D-D ELEVATION VIEW NOTE:ALL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER l', > 4 SECTION E-E ELEVATION VIEW cjj CONCRETE QTY. GUTTER LINE r (TRAFFIC SIDE) I -2 - 2 EMI 8 TOTAL CU.YDS. 2.1815 r-- GUTTER LINE NOTES: C`) (TRAFFIC SIDE) v CONSTRUCTION JOINTS SHALL BE PLACED AS NEEDED. WHERE ABUTTING < = M SECTIONS ARE PLACED AS SEPARATE POURS,A BUTT JOINT MAY BE USED. . -- G:1 8 8 2 A LONGITUDINAL REINFORCEMENT SHALL BE EXTENDED INTO THE ABUTTING = _ , >3 SECTION A MINIMUM OF 2'-6 SPANNING THE BUTT JOINT. Ili C3- ;) > 14 R=3" TYP. aD I R=3"TYP. .+"" A A ili rjr*" 5c2 411011/11111'ii 3tra 5c2 IVIIIOr ^ 4d2 Aldo _...-,, /1 QN w Q d PIPNIIIII M w Illkillili 6d1 0 O Sc3 k �no - - w I • 4 54"HALF SECTION Cr- II"II Ilf. Cd2 N N a 4d2 , MEDIAN RAIL / a_ M 11114/111 II IIII TOP OF ri r M I �� r rRDWY. inY M —N NA 1.1 S\�- P°\G ,... I'-6 8c1 STAGGERED 2'-O 8c1 STAGGERED < >1 4 42" HALF SECTION SECTION A-A t MEDIAN RAIL BARRIER RAIL VIEW OF MEDIAN BARRIER RAIL REINFORCING SECTION B-B 42" HALF SECT. TO 54" HALF SECT. TRANSITION SECTION BARRIER RAIL (#4 - 42" HALF TO 54" HALF) REINFORCING MEDIAN BARRIER RAIL ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER I M-080-6(320)244--1 3-52 SHEET NUMBER U.4 11:32:43 AM 11/4/2014 frankg P:\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTraiI-U-Shts.dsn GENERAL NOTES: BRIDGE DECK DIMENSIONS TABLE THE ,NTENT or THIS DESIGN S TO CONSTRUCT A 272'-0 X i2'.0 PRETENS:ONES PRESTRESSED INDEX OF SHEETS CONCRETE BEAM BRIGGE ON A RECREATIJNA_ TRAIL OVER INTERSTATE 60 IN IOWA C,TY. `OWA. NO. 1 ITEM UNIT I QUANTITY ----.--- NO. °ESCRIFiIC\ THE BR DOE IS DESIGNED FOR HL-93 LOADING,PLUS 20 LBS.PEP SQUARE FOOT ROADWAY FOR I DECK LENGTH L.F. I 27'5.2 --_ v.0 GENERAL. NOTES FUTURE WEARING SURFACE. 2 MINIMUM DECK WIDTH L.F. I 14.u' V.C2 BRIDGE QUANTITIES THE CITY AND LIT ILITY COMPANIES WHOSE FACij.1T1ES ARE SHOWN ON THE PLANS OR KNOWN TO 3 MAXIMULU DECK WEOTH L.F. `8.0 V.03 SITUATION PLAN BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOT,FIED BY THE BRIDGE CONTRACTOR OF THE DECK AREA SF 3a9c V.04-V.OY PIER DETAILS CONSTRUCTION STARTING DATE. V.06-V.07 ABUTMENT DETAILS THE BRIDGE CONTRACTOR SHALL NOT DISTURB OR DAMAGE ANY WORK NOT PART OF THIS CONTRACT. V.06 RETAIN NG wALL PLAN IF tuo DAMAGE OCCURS It SHALL BE REPAIRED DR REPLACED AT NO AIDITIONAL CCST TO THE V.O9 SOTH+ RETAINING WALL DETAILS STATE OR coy, V.aO NORTH RETAINING WALL DETAILS V. !-V.02 SUPERSTRUCTURE DETAILS ALL CAST IN PLACE CONCRETE EDGES SHALL BE CHAMFERED i' UNLESS OTHERWISE SHOWN. V.t3 LONGITUDINAL SECT ON AND PLAN F ACCESS S NEEDED 73 LAND .L'TSIDEE TH . CONSTRUCTION .IM'TS FC!R IVOvEMtNT Ot EOUIPMENT V.14 TOP OF SLAB ELEVATIONS oR MATERIAL STORAGE,THE CONTRACTOR IS REQUIRED TO OBTA=N PERM:SS ON FROM THE TENANT V.JS CAMBER i SLAB THICKNESS AND OWNER OF PROPERTY. V,E6 HAUNCH ELLVAT IONS AND DE AILS V.17 DECK REINFORCING DURING CONSTRUCTION OF THIS PROJECT THE BRIDGE CONTRACTOR WI_L BE REQUIRED TO COORD=HATE v.IB REINFORCING BAR L ST AND QUANTITIES OPERAT,ONS WI H THOSE OF OTHER CONTRACTORS WORKING WITHIN HE SAVE AREA.OTHCR WORK 'N V. 9 INTERMEDIATE DIAPHRAGM DETAILS PROGRESS DURING TI.'E SAME PEHIDO OF TIME WILL INCLUDE,BLit is NOT t;M'TED TOT,CONSTRUCTION OF PROJECTS LISTED ON SHEET .t,'s, v.20-V.21 B70135 BEAM DETAILS V.22 RA ILxNG i FINISHING NOTES iT SHALL BE THE BRIDGE CONTRACTORS RESPONSIBILITY TO PROVIDE SITES FOR EXCESS EXCAVATED V.23 m RAH_INC; LAYOUT MATERIAL.NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE 5,TES. V.24 CONCRETE TEXTuRE AND SEALER NCTES EXCAVATION QUANTITIES FOR THE ABUTMENTS ARE BASED ON THE ASSUMPTION THAT ABUTMENT FILLS ARE V.25-V-29 RAILING DETAILS IN PLACE PRIOR TO STARTING BRIDGE CONSTRUCTION. V.30-V.32 L'GITING AAG CONTT T DETAi_S ^`_.�__ SLIETORAIN DETA+L� THESE BRIDGE PLANS LABEL A.. R£:RtORCtNG STEELV. TH ENGLISH NOTATION (5g SPECIFICATIONS:tS 8 INCH DIAM_TERv.34 ABUTMENT BACKE:'ILL DETAI BAR).ENGLISH REINFORCING STEEL RECEIVED IN THE FIEL D MAY DISPLAY THE FOLLOWING "BAR DESIGNATION S,^I,.d rF T� t { �- cN OWA RIDOL DES! N W NJAI V'.35 M r.ADau STONE SLOPE PR C<ION THE "BAR DESIGNATION' IS THE STAMPED IMPRESSION N E RE NLORC`NG BARS,ANTI •S EQUIVALENT TO HE UI- v�. A_kT" _ a D 6 ce., .._R ES 0 2G 2,EECG, AS NOTED IN THE CURB_ $ G _ BAR. 0;AMETER IA MILL IMETER4, v'.36 BRIDGE APPROACT415AVEMENL_ '1 1 CONSTRUCTION: PWA DEPARTMENT OF TRANSPORTATION STANDARD SPECiL`ICATIONS -^•_=(°"> "OR HIGIaWAv ANDBRrC:GE CONSTRUCTION,SERIES 2042,P u5 :.- --S � �° ENG ISH SIZE 3 1 4 5 6 7 8 B u 1it APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS,DEVELOPMENTAL f SPECIF!CATIONS,S3UPPLEMENTAL SPECIFFCAIIONS AND SPECIAL PROM;StONS n 3 BAR DESIGNA",ON I •'a I ' I3 16 a 22 t 2" 125 32 13cry c THIS PRO,}EDT. --t_ I SHALL APPLY TO CONSTRUCT ION WORK ON S ; - t- C TrIE BRIAGE CONTRACTOR SHALL ?REBORE HOLES T_•=? THE ABUTMENT * ES.HO HOLES S'-ALL BE BORED TO THE 2012 STANDARD SPEC+rICATIONS =0' k-IGHWAY AND BR DGE CONSTRUCTION f-i ^' t ELEVATIONS SHOWN ON THE "LONGITLlCIINAL SECT ' ALONG CENTERL INE RE CPI ATICVA_ TRAIL"ON SHEET \'.CT NCORPORA'E THE FOLt_OWiN SuPPLEMENTA: SPEC ANC DEVELOPMENrAL NOTE: PILES SHALL. BE DRIVEN THROUGH THE HOLES TO A' ;.EAST THE SPEC :E D£S'GN BEARINC. SPECIF'CATIONS SEE D_S GN SHEET C.=t}-TfeR•PO: T'ON PREVENT ON PLAN. fJ THE BRIDGE CONTRACTOR ':S TO INSTALL SUBDRAINS BEHIND THE ABu7MEN'S AS DETAILED THE SLIB"'PAI15 DEVELOPMENTAL SPEC'FICATCNS FOR COLORED SEALER COATING FOR STRUCTURAL CONCRETE, - SHALL BE 4" DIA.DEERFDRATED SUB-DRAIN (POLYETHYLENE CORRUGATED TUBIN:.I. THE SLIBORA!N OLITLE- K . Fes.) CONS'ST OF A 6'LENGTH OF PIPE WITH A REMOvABLE RODENT GUARD AS DETAILED IN THESE =LANS THE SPECIAL PROVISIONS FOR CAST STONE SHALL APPLY TO WORK ON TEAS PROJECT. *:'',WAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENS'DNS UNLESS STATED I EPK;'SE. TRAFFIC CONTROL PLAN :';[I TIDN TEE BEVEL USED ON THE K£YWAt' SHAL=. BE t=MITED TO A MAXIMUM OF 10 DEGREES =F%OW N'STE 'HE ROADYAY 44:t_L 3E OPEN VERB CAL. ' DESIGN STRESSES: TO T•IRL, TRAFFIC. REFER TO AL REINFORCENG BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE: SHALT: BE DEFORMED TES' N STRESSES EDP THE F _LDW!NG WATER'ALS ARE iN ACCORDANCE TIE TRAFFIC ONTROi PLAN REINFORCEMENT oNL SS OTHERWISE NOTED OR SHOWN. WITH THE AASHTO LRFD BRIDOE DEISsON SPECIE,CAT;DNS,6T11 Ed,SERIES OF 2Oi2. SHOWN E..SEWS-ERE IN THESE PANS. RE N:El ' LI' STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 5,GRADE ED, ALL UNITS ARE IN 'ELT AND INCtiS UNLESS OTHERWISE NOTED. CONCRETE V ACCORDANCE WITH LRFD AASHTO SECTION 5,1"c . 4.0 KSI, EXCEPT PRESTRESSED BEAM C.DNCRETE AS NOTED. • PRESTRESSED CONCRETE BEAMS,SEE SHEET V,20. STRUCTURAL STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 6. ASTM A'O9 GRADE 36 AND GRADE SO,AND GRADE 50W (AASHTO M270 GRADE 36,GRADE 50,AND GRADE SOW) i hereby 4ert fy that this Erg,neerrg doE:p Eert was prepared ty tee er L,de, my tireLt ee,SON!. ssipery 15 ler'argil that e 0*1.”10,V,, I am A dwiy lacensec PTerptsiTIA1 Eaglher, eFr" ••,�E�`'� ri&r Erse ra.> cr the State r, to.a. / co el co : C.ME» Z 1.,. mu. •'+ M;C,+hEL F. t;Avgh Cate ?6'-( ►e 135` G , • :'k t Ice gib nse L er ;0E14 .®_..._.. -- O �! S. T/OWE, My 'teems, rent.), date t5 Bere'ECe 731,2..i 4 ;%° •;r'43"iT Ti�,l Fage,)sheets true-ea Cy tT:s sea : C TRAIT & Y V.36 r t ;-7 - '¢ F[�h: 2i '•i' SKEW ..1.. ,TA. 35-32.66 `12'-0 X 272'-0 ;ERG.S.ABu / PIER 0 VA 36.68,86 C ERG.S.AB T.� PRETENS I ONED PRESTRESSED TRAIL Ct BR6.N.ABUT.0 N. 620386,4902 N.620500.5 62 CE 'RAIL CONCRETE BEAM BRIDGE L. 7561949i8 Li.2 75545.3698 1t.620614.5422 i6' O END SPANSE.?175414.2476 GENERAL NOTES FOUNDATION LAYOUT s.A. E.,-32.66 TRAIT. OVEn ;-KO i'Ef,TRUARY,205 JOHNSON COUNTY IOWA OEPARTYET.' Di 'G!ASP L}ri`A- c‘N - CI4WAY TIIViS'ION j����/M�/��� YE;Ct SHEET NO. 1 C a N. __ i _'C;7T ., :fi_l IT EIt ,J, ,N '..,,I., AECOM .`.T-''DELA L C. 'T'' ;IJECT N LOTH IV-CT: 61T231?6 .. '> _ ELT Nt l4$TER V.01 '2:2...,i I'') .'rot... i.As,;. .I r. ,;r-ctAE7i'76'z7v.. -.CAY:fvOC)_T r."t&pr \J:1,a.AiBC.SIR TEM NO. EST I MATE REFERENCE I NFORMAT I ON DIVISION II:BRIDGE CONSTRUCTION 2402-2720000 CLASS 20 QUANTITIES ARE BASED ON THE ASSUMPTION THAT THE APPROACH TRAIL AND ABUTMENT ESTIMATED BRIDGE QUANTITIES DIVISION III:NON PARTICIPATING BERM SLOPE FILLS ARE COMPLETED PRIOR TO STARTING CONSTRUCTION OF THE ABUTMENTS AND PIERS. DIVISION II DIVISION III INCLUDES 112 C.Y.AT THE ABUTMENTS AND 142 C.Y.AT THE PIER. ITEM NO. ITEM CODE ITEM UNIT QUANTITY QUANTITY AS BUILT QUANTITY UNSUITABLE OR EXCESS MATERIALS SHALL BE WASTED OFF SITE. 13 2402-2720000 EXCAVATION,CLASS 20 - CU.YD. 254 14 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) CU.YD. 264.7 2403-0100010 INCLUDES 25.2 C.Y.FOR THE ABUTMENTS,82.2 C.Y.FOR THE PIER, 149.7 C.Y.FOR THE SUPERSTRUCTURE 15 2403-7302000 COLORED SEALER COATING FOR STRUCTURAL CONCRETE S.Y 1,001.8 AND WINGS,AND 7.6 C.Y.FOR THE TRAIL APPROACH SLAB. 16 2404-7775000 REINFORCING STEEL LB. 153 INCLUDES COST OF PREFORMED JOINT MATERIAL,AND PVC PIPE WITH EXPANDING FOAM IN WINGS. 17 2404-7775005 REINFORCING STEEL,EPDXY COATED LB. 50,754 INCLUDES COST OF U-BOLTS AND PVC PIPE BOXOUTS WITH PVC CAP AND CAULK FOR FUTURE UTILITY. 18 2404-7775009 REINFORCING STEEL,STAINLESS STEEL LB. 66 _ INCLUDES COST OF FURNISHING AND PLACING SUBDRAINS (INCLUDING EXCAVATION),FLOODABLE BACKFILL, 19 2407-0564135 BEAMS,PRETENSIONED PRESTRESSED CONCRETE,BTDI35 EACH 4 POROUS BACKFILL AND GEOTEXTILE FABRIC AT ABUTMENTS.SEE SHEET V.34 FOR ADDITIONAL INFORMATION. 20 2408-7800000 STRUCTURAL STEEL LB. 2794 NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR HEATING AND PROTECTING OF CONCRETE, IF NECESSARY. 21 2414-6460000 ORNAMENTAL METAL RAILING L.F. 629.3 CERTIFIED PLANT INSPECTION IS REQUIRED. 27 2431-0000100 SEGMENTAL BLOCK RETAINING WALL S.F 540 ARTICLE 2428 REGARDING BRIDGE DECK SMOOTHNESS DOES NOT APPLY TO THIS PROJECT. 33 2501-0201057 PILES,STEEL,HP 10 X 57 (7e80'S.A.,8080'N.A.) L.F. 1200 2403-7302000 INCLUDES COATING THE EXTERIOR SURFACE OF ALL CONCRETE BELOW THE DECK, INCLUDING THE EDGE OF DECK, 34 2501-0201253 PILES,STEEL,HP 12 X 53 (24060') L.F. 440 35 2501-6335010 PREBORED HOLES (15010') L.F. 150 THE UNDERSIDE OF THE OVERHANG, THE BOTTOM OF BEAMS,ABUTMENTS,WINGS, PIER AND DIAPHRAGMS.THE COLOR 36 2501-8400170 TEMPORARY SHEET PILE AND SHORING LS. _ OF THE SURFACES VARY.SEE SHEET V.23 AND V.24 FOR ADDITIONAL INFORMATION. 47 2507-2638620 MACADAM STONE SLOPE PROTECTION S.Y. 300 SEE THE DEVELOPMENTAL SPECIFICATION FOR "COLORED SEALER FOR STRUCTURAL CONCRETE" FOR ADDITIONAL 62 2523 0000200 ELECTRICAL CIRCUITS L.F. 800.0 INFORMATION. 63 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH ' 7 4 64 2523-0000400 CONTROL CABINET EACH I 2404-7775000 INCLUDES QUANTITY FOR ABUTMENT PILE SPIRALS AND SPACERS. 75 2599-9999005 DECORATIVE COLUMN EACH 10 REINFORCING SHALL BE GRADE 60. 79 2599-9999009 CONDUIT,2 INCH DIAMETER LF _ 1,565.0 2404-7775005 INCLUDES 10,712 LBS.FOR THE PIER AND 40,042 LBS.FOR THE SUPERSTRUCTURE,ABUTMENTS AND WINGS. INCLUDES 628 LBS.FOR THE APPROACH SLABS. REINFORCING SHALL BE GRADE 60. STANDARD ROAD PLANS 10101 -11-4 2404-7775009 INCLUDES QUANTITY FOR APPROACH SLAB DOWELS TO BRIDGE PAVING NOTCH.SEE BRIDGE APPROACH DETAILS The following Standard Road Plans shall apply to construction work on this project. ON SHEET V.36 FOR ADDITIONAL INFORMATION. Number Date Title 2407-0564135 INCLUDES COST OF BEARING MATERIAL,COIL TIES,AND COIL RODS. LI-103 10-21-14 CONDUIT AND PRECAST HANDHOLE 2408-7800000 INCLUDES FURNISHING AND INSTALLING INTERMEDIATE STEEL DI APHRAMS.SEE DETAILS ON SHEET V.19 FOR LI 104 10 21 14 JUNCTION BOX (CAST IRON) ADDITIONAL INFORMATION. 2414-6460000 INCLUDES ANCHORBOLTS,SHIMS,COATINGS,AND OTHER APURTENANCES, INCLUDING EXCAVATION,BACKF ILL,AND BERM SLOPE L O C A T I ON TABLE CONCRETE FOR WING POSTS. SOUTH ABUTMENT NORTH ABUTMENT INCLUDES ALL LABOR,EQUIPMENT,AND MATERIALS NECESSARY TO FURNISH AND INSTALL THE RAILING AS DETAILED POINTS STATION OFFSET ELEV. STATION OFFSET ELEV. ON SHEETS V.22-V.29. METHOD OF MEASUREMENT AND BASIS OF PAYMENT IS LINEAL FEET OF RAILING INSTALLED MEASURED TO THE TENTH Al 34+50.21 11.00'Rt. 734.42 36+07.50 11.00'Rt. 734.16 OF A FOOT. A2 34.54.21 0.00' 734.38 36+11.39 0.00' 734.10 • A3 34+58.09 11.00'Lt. 734.32 36+15.29 11.00'Lt. 734.05 2431-0000100 SEE SHEETS V.08 - V.10 FOR LOCATION AND DETAILS. A4 33+73.19 90.48'Rt. 731.30 36+87.92 39.70Rt. 748.10 A5 33+77.80 63.30'Lt. 739.90 36+91.92 60.07 Lt. 741.30 ' 2501-0201057 L�l INCLUDES PILES FOR ABUTMENTS. 81 33+97.79 11.00'Rt. 751.10 36+60.14 11.00'Rt. 751.00 �'� PILE POINTS SHALL NOT BE USED ON THIS PROJECT. B2 34+01.69 0.00' 751.10 36+64.03 0.00' 751.00 LO f t SEE PILE NOTES ON SHEET V.07 FOR ADDITIONAL INFORMATION. B3 34+05.58 11.00'Lt. 751.10 36+67.92 11.00'Lt. 751.00 I �e_f B4 33+73.19 30.93'Rt. 751.10 36+87.92 31.00'Rt. 751.00 .2501-0201253 1---- INCLUDES PILES FOR PIERS. B5 33+77.80 31.00'Lt. 751.10 36+91.92 30.97'Lt. 751.00 C yr_ PILE POINTS SHALL NOT BE USED ON THIS PROJECT, BERM SLOPE ELEVATIONS REFLECT THE GRADING SURFACE "') C. SEE PILE NOTES ON SHEET V.05 FOR ADDITIONAL INFORMATION. 2501-633 THE BRIDGE CONTRACTOR SHALL PREBORE HOLES FOR ABUTMENT PILES.HOLES SHALL BE BORED TO THE ELEVATION SHOWN ON THE "LONGITUDINAL SECTION ALONG c_ OF RECREATIONAL TRAIL" ON THE SITUATION PLAN.PILES SHALL BE DRIVEN THROUGH THE HOLES TO AT LEAST THE SPECIFIED DESIGN BEARING. 2501-8400170 INCLUDES ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO FURNISH, INSTALL,AND REMOVE TEMPORARY SHORING AS REQUIRED FOR THE CONSTRUCTION OF THE PIER FOOTING.EXISTING CONCRETE FROM THE ADJACENT 1-80 LANES SHALL NOT BE DISTURBED. DISTURBED PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST. 2507-2638620 INCLUDES ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO FURNISH AND INSTALL SLOPE PROTECTION AS DETAILED ON SHEET V.35. 2523-0000200 SEE DETAILS ON SHEETS V.30-V.32 AND SECTION 2523 OF THE STANDARD SPECIFICATIONS. 2523-0000310 SEE DETAILS ON SHEETS V.30-V.32 AND SECTION 2523 OF THE STANDARD SPECIFICATIONS. DESIGN FOR 21°16'43"7SKEW L.A. 2523-0000400 SEE DETAILS ON SHEETS V.30-V.32 AND SECTION 2523 OF THE STANDARD SPECIFICATIONS. 12'-0 X 2/ 2'-O PRETENS I ONED PRESTRESSED 2599-9999005 COLUMNS SHALL BE CAST STONE. CONCRETE BEAM BRIDGE INCLUDES LIGHT FIXTURES,HARDWARE,LABOR,EQUIPMENT,AND MATERIALS REQUIRED TO FURNISH AND INSTALL COLUMNS AS DETAILED IN THESE PLANS. 136'-0 END SPANS SEE SHEETS V.22-V.25 FOR DETAILS. BR I D G E Q U A N T I T I ES SEE SPECIAL PROVISION FOR CAST STONE FOR ADDITIONAL INFORMATION AND REQUIREMENTS. STA. 35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 METHOD OF MEASUREMENT AND BASIS OF PAYMENT IS EACH COLUMN FURNISHED AND INSTALLED. NOTE: INCLUDES COLORED SEALER AS SHOWN ON SHEET V.23. ROADWAY QUANTITIES SHOWN JOHNSON COUNTY ELSEWHERE IN THESE PLANS. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 2 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.02 7:55:45 AM durbahnm L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\180.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST.BRIDGE OVER 1-80,ELEV.758.13 790 790 S.ABUT.BRG. PIER I (FIXED) c. N.ABUT.BRG. 780 L DEGK__ELE)L.= 758.J4 PROPOSED DECK ELEV.= 759.32� DECK ELEV.= 758.03' 780 EXISTING 77O EMBANKMENT GRADE 770 LOW STEP + + LOW PIER CAP STEP + LOW STEP 760 ELEV.= 752.57 I BERM ELEV.= 751.1 1 ELEV.= 753,95 BERM ELEV.= 751.0 I ELEV.= 752.47 760 750 - t,..... .. ,'i -750 740 ELEV• OF 749.07 \ 2 UVOR BLTD BEAM (TYP.) MV.C•IN.E.B. V.C.MIN.W.B. z ..\ IN°0Mp S. 90 730Boll.OP rto. s - ' -- M 2 ELEV.= 748.97 EXISTING GROUNDLINE 730 7')O BUTT.OF PREBORED HOLES T FUTURE 1-80BOTT.OF PREBORED HOLES L „ FUTURE 1-80 S ELEV.= 739.0 720 ELEV.= 739.1 -'1--- - i:---'- 7I 0 710 BUTT.OF FTG. •„' ;; ELEV.= 728.95 ;; ;; ;; ; 700 (SEE NOTES SON7 S SHEET TEEL BV 07) PILES MACADA'ION LOPE (SEE STONE OSSHEET V.35) (SEE NOTE2ON3 SHEET STEEL VBO5RING PILES 8 80'HPIOX57 STEEL BEARING PILES 7OO (SEE NOTES ON SHEET V.07) LONGITUDINAL SECTION ALONG RECREATIONAL TRAIL EAST BOUND LANES: LOW SUPERSTRUCTURE STA.= 34+91.35,4.0'RT.,ELEV.= 753.82 1-80 STA.= 916+11.68,37.2'RT.,ELEV.= 736.17 CLEAR = 17.65' z ', / ;' / ' 6, // WEST BOUND LANES: • O •9 Wl' ?3; HIGH TENSION / /;' LOW SUPERSTRUCTURE STA.= 35+71.04,4.0'RT.,ELEV.= 753.81 1- _._�s _- - r % /O CABLE GUARDRAIL /I ?j 180 STA.= 915+82.76,37.0'LT.,ELEV.= 736.02 C ) 30 -� , / i.• CLEAR 17.79' W i3.-.-7 ..--- ' •Si 9is I _ 7 • �';� /O 275'-25 FACE TO FACE OF PAVING NOTCHES /% i' :rxt _ a: ',9 A5 '3 �' � � 's8%I `'' , 8 / l //lll l �� 3/ �3 �v / �ICI r� AS MINIMLEARANREICAL J JZ S3 q 9 \ I'-716 • < I ;I ) ? 272-0 � TO � ABUTMENT BEARINGS ,,; /;• � 7 '� - a -}} "CEN. / , < NOTE:EXISTING CONTROLS o cc z n < 1: S.ABUT.BRG. 136'-0 q S.ABUT.BRG.TO c, PIER I 136'-0 PIER I TO q N.ABUT.BRG S q I o STA.33+96.86 I< r / / �:/ I' L • `�' - : EXISTING �3g b �/ / 21°I6'43" STA.35+32.86 REC.TRAIL 9� < N.ABUT.BRG.��' Tqs o I •0? B5 - ../9 lli / i PIER I , 9S 6 x ;n, -. 3g, EMBANKMENT 't,r; �g ('m�/ TA.3 +32.86 STA.915+92.88 180 /, Ff STA.36+68.86 •SO 2 = _��Q•:� .' g, , END OF REINFORCED \F,,S / A3 ,! L.' i B5 \ ,� t V .,'.a.. •j9g Cr) APPROACH PAVEMENT T• ,PR -,i, / lI 1� :"� i S (o STA.33+87.25 •\ :3 �� ,p A4/ POINT OF B / poi OF WB /(7 � (, 1q) ��• \ •� <.... \.� / c. TRAIL & MIN.V.C. B 2, B / ELEV.= 757.96 - - 2 -.< _--- -------- ----_-_- ----- - MIN.V.C. - �- \ '�o\ � � •;� q BRIDGE / -' a Ap `;it / fiyOR ii,� � 3 r;:ei..sV:+:tt:Lr:+:t`s:s4r:+t oa!i.-( M --- --Sill' - cr �a� .r:K�Ss,. ._MA// v•... .:_ -�� -y 1 TRAIL & C s �� ��q Y _, �_,.,? LE GRADE T rn J9 3® ����/ -���INA,�1.,�/ ? - 9 B �;��/�� .\ ,q'-<t -0 2 ,> 6 /��� � /� ; .r i r / -r .�. 6` e6y •9 �//18��•/ '�/1�/-•g I)�\�_ �,,,��i�'�r� li = 3' 0 BERM (TYP.) !'i/:��' ��, � � C L�/ ___________________________________-__. -- Da '. i'•.••:••-• NO •.••- 7M- %/& /- N ♦.)ram ��:• _�♦ •qs -ni j�- • 4C.•.jai to-F• U/. TEMPORARY /,,,,, 'q O 7rrx .Ii_ j':SiS_�YtT•v'�:_iik =\`\o m� •• N. ,�•,\t��- j8•, / 81 / S rift. �,ffi� 9 a Al32 B 1 f�.v�:�\� a , a•1� \`` .. 2 �3 ,; Lq 0 ./ H• T SHORING (TYP.) `� .r'(j /,'•' 92 \ES I..t I0- Cb '' N NOTE:BERM TO EXTEND AROUND WING 9S> /I 9,e5 �3�, /L' 3;° /24' eft•/Sj/ 3'-° BUMPOUT (TYP.) ii. `1PR B4I IT-rwN \`''`,`� • )`� EXTENSION AND TIP OF SEGMENTAL BLOCK / R /2', 4NF NG Fk, , /' iJ� . q1, RETAINING WALL. /�/ . 43.... 2i° /' - S Sit i/i 3 % / - - 9 �\ 2� SEGMENATAL BLOCK 840 9 T, $ • / / /2'- / /' \ 24"RCP,-I 9g •RETAINING WALL /I// i 27 O i 9 •.9--• ,� \ (TYP.) lJ / / ,/I, fi ---"------/-- A4 y 4R 3 /i / l) ,� qS / y 3y EXISTING BARRIER 9 /- / J q93 END OF REINFORCED• \ \ q / l • • -• / y E ER) MENT r / r i Ir (REMOVE AND REPLACE /'/ lg6q APPROACH PAVE N' je 24"RCP �� i/ o • NEAR =� - STA.36+78.47 \ ;55 QELEV.= 757.8581 •,3 - 6¢ - / r 28 Q �3 �` • j ?99 fq�)9 SEE SHEET V.02 FOR BERM \'\ `.> g OPE LOCATION TABLE.------------ / ;'! / oJ/----7 q oJ2 9 JS� �' / m m q 22q � 9 �qg SL \----------- 7 ,q9 ti Oy7q, �,I 1EXISTING RAIL ALL UNITS ARE IN FEET AND INCHES UNLESS OTHERWISE NOTED. STA.35+30.00 (U.A.C.) P.G180S I T U A T I 0 N PLAN DESIGN FOR 21°16'43" SKEW L.A. ELEV.760.82 LOCATION12'-0 X 272' 0 VCL = 300.00' DUBUQUE STREET TRAIL PR ETENSI ONEDPRESTR ESSED K= 75 STA.910+60.00 ETA.ki= CONCRETE BEAM BRIDGE ELEV= 732.43 ELEV.= 754.76 OVER INTERSTATE 80 +0,503/. T-79N R-6W 136'-O END SPANS +2.00' 2•00! _ SECTION 33 SITUATION PLAN L PENN TOWNSHIP TRAIL 1 -80 JOHNSON COUNTY CITY OF IOWA CITY STA.35+32.86 TRAIL OVER 180 FEBRUARY,2015 PROFILE GRADE PROFILE GRADE FHWA NO.700580 0 ENGLISH 40 I JOHNSON COUNTY (PER PROJECT PLANS IM-NHS-080-6(221)243--03-52) LATITUDE:41°41'I1.53"N SCALE IN FEET I IOWA DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION NOTE:SEE GRADING SHEETS FOR HORIZONTAL CURVE DATA. LONGITUDE:-091°32'26.51"W DESIGN SHEET NO. 3 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM 4COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.03 3:08:02 PM OrosteJ L:\work\project\60276947\000_CADD\001_Oraft&Des\BR_F1nal\I80.STR 4'-6 I BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER 1-80,ELEV.758.13 < I. SYMMETRICAL ABOUT c. PIER & it 4 SPIRAL ALIGNMENT UNLESS OTHERWISE SHOWN D•J I IOaI , CO(' COLUMN—s! I _ \Z a 1 39 SPA.O 6" = 19' 6;40 4c1 3 4c1 • • • /•� 48 ► ja 1a< �� / BEARING I 8d2 rt BEARING\\ I j 4a2—_• • o - \ j I N \ 2'-0 9b1—\ "' �— — — - — - — — — — \ — —�— - — r-----,r,--- -----------------7\--f�L -- -—1 ---- A AT M - T\ i 3 4 SP.C I'-0 = 4'-0 3 is: w— — — — — — — — •L /— — — — — > -4a 3'-0 I \ < > 'I SECTION A-A SECTION B-B I —r48 2 x 8 KEYWAY (TYP.) 10a1 (TOP)& 9b1 (BOTTOM) '-0 * BAR SPACING APPROX.7 i I BE x I' 0 x 0'-3 BEVELED KEYWAY (TOP & BOTTOM 5'-8 4'-3Z EACH COLUMN) < s < HALF REINFORCEMENT 0 ° PLAN SEESEE SHEETEET V.05 V.05 FORFOR SECTOIONSD-D. HALF BEAR I NG 4'-6 SYMMETRICAL ABOUT PIER & :1 SEAT PLAN ALIGNMENT UNLESS OTHERWISE SHOWN ! 6 3'-6 6 I' 0 x I' 0 x O' 3 (p 414 6 > BEVELED KEYWAY Y (TOP & BOTTOM /4021 Oal LEV.= 753.95 4 2 3 ` �� EACH COLUMN) ! 1 I � 1 o i ROUND j ^ "--`. I — C, 1 COLUMN J I _ 1 1 J j L - L J 9bl - _ 5'-8 $la 4' 31 s! - A I - + 8d2 I j - _ tt 4 SPIRAL D 3,-04 — ` ' tt4 SPIRAL 2'-3 Ln 1 j - PIER >j< s 6 II - + I3-8d2 I 6 \______, . 7 4 A f> — I n ! c kg: 4b2 4e3 (4b2 r i"., J L,_J I , L A L- J • • 0Cl— �>: j ! + 4e3 4e3 • I _. 1 C.? I i Q1_4b2 o i a / 1 s cv - r? < 6 9 � C II lOdl w. Li D D D o cam.+ ^ j ^ o j o V^^ Vnn jnn V I V o: v as 13 SP.G I' 0 = > 4 3 N 1.E 3'-6 < 6' 0 �I I3'-Q; I4-4e3 8' 0 7. l 3' 0 , - 8 0 >• r ! 4e1 ILEV. 732.95 1 ..< 15IOdI (EACH FACE) u 4e1 4eI-� �s4e1 MV �r i 6fI SECTION C-C L J L J L J L_61 - IL J , L. J - A • . +7 I 6fiI�J - I 6fi21 DESIGN FOR 21°16'43" SKEW L.A. BEVELED KEYWAY 2'-0 >�< 2'-0 s� > 6f2 121-0 X 2721-0 0 9g1 892 v n j ` Odl 8g2 9g1 PRETENSIONED PRESTRESSED I' o - CONCRETE BEAM BRIDGE J I A A J T T 136' 0 END SPANS 1 ��^ I -y" I _ �� PIER DETAILS 9' 6 I I 1 o a I I 1 1 1 STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 L` ��— —� o ~ —'� — �� �4 JOHNSON COUNTY ELEVATION LEV.= 728.95 END V I EW IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION = :7_ END SHEET NO. 4 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A_C'OM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.04 3:08:04 PM DrosteJ L:\work\project\60276947\000_CADD\00)_Draft&Des\BR_F1nal\I8O.STR P I ER NOTES: 19'-0 REINFORCING BAR LIST - P I ER NO° I < > BAR LOCATION SHAPE NO. LENGTH WEIGHT MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR IS TO BE 1001 CAP TOP,LONGITUDINAL CJ 5 23'-4 502 2" UNLESS OTHERWISE NOTED OR SHOWN. .49'-6 rl< 4'-6 >I< 3'-6 II V-6 4a2 CAP SIDES,LONGITUDINAL 2 IT-8 26 PILE DIMENSIONS SHOWN ARE TO BOTTOM OF FOOTING.BATTER PILES 4:1 IN DIRECTION SHOWN. 6 18 SP.Q I' 0 = I N �° IB' 0; 19 6fl 9b1 CAP BOTTOM,LONGITUDINAL 5 19'-8 334 ALL BATTERED PILES SHOWN SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE y 4b2 COLUMN TOP,LONGITUDINAL 6 13' 2 53 PLACEMENT OF REINFORCING. A . A Q A 1° Ca P THE SPIRAL REINFORCING MAY BE SPLICED BY LAPPING 2'-2.THE LENGTH OF THE SPIRAL SHOWN '-6f2 -r 4c1 CAP STIRRUPS CD 40 I2'-9 341 DOES NOT INCLUDE THE L APPED LENGTH OF THE REINFORCEMENT.0 CEM NT. A CI TO BE INCLUDED IN THE PRICE BID FOR OTHER COST OF THE LAPS AT SPLICES IS II IOdI FOOTING TO COLUMN DOWELS J 38 17'-10 2915 o n, �o E- _8d2 COLUMN,VERTICAL D 26 I2'-3 850 SPIRAL REINFORCING IS TO BE NO.4 BAR WITH 2'-9 OUTSIDE DIAMETER, I'-0 PITCH AND 4 EQUALLY ! 'I- TOP OF FOOTING I SPACED L e X e X e SPACERS PUNCHED TO HOLD SPIRALS.SPIRALS ARE TO HAVE Iz EXTRA REINFORCEMENT j Q 4e1 COLUMN TIES p 70 13' 7 635 TURNS AT TOP AND BOTTOM OF COLUMNS. . - a a r 4e3 TOP OF COLUMN STIRRUPS L� 14 5' 10 55 N o SYMMETRICAL ABOUT C PIER---s: A U THIS PROJECT USED THE LOAD AND RESISTANCE FACTOR DESIGN (LRFD)METHODOLOGY FOR DETERMINING coao (UNLESS OTHERWISE SHOWN) L PILE CONTRACT LENGTH AND NOMINAL AXIAL BEARING RESISTANCE. NOMINAL AXIAL BEARING RESISTANCES - - < 6f1 j 6f1 FOOTING TOP,TRANSVERSE — 19 I8'-8 533 WILL BE LARGER THAN BEARING VALUES IN THE PAST,BUT CONSTRUCTION CONTROL BLOW COUNTS WILL BE X 6f2 FOOTING TOP,LONGITUDINAL 19 I8'-8 533 APPROXIMATELY THE SAME. A WEAP ANALYSIS AND BEARING GRAPH WILL BE PROVIDED BY THE CITY THAT t 0 GIVES THE RELATIONSHIP BETWEEN REQUIRED NOMINAL AXIAL BEARING RESISTANCE AND BLOW COUNT. 1 C COLUMN & v el_ 9g1 FOOTING BOTTOM,TRANSVERSE — 45 I8'-8 2857 FOR THE CONTRACTORS BIDDING PURPOSES,PARTICULARLY FOR THE SIZING OF THE PILE DRIVING HAMMER, r I -I FOOTING Li 8g2 FOOTING BOTTOM,LONGITUDINAL 19 I8'-8 947 THE APPROXIMATE PREVIOUS DESIGN METHODOLOGY BEARING VALUES AT END OF DRIVE (EOD)ARE GIVEN o I 1--- i-- i- i r o BELOW. THESE VALUES SHALL NOT BE USED FOR CONSTRUCTION CONTROL AND ARE GIVEN FOR COMPARATIVE - F -t -r- r r r--i - A ' SHAFT SPIRAL (SEE NOTE) OIIZ1�) 2 74'-2 99 I — PURPOSES ONLY. °� 1 LT ' °I SPACERS L;7 xe' x; x 0.70 8 5' 3 32 THE PREVIOUS DESIGN BEARING FOR THE PIER PILES WOULD HAVE BEEN ABOUT 46 TONS. L 0 10,712 THE CONTRACT LENGTH OF 60 FEET FOR THE PIER PILES IS BASED ON A MIXED SOIL CLASSIFICATION, I' 0 x I' 0 x 0 3 REINFORCING STEEL EPDXY COATED - TOTAL (LBS.) A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 133 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR BEVELED KEYWAY (PHI)OF 0.65. PILES WERE ALSO DESIGNED FOR A FACTORED TENSION FORCE OF 33 KIPS (EXTREME LIMIT o CV (TOP OFYPFOOTING CONC. PLACEMENT Q U A N T I T I ES STATE.) BOTTOM OF FOOTING L I I : LOCATION QUANTITY THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A MIXED SOIL - 1 FOOTING 53.5 --+ CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR OW OF 0.65. a a COLUMN 22 D=� w ' REINFORCEMENT I �° F"" y 0o CAP - 6,/4 THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE PIER PILES IS 103 TONS AT THE END OF DRIVE < 9g1 , "' TOTAL CCU.YDSJ.. OR RETAP. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. - ..+ CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. T ESTIMATE D P I ER QUA_ fd>T-� TI .S 8g 2 �A COLUMN TIES SPACED AT 12" CENTERS MAY BE SUBSTITUTED FOR THE SPIRAL REINFORCEMENT. > 4 :::› _ ITEM -GigT- QUAI VI PAYMENT WILL BE BASED ON THE WEIGHT OF SPIRAL REINFORCEMENT.NO ADJUSTMENTS IN REINFORCING r A v V STRUCTURAL CONCRETE (BRIDGE) C.`fllo. $2x+ STEEL PAY WEIGHT WILL BE ALLOWED.SEE BENT BAR DETAILS FOR SPLICE LAP LENGTH. REINFORCING STEEL EPDXY COATED LBS. ' IOryll1z PIER WALL TO BE FINISHED USING FORM LINER.SEE SHEETS V.23 - V.24 FOR DETAILS. ° 4> A 44 SP.� 5 = » PILES,STEEL,HP 12�X 53 (24 c 60') L W.Fr 1440 I8'-4;45-9g I CLASS 20 EXCAVATION CU.:YD. Via] 142 REINFORCING LAYOUT P I L I NG LAYOUT N =J(.. '�' 6'-0 FOOTING PLAN D 2 a E.I a7 Ft >- (24-HPI2x53 PILES) .4< s 14 EQ.SP.c ABT.9e = I I'-6; 15-IOdI (EACH FACE) r or D=2 •./ SYMMETRICAL ABOUT PIER-- � 1.1 4'-2 zi It 4'-2 > (UNLESS OTHERWISE SHOWN) 4e3 4c1 A A \ � ` � � • r r ROTATE LAP WHEN90° I -N A EVERY LAYER -1� to I'-10 I9'-8 I' 10 r. PLACING BARS 61 IOdI� �< > < >< >I zAFF— , rF -jF ,, �(?D=1o; 1oa1 D o< . v (1------ �o° D=2NII II II II II II io v .. _iL -I II IL - - - II II 11 o 10' II > < I' 4 > A 1 t 4 — 1 I1 r� — — r Q I'-O x I'-0 x 0'-3 I I II II I1 I 1 a J 3' 7 4e1 BEVELED KEYWAY I II II II II I • N �' l\ J / (TOP OF FOOTING I IIL-- JI I IL JI I� J1 "' - 8d2 D=6'J ° 2'-9 4el TYP.) j L J L J L J _ OUTSIDE v DIA. • A r16'-0 1 #4 ALT.COLUMN 4—gel < 4el�n L > . . . \• • • J • . A 1 DESIGN FOR 21°16'43-"7SK�W L.A. 1 r�r IOdI D=104. 0 12 O X 2/ O PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE 136'-0 END SPANS BENT BAR DETAILS P I ER DETAILS SECT I ON D-D NOTE:ALL DIMENSIONS ARE OUT TO OUT.D= PIN DIA. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 SEE SHEET V.04 FOR LOCATION OF SECTION D-D. JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 5 OF 36 FILE NO. 31079 DESIGN NO. 514 - DESIGN TEAM 4COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER V.05 3:08:04 PM DrosteJ L:\work\project\60276947\000_CADD\DO1_Draft&Des\BR_F1nal\180.STR TOP OF DECK- BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER I-80,ELEV.758.13 I- I 17'-6 I z . r w I ABUT.BRG.—'I BEAMS a. 2' 9 12'-0 TRAIL 2'-9 o I" CHAMFER III I vi 1 11.5 % SLOPE 1.5 % SLOPE a a 5b ELEV.A (WEST) ELEV.B 1 w CO6a 8g 3 (EAST) ^P o 6c2 ii 6g2 A TOP OF SLAB 6c2 61 z u 8gI �` L mLa ou o I A • 6g 4 • -- l \I._ --_. �o Lo vr- l I I 1.9 9-2 1 / % I I 11 Sd9 r 694 , I I I w - :8d7IT: _ Sd220'0 PVC PIPETorSOUTH ABU(OMEN PSTSTEP DIAGRAM II- a5d8 & 5k2 OPENING WITH CAPI' IIillFACES TH I I il wm 5d9 -= m -Sd9 41II I 1 I w I' '' ��6 .. / w AM 4tI �/ �\ °7 3 r01 L z • I- BEAMS 'Iii . I/ \I z N ,53� � I ELEV.B (EAST)D- I ELEV.A aili 82 rn 6g4 I 6g2 m o (WEST) POW-44111 ICOIL ROD Q a , • 8f1� 3x3x2' 4p BAR "3x3x2' 42 BAR - " CONSTRUCTION ^_1—-' ""' tD `:3o JOINTlow -- —- I in rn rn 111 KEWAY FORMED BY 8f4 J ` ilia - -_ o-BEVELED 2X8 2" CL. MN 2" CL. m c _' I � y spa No NORTH ABUTMENT STEP DIAGRAM (LOOKING UPSTATION ) 5p2 5 p2 5p1 - I Sf3 & Sf4 PART REAR ELEVATION AT ABUTMENT 22oCL.p1 3, OC 'f„ TABLE OF ABUTMENT(RAIL NOT SHOWN ) ELEVATIONS BOTTOM OF FOOTING PART SECT I ON B-B POINT SOUTH ABUT. NORTH ABUT. ELEV.(SEE TABLE) NOTE: ELEV. A 752.63 752.47 THE SPIRAL AT THE TOP OF EACH PILE ELEV. B 752.57 752.53 TO BE 7 TURNS OF No.2 BAR,21"DIAMETER, BUTT.FTG.ELEV. 749.07 748.97 3" PITCH WITH 3 - 14 x e x e SPACERS PUNCHED TO HOLD SPIRAL. I7'-6 4 4 -9 I 8-O 1 I 4-9 2'-9 .a 2'-0 .. 4'-0 Ala 4'-0 ►. 2'-0 .. 2'-9 4i•-•- 3 , a3 SP.0 9 a 3 4 BEAM BEAM COI .14.. .2'-3i 2'gs _.+ ;w 4-891 ' /,2 B 2 (+�B M= '�- (L I� 9 SP M Sp4 A, t1. 8g 1 \ ', „ �' OaFAr/NcsO 44/ss C.) -�������r I'-9 5d2 & ."� 1 }' 5 5d 0�:l•i�,.'���(TYP.) 5d3 / 2' � + 1-- 5dl l ro ��!'�i./// I / e 9 /,, AS NEEDED FOR P.V.C.CAP (TYP.) -� C 6c2 i �j;,-!y63 *NOTE: SEE r F `\ 8 I r✓, / � g ABUT.BRG. SEE SHEET FOR DETAILS OF COLUMN. 48,41 ' I"_ �� !/���� REINFORCING.BAR 6c2 IS INCLUDED �!1� 1\�—'J ��� �'�,,//� I"(TYP.) IN SUPERSTRUCTURE QUANTITIES. g , I I \l / � / 7`- P.V.C.n :i�i:���`4 CAP I �._./, \ P.V.C.CAP,SEAL WITH 21��i_\. ��Ci ��� j//� �4t1 SILICONE CAULK (TYP.) 6g4 8g I 5d6 �l /��/n`i�!i 5d5 OR Sd9 \� 8g 3Pr % VA, ,/- 5d l l 'I� 6g 2 20"� P.V.C.PIPE � 5d7 ,� 5d8 (SPACE // \_/ fi4 i/ SklI �, �� WITH 5d9) / 8 T. I \�,��I SECTION THROUGH PIPE O 2-5p2 KEYWAY 891 ` \ i,111✓ �j 9 FQ 5k2 v 3 i I •SOA. I� S.o 6' I TRAIL &—y I BRIDGE /�I' /��% y�T�j DESIGN FOR 21°16'43" SKEW L.A. 8g I 12'-0 X 272'-0 3 PRETENSIONED PRESTRESSED 8f4 ►j 136' D END SPA ONCRETE BEAM BRIDGE NS ABUTMENT DETAILS PART SECTION A-A 2 Sp2 STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 NOTE:MIN LAP FOR 5d6 & 5d7 IS 2'-2 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 6 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAMCOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--I3-52 SHEET NUMBER V.06 3:08:06 PM DrosteJ L:\work\project\60276947\000_CADD\00)_Draf apes\BR_FinaI\I80.STR I7'-8 17'-8 8'-10 8'-10 ' I. . .. 1 8'-10 8' 10 TYP.5p1 DOUBLE HOOP SPACING o PILES /'-♦ 9/ 9 P/tf /9, TYP.5p1 DOUBLE d 9� SPq g4a HOOP SPACING a PILES /' 5 P/' /"`I C 3'6 i e , /O /-♦ <F SPq•Q /B�'9U 2-5 2-5p4 // � \ / /-5 l9'-2 (EACH LOCATION)— — ►- _� I j 2-5p4 — •• /'S o j (EACH LOCATION)— �II___ `_�ABUT& PILES0 (TYP.) �I & , PILES (TYP.) w_\ �� r \ M c� 6p3 ABUT. 2-5 4 ° \ ,�� fI/i PILE (TYP.) I p I / —(EACH LOCATION) i� 6p3 G ABUT. 2 5 4 Bf3 ♦` s i —� 8f3 i PILE (TYP.) j V (EACH LOCATION) 2-5p2 /.—r 21 16'43" �j• 78f4 (EACH LOCATION) / \`�\ 2 Sp2 21°16'43" o i \� (EACH LOCATION) / i. APPROACH TRAIL—i v 8f4 I 'v _ 6 \ 5� & BRIDGE /,6 / 1 APPROACH TRAIL--►j i � a� BACK FACE OF in o[ (TYP.) /. / s 6 0� & BRIDGE P =� o 3' 0 , 6 ABUTMENT — (TYP.) /- / G i_ p BACK FACE OF (�—Bf4 Ariip, 6 ABUTMENT 'n v .4-8fy . • 9. slIllip 00 / 00- �j� o o '�, \. SOUTH ABUTMENT PILE PLAN *� ,��� NORTH ABUTMENT PILE PLAN �o. ������ NOTE: 7—HP 10X57 STEEL BEARING PILING REQUIRED NOTE:8—HP 10X57 STEEL BEARING PILING REQUIRED �"f / - `-,' nt a N v..) SOUTH ABUTMENT PILE NOTES: THE CONTRACT LENGTH OF 80 FEET FOR THE SOUTH ABUTMENT PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION,A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 141 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PHI)OF 0.65. ABUTMENT NOTES: THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR RESISTANCE FACTOR (PHI)OF 0.76. REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE ABUTMENT PILES IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE IS 93 TONS AT THE END OF DRIVE. IF RETAPS ARE NECESSARY TO ACHIEVE DECK AND BACKWALL FROM CONSTRUCTION EQUIPMENT,AN APPROPRIATE BEARING,THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE IS 108 TONS AT METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE ONE-DAY OR LATER RETAPS. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PROVIDED BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE CITY. PER PLAN UNLESS PILES REACH REFUSAL. CONSTRUCTION CONTROL REQUIRES A EXPOSED ABUTMENT CONCRETE TO BE FINISHED USING FORMLINER.SEE WEAP ANALYISIS WITH BEARING GRAPH. SHEET V.23 AND V.24 FOR DETAILS. THIS PROJECT USED THE LOAD AND RESISTANCE FACTOR DESIGN (LRFD) FOR DETERMINING PILE CONTLENGTH AND AXIALDOLOGY BEARING RESISTANCE. NOMIMAL AXIIALACT BEARING RESISTANCES WILL NORTH ABUTMENT PILE NOTES: BE LARGER THAN BEARING VALUES IN THE PAST,BUT CONSTRUCTION CONTROL THE CONTRACT LENGTH OF 80 FEET FOR THE NORTH ABUTMENT PILES IS BASED BLOW COUNTS WILL BE APPROXIMATELY THE SAME. A WEAP ANALYSIS AND ON A COHESIVE SOIL CLASSIFICATION,A TOTAL FACTORED AXIAL LOAD PER PILE DESIGN FOR 21°16'43" SKEW L.A. BEARING GRAPH BETWEEN WILL BE AXIAL CITY THAT BLOWECOUNTNSHIP 272/_O BY THE 12�_O X (PU)OF 146 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PHI)OF 0.65. TO T. ACCOUNT FOR CONSOLIDATION UNDER THE NEW FILL,THE FACTORED AXIAL LOAD FOR THE CONTRACTORS BIDDING PURPOSES,PARTICULARLY FOR THE SIZING LOAD A FACTORED DOWNDRAG LOAD OF 28 KIPS. PRETENS I ONED PRESTRESSED OF THE PILE DRIVING HAMMER,THE APPROXIMATE PREVIOUS DESIGN METHODOLOGY THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS CONCRETE BEAM BRIDGE BEARING VALUES AT END OF DRIVE (EOD)ARE GIVEN BELOW. THESE VALUES SHALL DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE 136'-0 END SPANS NOT BE USED FOR CONSTRUCTION CONTROL AND ARE GIVEN FOR COMPARITIVE PURPOSES FACTOR (PHI)OF 0.76. ABUTMENT DETAIL S ONLY. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE ABUTMENT PILES IS THE PREVIOUS DESIGN BEARING FOR THE SOUTH ABUTMENT PILES WOULD HAVE BEEN 110 TONS AT THE END OF DRIVE. IF RETAPS ARE NECESSARY TO ACHIEVE BEARING, STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 ABOUT 49 TONS. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE IS 126 TONS AT ONE-DAY OR THE PREVIOUS DESIGN BEARING FOR THE NORTH ABUTMENT PILES WOULD HAVE BEEN LATER RETAPS. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS JOHNSON COUNTY ABOUT 65 TONS. PILES REACH REFUSAL. CONSTRUCTION CONTROL REQUIRES A WEAP ANALYISIS WITH IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION BEARING GRAPH. DESIGN SHEET NO. 7 OF 36 FILE NO. 31079 DESIGN NO. 514 - DESIGN TEAM Ammo! JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.07 3:08:07 PM DrosteJ L:\work\pro,ject\60276947\000_CADD\001_Draft&Des\BR_Final\180.STR SEE SHEETS V.22-V.29 FOR RAILING DETAILS. SEE SHEETS V.22-V.29 FOR RAILING DETAILS. SEE SHEET V.09-V.IO FOR ADDITIONAL SEGMENTAL SEE SHEET V.09-V.IO FOR ADDITIONAL SEGMENTAL BLOCK WALL DETAILS. BLOCK WALL DETAILS. * MIN.GAP = I" * MIN.GAP = I" ** MAX GAP WITH COLUMN = 6" ** MAX GAP WITH COLUMN = 6' NOTE:ORNAMENTAL RAIL TO BE PLACED PARALLEL NOTE:ORNAMENTAL RAIL TO BE PLACED PARALLEL TO BLOCK RETAINING WALL. TO BLOCK RETAINING WALL. STA.33+75.65 STA.36+94.74 28.90'LT. 28.90'LT. 2S N•' FRO OF NT ."♦P B�oC f 0\oL- ♦ O 42 c29- QO`' 6 STA.33+93.33 Pq� 11.22'LT. I IT223LT77.06 .- es, \' Pp q1. �I I ** MIGHT COLUMN LIGHT COLUMN N. ** 1 ��'° J` ♦ ♦ ��-�(( , / / + %, N.ABUT.BRG. ' / i $TA.36+68.86 i / ci , , / / I ,c // / ,I/ %/ % f� S.ABUT.BRG. f� RAIL RAIL , / STA.33+96.86 & BRIDGE BRIDGE ; / / / I , / I / I" GAP * % i / (TYP.) % i i / I CuAi rC._.—'.s.rJ:,.._-. ,...::-.......)..,..r ♦ is. 45°00'00" (TYP.) O`' 6 ^' w �Q pq V---: to- �-' i</y .rw 1�-'� ;°�P 11.223RT. STA.88.61 r00 `a (�= .y�i II.223RT72.39 STS sO N+ 00"'' FRONT OF WALLA(TYP.) e`OC�P L� ♦q ♦ ll STA.33+70.98- STA.36+90.07 28.90'RT. 28.90'RT. • DESIGN FOR 21°16'43" SKEW L.A. 12'-0 X 272'-0 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE 136'-0 END SPANS SOUTH ABUTMENT NORTH ABUTMENT RETAINING WALL PLAN STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION — HIGHWAY DIVISION DESIGN SHEET NO. 8 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.08 3:08:13 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Flnal\I80.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER I-80,ELEV.758.13 GENERAL NOTES: I. RETAINING WALLS SHALL BE CONSTRUCTED WITH APPROVED PRE-CAST CONCRETE RETAINING WALL MODULES IN ACCORDANCE 25'-0 WITH IOWA DOT MATERIALS I.M.445.04 OR 445.05. 758 1/ ELEV.757.77 758 BLOCK PATTERN AND SIZE SHALL MATCH FORM LINER TEXTURE USED ON ABUTMENTS AND PIERS.PATTERN AND SIZE SHALL ALSO MATCH THE DODGE STREET PEDESTRIAN BRIDGE OVER 1-80 IN IOWA CITY,IOWA;IDOT PROJECT NUMBER ESIM-080-6(285)243--05-52. APPROXIMATE BRICK FACE DIMENSION SHALL BE 18'WIDE BY 8'TALL. 756 756 THE BLOCK FACE SHALL BE SPLIT FACE TEXTURE AND LAID IN A ---- --- BRICK PATTERN. 2. UNDERGROUND FACILITIES,STRUCTURES,AND UTILITIES HAVE 754 754 BEEN PLOTTED FROM AVAILABLE SURVEY DATA AND RECORDS. THE OWNER DOES NOT WARRANT THE LOCATION OF THESE FACILITIES AS PRECISE. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTANCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. 752 ELEV.751.10 _ 752 52 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE I / I ___ EXISTANCE AND PRECISE LOCATION OF ALL FACILITIES AND TO AVOID DAMAGE. I \\\/// \\\\/// 3. ALL STATIONING GIVEN FROM TRAIL CENTERLINE UNLESS OTHERWISE NOTED. 750 750 I PROPOSED GROUND 1 4. RETAINING WALL TO BE DESIGNED PER MANUFACTURER'S t LINE (FRONT FACE) DETAILS BY A REGISTERED PROFESSIONAL ENGINEER IN THE s v • , r ELEV.751.1 4 -. t. r, L - 2 i, i cL tr I. :::'' STATE OF IOWA. CONTRACTOR IS REQUIRED TO SUBMIT 748 •S ..� .. :4 .t ...: _:t, 3:c•�J�+_.i... '3:4.t<<.:.. ,� ._. 3Y !3ct.a1{r...r.. .. '. ..ta S. .: la`_..}c 748 SEALED WALL DESIGN, INCLUDING ALL PLANS,DESIGN CALCULATIONS SUBSURFACE INFORMATION,(BORING LOGS OR OTHER ELEV.749.1 6"MIN.LEVELING PAD FACTUAL RECORDS)AND OTHER PERTINENT INFORMATION TO THE CITY OF IOWA CITY FOR REVIEW.RETAINING WALL DESIGN SHALL 746 746 CONSIDER SOIL SETTLEMENT FROM NEW FILL AND COMPRESSIBLE LAYERS OF EXISTING SOILS,UNDER NEW FILL. 5. DESIGN SPECIFICATIONS SHALL BE TAKEN FROM SECTION 2431 OF THE STANDARD SPECIFICATIONS. N ELEVATION VIEW OF SOUTHEAST SEGMENTAL RETAINING WALL 6. TOP OF RETAINING WALL SHALL BE WITHIN 2"OF TOP OF WING ELEVR•7FON. (LOOKING AT FRONT FACE) c-. 3'/ SEGMENTAL CT t WALL CAP {C ,•. . ... mot'- "i k 25'-Oi— _ 1 'qa ''y ::Q ri- SEGMENTAL(itit,l.t.UNL' ELEV. " a .. :;:, (NEAR VERTICAL) 758 758 'a`¢: r� GEOGRID Q': zY::=, ._"'r N AS REQUIRED '.b• b•s (INCIDENTAL) " ,, •• -,'ct': n6'. ' ?,b2 FILTER FABRIC ..+a;•a:Qo;:�: (INCIDENTAL) 756 756 •: --0--,oo b '' 2'MIN.BURIED 754 754 GRANULAR V'•,...15•:'o;'•.b:sa'•2.:.• FINISHED GRADE I I _ (INCIDENTAL) / 752 i / ELEV.T5)"IQ 752 POROUS INCIIDENTAL) 6"MIN LEVELING 4" SUBDRAIN PAD (INCIDENTAL) \\\/// \\\/// (INCIDENTAL) 750 [ 1 \— PROPOSED GROUND 750 SECTION VIEW OF WALL LINE (FRONT FACE) * PERPENDICULAR TO TRAIL -r- '`,fl •,'. I-'�S r_ ,�+j .�3{;r ' ,, �.} r:l �,♦•J�Y��� f - ..7 J;y.�_ r t _ ELEV.751.1 748 �..:�;*�.. n. ,_:._. _} ....n,}+ •w'r.3 ...,, ..:sG•'1..Y ...,h: .Y'.r_c 3 . t _;r:.s.J.�t!.`..t Y,'_..-:.. }..J...#: 748 ** CONTRACTOR SHALL VERIFY THIS DIMENSION WITH PROFESSIONAL ENGINEER DESIGNING WALL. MINIMUM AND MAXIMUM GAP W/BRIDGE RAIL AS ELEV.749.1 6"MIN.LEVELING PAD SHOWN ON V.08 SHALL BE MAINTAINED. 746 746 DESIGN FOR 21'16'43"SKEW L.A. 12'-0 X 272'-0 PRETENSIONED PRESTRESSED ELEVATION VIEW OF SOUTHWEST SEGMENTAL RETAINING WALL 136'-0 END SPANSNCRETE BEAM BRIDGE (LOOKING AT FRONT FACE) SOUTH RETAINING WALL DETAILS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 9 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A`O., JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER v.09 3:08:14 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Final\I80.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER 1-80,ELEV.758.13 25'-0 11/ 758 ELEV.757.67 758 Y 756 756 754 754 ELEV.751.00 752 - 752 \wii "N"/ 750 PROPOSED GROUND 750 LINE (FRONT FACE); c, f. t - ��- •'ti �` { *• •v y 1 tSt s - �, i- L t Y•tip r ELEV.= 751.0 't`t- C.r$ `,.. �I* digit. ::Zt�- ;� t .4 .1 `y.� t.`#j�.�- ..*;ti ` i ♦#1{„ t I''•t(_4l'•t"'Y to :.. ?.`ti .': 748 a._.r.... .. �:.•e.,r{ta...•tK....t.._. -'t ....KID...,Y.._i:_.r...,..., ev:.•..r.{n.... t.�....__ `.�.......j t..i..,_t-•..:r.... ... _v....:.{ . .. __ 748 ELEV.749.0 6" MIN.LEVELING PAD 746 746 ELEVATION VIEW OF NORTHWEST SEGMENTAL RETAINING WALL (LOOKING AT FRONT FACE) Ctf - • ou'e xQ9 .. 11-1 25'-0 .�,5���LEV.757.67 ` • 758 ;;rr \y 1 , C� •- 56 756 N 754 754 ESTIMATED WALL QUANTITIES ITEM UNIT QUANTITY 752 ELEV,Zh1_.QO 752 SEGMENTAL BLOCK RETAINING WALL S.F. 540 (4 a 135 S.F.) TOTAL SEGEMENTAL RETAINING WALL (S.F.) 540 \wii \wi/ 750 PROPOSED GROUND 750 NOTES: LINE (FRONT FACE) r r zz Z 7 r ELEV.= 751.0 FOR GENERAL NOTES & SECTION VIEW OF WALL SEE SHEET V.08 & V.09 748 ,.,.....r....fr.�._,.. _.�,.. „}.....t..r �r :�.. _ .}. ,- ..;. ��x.u�.r•,...t .� ,. 748 ELEV.749.0 6"MIN.LEVELING PAD DESIGN FOR 21°16'43" SKEW L.A. 746 746 12'-0 X 272'-0 PRETENSIONED PRESTRESSED ELEVATION VIEW OF NORTHEAST SEGMENTAL RETAINING WALL 136'-0 END SPANSNCRETE BEAM BRIDGE (LOOKING AT FRONT FACE) NORTH RETAINING WALL DETAILS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 10 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A_COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V. 10 3:08:16 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Final\I80.STR 14'-0 18'-0 I'-0. 12'-0 TRAIL �I'-0 3'-0 12'-0 TRAIL 3'-0 6'-0 6'-0 I I ' e� ROD 6'-0 TAN.ON 3'-0 PARABOLIC. I 4'-0 TAN.ON '-0 PARABOLIC 1.5% SLOPE CROWN 'I SYMMERTICAL ABOUT I' IOz L5% SLOPE CROWN I' SYMMERTICAL ABOUT i TRAIL TRAIL gl- n I —______Ir I A • • • _a — A A ' to ., �_ I I LI I n H 3 SP.0 8187' •II 6 SP.C O'-9 �I 10.1411�i 5b1 TYPICAL SPACING COLUMN T (TOP OF SLAB) I'-0 I 2 SP.C 8 - z I' 4z-I 7 SP.C 0'-9 .I_I'-4Z 5b1 TYPICAL SPACING I I I 8" (BOTTOM OF SLAB) 451 I I 7 SP.C O' 9 II 1 4 z 1_ z 1_ 9b2 TYPICAL SPACING OVER PIER 2 SP.C 0'-8 8, HI' 'I` (TOP OF SLAB) 17 Sbl BARS J 5b3 (TOP OF SLAB) Ic' I I 4 1 45151 10 6 SP.C 0'-9 10 515 1I I C N SPACING i z 2 U-BOLTS 8" APART Sb3P(BOTOT.OF SLAB) 4 ' "1?I- 'I` z z BOTTOM TYPICAL OFSLAB SPACING OVER PIER U-BOLT 6a4 0 0'-9 c'S I P.G. 5b1 4 1 I L 6j I BARS AT 0'-9 'S� • (CENTERED BETWEEN 6a BARS 'd \ I _1 IN TOP OF SLAB)I 6 6 / 0 LIGHTING \\\\V N 2"4' CONDUIT '' 2" CONDUIT FOR FUTURE I P•G• FOR FUTURE USE CONDUIT I \ 5b1 — USE -9b2 CONDUITHTING . 6c1 �\ �'• ••1 BTD BEAM (TYP.) • , " 2 - Ilifilt. 6a C 0'-9 CENTERS 5e5 Q a 5d1 (TYP.) N 20". P.V.C.OPENING _ 4'-0 4'-0 5e1 ► I -► -14� " 'I5el CD ` 5e4 5d2 _ 3' 0 8' O 3' 0 1 5e4 Il il 5e3 `, ; • Se2�, `_, _�• I f :��`` . I 5 5d10 "O ri �� SECTION NEAR INTERMEDIATE DIAPHRAGM 5e3 15e2-y - • - rnT y NOTE:FOR DETAILS ON INTERMEDIATE DIAPHRAGMS,SEE SHEET V.19. I BTD BEAM I ' O '� FOR U-BOLT SPACING,SEE SHEET V.17. —5d3 & 5d4 4$ X I' 3 COIL _ •• NEOPRENE BRG.PAD ROD (BENT) j;ti N I I I 4'-0 I 4'-0 SUPERSTRUCTURE NOTES: 4'-3 _ 8'l0 4'-3 THE BRIDGE DECK AS SHOWN INCLUDES z" INTEGRAL WEARING SURFACE. 16'-6 THE PIER AND ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED F MONOLITHICALLY WITH THE BRIDGE DECK. COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO SECTION NEAR PIER BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE (BRIDGE )". NOTE:SPACE 5d2 & 5e4 TO AVOID OPENING. STRAIGHT LINE ALL BEAMS ARE TO BE SET VERTICAL. PLACE 5e5 IN EACH FACE. z a BETWEEN HAUNCHES FORMS FOR THE DECK AND RAIL ARE TO BE SUPPORTED BY THE < PRESTRESSED CONCRETE BEAMS. TOP OF DECK CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN. ALL DECK AND DIAPHRAGM REINFORCING IS TO BE WIRED IN PLACE 111 AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. co TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 21" CLEAR BELOW TOP OF DECK. BOTTOM TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND I"CLEAR ABOVE BOTTOM OF DECK. 3" II i''�� TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL DRIP131 EPDXY COATED BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS GROOVE �''���111111 LONGITUDINALLY AND TRANSVERSELY,OR BY CONTINUOUS ROWS OF BAR HIGH STRAIGHT LINE DESIGN FOR 21°16'43"SKEW L.A. CHAIRS OR DECK BOLSTERS SPACED 4'-0 APART. I.M.451.01 REQUIREMENTS 12'-0 X 272'-0 SHALL APPLY FOR BAR CHAIRS,BAR HIGH CHAIRS,AND DECK BOLSTERS. P R E T E N S I O N E D PRESTRESSED COST OF BEARING MATERIAL IS TO BE INCLUDED IN THE PRICE 110 BID FOR "BEAMS,PRETENSIONED PRESTRESSED CONCRETE BTD135". EXTERIOR BEAMS CONCRETE BEAM BRIDGE COST FOR U-BOLTS SHALL BE INCLUDED IN PRICE BID FOR 136'-0 END SPANS "STRUCTURAL CONCRETE (BRIDGE)". TYPICAL SLAB AND SUPERSTRUCTURE DETAILS HAUNCH DETAIL STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 * FOR DECK THICKNESS OVER BEAMS SEE JOHNSON COUNTY HAUNCH AND CAMBER DETAILS ON IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION SHEETS V.I5-V.16. DESIGN SHEET NO. 11 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAMCOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V. 1 1 3:08:17 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\I80.STR 17'-6 2'-9 12'-0 TRAIL 2'-9 .. .1", 6' 0 j_ 6'-0 • 5'-9 TAN.ON 3' 0 PARABOLIC' SYMMERTICAL ABOUT SLAB AREA = 10.17 S.Q.FT. 1.5% SLOPE ' CROWN I i TRAIL SLAB AREA INCLUDES I"NOMINAL HAUNCH. �� ~- --P• 1 SLAB AREA DOES NOT INCLUDE BUMPOUTS FOR LIGHT COLUMN PILASTERS. A L11 I I II 5 SP.0 0'-8 81 �I I 110 I 6 SP.c 0'-9 I'0�I I I 5b1 & 5b4 TYPICAL SPACING (TOP OF SLAB) 4.I 5 SP.a O'-B'-Oz I'-4Z.I 7 SP.c 0'-9 I I'-41 5b1 & 5b4 TYPICAL SPACING (BOTTOM OF SLAB) 33 - 5b1 BARS '{ . c_ COLUMN c2 I 2"FOR$ CONDUITFUTURE USE �(3 �' I hi c°c, N P.G. 2"S LIGHTING I a ~ 5bl CONDUIT I 6c2 (TYP.) • •Es" W "co 4ilmdm,. ,_� • • . , 6a a O'-9 CENTERS l 1 CI- U E.- I A k� A SeJ I \\��Sbl 5b4 1 YJ \ (TY5P.) I cWimml 20"m P.V.C.OPENING k".r. I —1 — ,5d5 \ MEI L - r v- _ I"(TYP.) ' / I I I. T 5d11 -7 e-.r A 5d3 j o_ 3 X 3 X 2'-41 BAR j i$ X I'-3 COIL- N RODI KEYWAY FORMED BY ^ 8g1 BEVELED 2X8 -II I a t 4' IO J 4' 0 I 4' 0 + 4'-10 1 IT-8 DESIGN FOR 21'16'43'SKEW L.A. SECTION AT ABUTMENT 12'-0 X 272'-0 PRETENSIONED PRESTRESSED NOTE:FOR DETAILS OF COLUMN REINFORCING SEE SHEET V.25. CONCRETE BEAM BR I D G E SPACE 5d2,5d3 & 8g1 TO MISS OPENING. 136'-O END SPANS SUPERSTRUCTURE DETAILS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 12 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.1 2 3:08:18 PM DrosteJ L:\work\project\60276947\000_CABD\001_Draft&Des\BR_Final\I80.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER 1-80,ELEV.758.13 275'-2B OUT TO OUT SLAB ALONG i TRAIL 4 �� 4q1 I 4 MIN.CL. ELEV.B SEE DETAIL "B" 5b1,5b3, 6 MAX.CL. I & 9b2 V I�3'-6 FLARED, r� TOP OF DECK (TYP.FOR 5e1 & 5e4) 3" PVC ['WING 1 ELEV.0 PIER • . Ir 6� 6jl ELEV.A PIPE II I I 2B CL. �. _ _._ !_ 6g 2 OR . . 1.,,...,,.____ 0 C• �i--- --- -- BEAM Ilgil STRANDSSSED 0 ** END OF BEAM TO rpni- ; * r5kl _I 1 5d2 6a ii-li' L,_i„_ BEARINGS 5d9 < Q q BEAM BEARING 3"PVC PIPE -� } w 5d8 u, DIMENSION 5k2 ` ,I ��1 Se4 " r.•.I 111, 0•1_______ �I�i�1301i��♦flt�- BEAM w w 91IlVI , COIL ROD , I I I� ffI.. BEARINGS w , !III _ I�� Sd3 Sd4 � � ! � �� Sd8 (TRAFFIC FACE) .---�, _ 1 5d3 5d9 (BACK FACE) �T> CO 1 89 3 III `I lratilii � IMIi�l1 E NIII.,r�„_ �" ���I� 4tl Pori• ''; /�/�� ������������� NMI END OF NOTE: or ` i% O rif 8 I rillill-- 2 MIBEAMS r PLUG 3". PVC PIPE WITH /% rISSEE DETAIL "A" Ii, A gEXPANDING FOAM PRIOR $�/�!I 3x3x2' 4z CE BEARINGS �� PIER iIii �• inil�� RADIUS / TO BACKFILLING BEHIND % i% BAR e 4 ABUTMENTS. egI I 8 I 2' 0 6g2 !li, 6g4 e DETAIL "A" •/ !/ g SECTION A-A I c. ABUTMENT BEARING—.1 DETAIL "B" TABLE OF WINGWALL ELEVATIONS SECTION B-B PART END VIEW AT ABUTMENT LOCATION ELEV.A ELEV.B ELEV.0 NOTE:SEE SHEET V.19 FOR INTERMEDIATE DIAPHRAGM DETAILS. S.E.CORNER 758.02 757.93 757.83 SEE SHEET V.22-V.29 FOR RAIL DETAILS. S.W.CORNER 758.10 758.01 757.93 N.E.CORNER 758.00 757.91 757.82 N.W.CORNER 757.91 757.82 1 /57.73 0 ELEVATIONS ARE AT OUTSIDE FACE n HOMOGENEOUS 70 DUROMETER..x t'} x �a i KEYWAY FORMED HARDNESS NEOPRENE BEARING - " ' .Z PAD (9 x I x 2'-4 z ,�" BY BEVELED 2 x 8. qZ ...[ 1 G 2' CENTERED) `\ �,1, y o ``� 450 5' 0 WING EXTENSION PIER ���� o ' �i PIER i_� *mil\ \ \ \ \ �",. C7 - ......................... ................... % ul CV 1 Se4 �i���Q����������\ Ct PIER A II EDGE OF DECK �' \ \\\\\\��\����imilimii��` ```\\\\ ,S I"M P.. iv ABUTMENT FOOTING II � w BEAM � BEARINGTYP. II it(t.----- ii \\ Mir I i M 5dl OR 5d10 O \' t BEAM N / %' IMG I NA r ----------------------- -- -- 7, -r---------------- ---- ----'-'----- -r -z` i�i,..-, r , iO -/ /_ ;"PREFORMED si----% 1_ Wild .I. I" THICK STRIPS OF PREFORMED EXPANSION EXPANSION o / i" l - JOINT FILLER AROUND BEARINGS,FACE OF /��h,,,,,,, JOINT FILLER. J c BRIDGE - /'-3 j , Qxl' 3 �� 5e4 ,SIDES AND ENDS OF KEYWAYS. a 1pl /•,sj/` �' = COIL ROD (BENT)���� �// (TYP.) ^ STEPS cr �___-I- ~ur _L__6.%__________ r, set -��-_5d2 & Sd3 ~uJ PART PLAN SECTION C C I- - - % , i BEAMS - (TYP.) /—�/ N ,` ;� N /�/.� 5d4 TOP OF FIXED PIER DETAILS ABUT.BRG. /,/a o / , o / ' T IIIA1 Iiii al , -_,i--_:_/ , ,,,,,„,„:,::.1.:, , AA cs,* - 11 r - r DES N�ORR 2I'I6���EW OL.A. 12 /X\ N I 5el ���` / \� PRETENS I ONED PRESTRESSED I\_ CONCRETE BEAM BRIDGE 136'-0 END SPANS / 5e3 LONGITUDINAL SECTIONS & PLAN Vr 3"a PIPE �?- STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 PART SECTION AT PIER JOHNSON COUNTY PART PLAN IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION * 3" INSET FOR FULL HEIGHT OF DIAPHRAGM. DESIGN SHEET NO. 13 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A-COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V. 13 3:08:19 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_FinaI\I80.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST.BRIDGE OVER 1-80,EL. 758.13 272'-0 i. TO ABUT.BRGS. a a C PIER 16 SP.C 8'-51 = 135'-0 16 SP.a 8'-5� = 135'-0 a I'-0 I'-0 o -I'-28 64'-I I 1 10'-0 55'-4 10'-0 55'-4 10'-0 63'-2� 2'-0 m a 5'-31 ��< 4'-82 N.ABUT.BRG. N m ELEV.759.01 S.ABUT.BRG. ELEV.758.93 EDGE OF SLAB ELEV.757.91 a o - r e I 2'-0 ELEV.759.20 ELEV.758.82 ELEV.758.10 ELEV.759.21 ELEV.758.92 I' 9 ABUT. > = r (TYP.) / / / o cc 2 , "� / BEAM A / / / ftiD5 / / I /� // cr OI © O3 O4 5 O O7 ® I^ II 12 13 14 15 16 17 18 19 CD CO CD CD24 ® ® 27 28 CD 30 3I 32 CD CD V 10 ELEV.758.02 ELEV.758.88 ELEV.758.96 ELEV.759.21 ELEV.759.21 ELEV.758.97 ELEV.758.88 ELEV.758.00 4'-81< >< > 5-3z 2•-01. a 63'-21 10'-0 55'-4 sa 10'-0 55'-4 sa 10'-0 s� 64'-II a1'-28 TOP OF SLAB ELEVATION LAYOUT 4NmN NOTE:FLARED WING NOT SHOWN A MEASURED ALONG WEST EDGE OF SLAB,7'LT OF AA MEASURED ALONG EAST EDGE OF SLAB,7'RT OF TOP OF SLAB ELEVATIONS i S.ABUT. 1 PIER NO. 1 i N.ABUT. BEARING BEARINGS BEARING LOCATION 0 (2) ( U U U U U _ 10 II 12 13 14 15 16 17 18 19 0 21 `E1 024 0tp (� 29 i0 31 32 33 ©4 W.EDGE OF SLAB 758.11 758.25 758.38 758.50 758.62 758.72 758.81 758.90 758.98 759.04 759.10 759.14 759.18 759.21 759.23 759.24 759.24 759.24 759.22 759.20 759.17 759.13 759.08 759.02 758.95 758.87 758.79 758.69 758.58 758.46 758.34 758.20 758.06 757.90 BEAM L I NE© 758.13 758.27 758.41 _758.53 758.65 758.75 758.85 758.93 759.01 759.08 759.14 759.18 759.22 759.25 759.27 759.28 759.28 759.28 759.27 759.25 _759.22 759.18 759.13 759.07 759.01 758.93 758.84 758.75 758.64 758.53 758.40 758.27 758.12 757.97 i BRIDGE 758.14 758.28 758.42 758.54 758.66 758.77 758.87 758.95 759.03 759.10 759.16 759.21 759.25 759.28 759.30 759.32 759.32 759.32 759.31 759.29 759.26 759.23 759.18 759.12 759.06 758.98 758.90 758.80 758.70 758.58 758.46 758.33 758.19 758.03 BEAM LINE CO 758.07 758.22 758.36 758.49 758.60 758.71 758.81 758.90 758.98 759.05 759.12 759.17 759.21 759.24 759.27 759.28 759.28 759.28 759.28 759.26 759.23 759.20 759.15 759.10 759.03 758.96 758.88 758.78 758.68 758.57 758.45 758.32 758.18 758.03 E.EDGE OF SLAB 758.01 758.16 758.30 758.42_758.54 758.65 758.75 758.85 758.93 759.00 759.06 759.12 759.16 759.19 759.22 759.23 759.24`759.24 759.23 759.22 759.19 759.16 759.11 759.06 759.00 758.93 758.84 758.75 758.65 758.54 758.42 758.29 758.15 758.00 CV L C..0 LJi n- E' f ix)P }- ' j {_?r': C Li', CV DESIGN FOR 21'16.43" SKEW L.A. 12'-0 X 272'-0 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE 136'-0 END SPANS TOP OF SLAB ELEVATIONS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 14 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.1 4 3:08:20 PM DrosteJ L:\work\pro ject\60276947\000_CADD\00)_Draft&Des\BR_FlnaI\I80.STR AS ERECTED AS ERECTED Al SLAB IN PLACE SLAB IN PLACE 1 rL BEAM - X Zb9> 5a9* r1 m �-- -- - Ij�l 5b1 BARS G1 IN BEAM �!)�� j.---i S.ABUT.BRG. � PIER CL N.ABUT.BRG.--"I j D N135'-0 - BM.BRGS. I'-0}I'-0 1. 135'-0 . - i BM.BRGS. SECTION T H R U SLAB HAUNCH I 272'-0 - c. ABUTMENT BEARINGS NOTE:TYPICAL BEAM LINE WHERE HAUNCH EXCEEDS 2 L I. LOCATIONS. "HAUNCH REINFORCING LAYOUT" FOR PLACEMENT LOCATIONS. BEAM CAMBER DATA ! * STIRRUPS MAY BE TILTED AS NEEDED TO PROVIDE j NECESSARY CLEARANCES. N I i 1 cm I jz •I t-... BEAM BEARINGS ► I - BEAM BEARINGS N.ABUT.BRG.-1 a w ..-4 �f— S.ABUT.BRG. I N lai Y TOP OF SLAB ) 1 1•--- PIER L'�'"�' €..may j 1 I MOW MI --dn -L7 R �'9 1 I ��� c, a / - i-4'4 -w ,fir j I I 6 / :r3 SLAB THICKNESS DETAILS N ro I NOTE:THE SLAB THICKNESS (T)AT BEAMS IS BASED ON THE ANTICIPATED BEAM CAMBER l • • • - ` • - & A * AND DEFLECTIONS. THESE VALUES ARE USED BY THE DESIGNER TO SET BEAM ELEVATIONS AND ESTIMATE CONCRETE QUANTITIES. REFER TO THE HAUNCH DATA DETAILS SHEET FOR Q1 ADDITIONAL INFORMATION TO AID THE CONTRACTOR IN SETTING THE FIELD HAUNCHES REQUIRED FOR CONSTRUCTION. I I r Y Z Y x V W U x o ~ J = mm mW mW n,o -,o _ ",a mT ,n� ,�.P ,, I n m.o m� o,.o np -,o - _,o n.o o,a m,o CO Z c Q' o; p, 0 0 0 - _ _ _ - 0 0 0 Q' Q' Q' Q' Q, Q, 0 0 0 - _ _ _ - O 0 O U; Q1 Q1 J - - N N + I Z W a - CON O I- - I Z Q Ea 16 SPACES C 8'-54 . 135'-0 I'-O. I'-0 16 SPACES C 8'-5. = 135'-0 4 ► + - a SLAB THICKNESS AT BEAMS (T) NOTE: HAUNCH THICKNESSES ARE SHOWN FOR ESTIMATING ONLY AND ARE NOT GUARENTEED FOR CONSTRUCTION 135'-0 - CL BM.BRGS. ,I I'-0}I'-0 I 135'-0 - i BM.BRGS. 1 30'-9 ►, 73'-6;51-5a9 4, 30'9 .1_ 2'0 4, 30'-9 4 73'-6;51-5a9 4_ 30'-9 ,,x/-SbS `�SbS �SbS �5b5 J� DESIGN FOR 21°16'43" SKEW L.A. MIN.LAP So9J MIN.LAP 5a9 12'-0 X 272'-0 PRETENSIONED PRESTRESSED HAUNCH REINFORCING LAYOUT CONCRETE BEAM BRIDGE 136'0 END SPANS (TYPICAL EACH BEAM) CAMBER / SLAB THICKNESS NOTE: STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 I - 5a9 BAR IS TO BE PLACED ADJACENT TO ' JOHNSON COUNTY 5b1 BEAM TIE BARS THAT EXTEND FROM THE BEAMS IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION INTO THE SLAB AREA SHOWN. DESIGN SHEET NO. 15 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM , COM JOHNSON COUNTY PROJECT NUMBER IM-O80-6(320)244--13-52 SHEET NUMBER V.1 5 3:08:21 PM DrosteJ L:\work\project\60276947\000_CADD\001_Oraft&Des\BR_Final\180.STR BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST.BRIDGE OVER 1-80,EL.758.13 272'-0 TO BRCS. 136'-0 S.ABUT BRG.TO PIER 136'-0 i PIER TO N.ABUT.BRG. o < PIER °' 16 SP.a 8'-5:1 = 135'-0 16 SP.0 8'-5; = 135'-0 I- < > < a A W I'-OC.) �.<NO < < i S.ABUT.BRG. N.ABUT.BRG. a_ v) M EDGE OF SLAB BEAM BRG. 7. 4 BEAM BRG. < / f /:/ I / I I 1 m O / i I /!/ / / / / / / / / / / / / / / / / M• o� i- - - - - = - % - t - - i - - =- - - - -i- - - - /� - - r - - t - - f - - -- --- - - /= --- - --/- t-- --7 - - �- -%- - -/ - -/- h-- --J- 74-- ---- -OB �a yr - - - !- - - BEAM - - - - - - - - _ROADWAY AND PROFILE GRADE LINE- --/ - - - --//_---- - - - - - -�- - -! - -:� - - - - / - - - �- - !- - - / - i / / i i i / i %!% i i i i % i % O O 0 £4 ® O6 0 O 10 0 12 ® 14 IS a 19 ei 21C� 23 e ® 27 28 29 @ 31 0 33 34 O 17 18 CO N r 'may. PLAN - BEAM LINE HAUNCH ELEVATIONS C.)i-- 0 DENOTES BEAM LINE I 7-C .v.. : C-"* LL� �i tJ L 2 0 !V TABLE OF BEAM LINE SLAB HAUNCH ELEVATIONS i S.ABUT. i PIER NO. I N.ABUT. BEARING BEARINGS BEARING BEAM LINE O O O3 ® O5 © 0 0 09 01 II 12 13 14 15 16 17 18 19 (( 21 02 04 25 ( ( 0 29 00 31 i®2 8 757.46 757.70 757.91 758.11 758.28 758.42 758.55 758.66 758.74 758.80 758.84 758.86 758.85_758.83 758.78 758.71 758.62 758.62 758.70 758.76 758.80 758.81 758.81 758.78 758.73 758.66 758.57 758.45 758.31 758.16 757.97 757.77 757.55 757.30 757.41 757.65 757.86 758.06 758.23 758.39 758.52 758.62 758.71 758.78 758.82 758.84 758.84 758.82 758.77 758.71 758.62 758.62 758.70 758.77 758.81 758.83 758.83 758.80 758.76 758.69 758.60 758.49 758.35 758.20 758.02 757.82 757.60 757.36 MISCELLANEOUS DATA TABLE S.ABUT. PIER I i N.ABUT. BEAM LINE BEARING BEARINGS BEARING Oj ® O O U U ® 10 II 12 13 14 I5 �6� 17 �8� 19 20 21 (� (�3 (� (�6� 29 i0 31 ®2 ®3 ®4 ANTICIPATED DEFLECTION ALL 0.00 1.11 2.07 2.89 3.56 4.07 4.44 4.67 4.74 4.67 4.44 4.07 3.56 2.89 2.07 1.11 0.00 0.00 1.11 2.07 2.89 3.56 4.07 4.44 4.67 4.74 4.67 4.44 4.07 3.56 2.89 2.07 1.11 0.00 DUE TO SLAB (IN.) CROSS SLOPE ADJUSTMENTS ALL ±4 ±4 ±1 ±4 ±4 ±II ±I ±I ±4 ±1 ±1 ±!: ±!, ±!I ±!, ± ±.i ± ± ±It ±q ±4 ±4 ±4 ± ±4 ±1, ± ±I, ±1 ±; ±q ±It ±;1 (IN.) ALLOWABLE MAX. ALL 2; 2; 2; 2; 4 4 4 4 4 4 4 4 4 2; 2; 22 2; 2; 2; 2; 2; 4 4 4 4 4 4 4 4 4 2; 2; 22 2; FIELD HAUNCH 3 J 3 3 3 3 3 3 3 J 3 J J _J • J i J 3 3 3 J 3 ] 3 3 3 J J (IN.) MIN. ALL -6 16 16 16 16 16 16 16 16 16 16 16 16 16 6 6 -6 6 6 16 16 6 -6 -6 -16 16 6 6 6 6 6 -6 16 16 W o z TOP OF SLAB J W N 7 �f I- N N In = CO /IMO DESIGN FOR 21°16'43" SKEW L.A. Uummismilig a NOTE I: NOTE 2: 12'-0 X 272'-0 ���� TO CALCULATE FIELD HAUNCH NEEDED AT EACH LOCATION,SURVEY THE BEAM TOPS BRIDGE SEAT ELEVATIONS ARE SET BASED ON THEORETICAL CAMBER AND P R E T E N S I O N E D PRESTRESSED �/�� �=`^ CONSISTENT WITH THE SPACINGS SHOWN ON THE "HAUNCH LOCATIONS"DIAGRAM. BEAM DEFLECTIONS. THESE BRIDGE SEATS WILL PROVIDE A THEORETICAL CONCRETE BEAM BRIDGE SUBTRACT THE SURVEYED BEAM SHOT FROM THE "BEAM LINE HAUNCH ELEVATION". BEAM HAUNCH WITHIN DESIGN PARAMETERS. FIELD HAUNCHES ARE 136'-0 END SPANS = - THIS VALUE WILL BE THE HAUNCH NEEDED (SEE "FIELD HAUNCH" IN HAUNCH DETAIL). DETERMINED USING SURVEYED TOP OF BEAM ELEVATIONS AND "BEAM LINE HAUNCH ELEVATIONS AND DETAILS z W THE "BEAM LINE HAUNCH ELEVATION" INCLUDES ADJUSTMENTS FOR SLAB THICKNESSES � = z AND ANTICIPATED DEFLECTIONS. NO ADDITIONAL CALCULATIONS ARE REQUIRED. IF HAUNCH ELEVATION" DATA. ALLOWABLE MAXIMUM AND MINIMUM "FIELD HAUNCH" VALUES ARE GIVEN IN THE "MISCELLANEOUS DATA" TABLE. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 THE FIELD HAUNCH EXCEEDS THE MAXIMUMS AND MINIMUMS INDICATED THE MISCELLANEOUS "CROSS SLOPE ADJUSTMENT" VALUES WILL AID THE CONTRACTOR IN BEAM o N DATA TABLE,ADJUSTMENTS TO THE GRADE OR ADDITIONAL HAUNCH REINFORCEMENT DETERMINING ACTUAL FORMED HAUNCH DIMENSIONS AT THE EDGES OF JOHNSON COUNTY WILL BE REQUIRED. THE TOP FLANGE. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION HAUNCH DETAIL L " DESIGN SHEET NO. 16 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AcCOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.16 3:08:23 PM DrosteJ L:\work\pro ject\60276947\000-CADD\001_Draft&Des\BR-F1nal\180.STR 275'-21 OUT TO OUT OF SLAB If I- I'-7156 272'-0 TO i BRGS. I.-71 > 4 s 4 136'-0 S.ABUT BRG.TO i PIER 136'-0 . PIER TO i N.ABUT.BRG. < >< > 68'-IO196 i S ABUT.BRG.- BUMPOUT EDGE 65'-4 BUMPOUT EDGE - BUMPOUT EDGE 65'-4 BUMPOUT EDGE - BUMPOUT EDGE 72'-516 BUMPOUT EDGE - N.ABUT.BRG. t >< sl< >I< I- 0 0 9'-6 I 13 SP.ID 9.-0 = I17'-O; 14 PAIRS OF U-BOLTS 8" APART 9'-6 9'-6 I 13 SP.@ 9'-0 = I17'-0; 14 PAIRS OF U-BOLTS 8" APART I 9'-6 PLACED 41"RT. o < >< > I. >< >< s OF a 17.-0 17.-0 V' p, 4 -4 0 I'-9 ABUT. I- J /F-� PIER (TYP.) t . o A % _ _ / o - for // I TRAIL & BRIDGE 5b1 0 / O O MIN.�AP�i. j/ c > oA r<— - - - - � - - - PERMISSIBLE - - - - - - - - - - - - - - - - - - - - - - / S.ABUT.BRG. 16.-10 9b2 > / CONSTRUCTION N.ABUT.BRG.-�• �/ / r JOINT (TYP.) / i°r / / 1- -A— ./ / - o a I 10.-0 / 5b4 N' < (TYP.)s 5b3 (AT BUMP-OUTS) (AT ABUT.BUMP OUTS) I'-7156 s < 72'-516 S.ABUT.BRG.- BUMPOUT EDGE >< 65'-4 BUMPOUT EDGE - BUMPOUT EDGE s< 65'-4 BUMPOUT EDGE - BUMPOUT EDGE s< 68'-1016 BUMPOUT EDGE - i N.ABUT.BRG. A, < I'-71 120'-716 34'-0 120'-7 w V r > c > c C=D> NOTE: ;1 cr+ CONCRETE DECK SLAB SHALL BE PLACED IN SECTIONS AND SEQUENCES - "••^, L_ 1 INDICATED.ALTERNATE PROCEDURES FOR PLACING SLAB CONCRETE MAY BE CONCRETE PLACEMENT DIAGRAM AND M I S C. SLAB REINFORCING LAYOUT4N -'--+ : SUBMITTED FOR APPROVAL TOGETHER WITH A STATEMENT OF THE PROPOSED C'1 METHOD AND EVIDENCE THAT THE CONTRACTOR POSSESSES THE NECESSARYil EQUIPMENT AND FACILITIES TO ACCOMPLISH THE REQUIRED RESULTS. •--(C 7 g_-•� -1-,1 i� —17 1Ii 279'-I01 (MEASURED 6'LT & 6'RT.OF c.) -(--' = < i 275'-21 OUT TO OUT OF SLAB @ i BRIDGE ';.I 3'-I I e r 14 272'-0 i - c. BRG. rif 3'-11 e 8 SP.@ 9 = 6'-O;9-605- -3 SP.@ 9 = 2'-3;4-606 3 SP.0 9 = 2'-3;4-6a6- 3 SP.@ 9 = 2'-3;4-6a6— —8 SP.@ 9 = 6'-0;9-6o5 o -2 SP.@ 9 = I'-6;3-6a7 (4'-2 TO 8'-I) 2 SP.@ 9 = I'-6;3-6a7 (4'-2 TO 8'-I)- o _ - 8 SP.0 9 = 6'-0;9-6a5 8 SP.@ 9 = 6'-O;9-6a5 2 SP.@ 9 = I'-6.3-6a8 (8'-3 TO 12'-I)- 2 SP.@ 9 = I'-6;3-6a8 (8'-3 TO 12'-I) , m 9e {III +III+III {III 77 SP.@ 9 = 57'-9;78-604 64 SP.0 9 = 48'-0;65-6a410. 4 1 I 14 I. 4 3. 4 7,1 r . A 64 SP.@ 9 = 48'-O;65-6a4 77 SP.@ 9 = 57'-9;78-6a4 111111 98 N - �r 1 3 SP.0 9 = 2' 3;4 6a3 / A A I �'� �� 3 SP.@ 9 = 2' 3;4 6a3- 0o 0� < 13 6jl SPACED BETWEEN 6a BARS / (BOTTOM OF SLAB) o r r tr TRAIL & BRIDGE - - (TYPICAL IN TOP OF SLAB SLAB BUMPOUTS) - 1 - - - - - - - - - - - - - I - - - - - - - v A 01, �// I / (TOP OF SLAB) '` `aLr r v rs �I / I I I I I I I I cp 5a 1 1.1. 78 SP.@ 9 = 58'-6;79-6a4 �� 65 SP.@ 9 = 48.-9;66-6a4 / 65 SP.0 9 = 48'-9;66-6a4 78 SP.@ 9 = 58'-6;79-6a4 �� ��Se> .< > <> < > >-< �>L > < s <->-<>-< >-< > L3 SP.@ 9 = 2'-3.4-6a3 7 SP.@ 9 = 5' 3 8 6a5 7 SP.@ 9 = 5' 3 8 6a5 -7 SP.@ 9 = 5' 3;8 6a5 3 SP.@ 9 = 2' 3 4 603� 19" (TYPJF , , , - I SP.0 9 = 9;2 6a2 (9' 2 TO II'-I) 4 SP.@ 9 = 3' 0;5 6a6 4 SP,@ 9 = 3' 0;5 6a6 4 SP.@ 9 = 3' 0;5 606 I SP.0 9 = 9;2-602 (9'-2 TO I I'-1)- 3 SP.0 9 = 2' 3;4 6al (3' 3 TO 9' 0) -7 SP.0 9 = 5' 3;8 605 —7 SP.@ 9 = 5'-3;8-6a5 -7 SP.@ 9 = 5'-3;8-605 3 SP.@ 9 = 2'-3;4-6a1 (3'-3 TO 9'-O) TRANSVERSE SLAB REINFORCING LAYOUT DESIGN FOR 21°16'43" SKEW L.A. TOP OF DECK 12'-0 X 272'—O PRETENSIONED PRESTRESSED N J ems= 136' 0 END SPANS • CONCRETE BEAM BRIDGE - a ®�W HEADER CUT TO FIT SHAPE DECK REINFORCING BEVELED Izx3 I1 OF CROWN AND DRILLED FOR NOTE: NAILED TO HEADER s LONGITUDINAL REINFORCING. FOR REINFORCEMENT QUANTITIES AND BENT BAR DETAILS SEE SHEET V.18. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 PERMISSIBLE TRANSVERSE JOHNSON COUNTY FOR U-BOLT AND DECK DETAILS SEE SHEET V.II. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DECK CONSTRUCTION JOINT INSERTS MAY BE ADJUSTED LONGITUDINALLY TO MISS REBAR,AS REQUIRED. DESIGN SHEET NO. 17 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A=COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.17 3:08:24 PM Droste) L:\work\project\60276947\000_CADD\00)_Draft&Des\BR_Final\I8O.STR RE I NF.BAR LIST-ONE SUPER.&TWO ABUTS. BAR LOCATION SHAPE NO. LENGTH WEIGHT Gal SLAB TRANSV.,TOP ENDS — 8 VARIES 74 rI' 61 I' 6 I'-681r 6 THUS 6a2 SLAB TRANSV.,TOP ENDS — 4 VARIES 61 • - 2' 7 /'/ 603 SLAB TRANSV.,TOP AND BOTT.AT BUMPOUTS — 16 I5'-5 370 I'-10 ^m "V 6a4 SLAB TRANSV.,TOP AND BOTT. — 576 I3'-8 11,824 tot D=2z ` 1 ►I T D=2Z rr ,� v- 605 SLAB TRANSV.,TOP AND BOTT.AT BUMPOUTS _ 102 I5'-8 2,400 _I • I 6a6 SLAB TRANSV.,TOP AND BOTT.AT BUMPOUTS — 27 I7'-8 716 L 2'-6 1 D=4z 13 2'-6 5'-6 12'-6.1 D=2; /-,6 , 6a7 SLAB TRANSV.,BOTT.ENDS — 6 VARIES 55 - • ' ' ►' "' 6 THUS 6a8 SLAB TRANSV.,BOTT.ENDS 6 VARIES 92 509 6c1 1 5d4 i 5d5 5a9 SLAB TRANSV.,HAUNCH Zr 204 6'-6 1383 5b1 SLAB LONGIT.TOP & BOTT. — 264 36'-4 10,004 6; 2 THUS 9b2 SLAB LONGIT.TOP & BOTT.AT PIERS 25 33'-8 2,862 �- 46 3,-4 2'_7 14 ;if f 5b3 SLAB LONG IT.TOP & BUTT.AT BUMP OUTS 36 9'-8 363 N Q ' �i" V N 5b4 SLAB LONG IT.TOP & BOTT.AT ABUTS. 20 4'_8 97 J i D-21 : 'n �r D=3i N �; D=34 a 5b5 SLAB LONGIT.HAUNCH _ 16 38' 2 637 j z I I D=2 N �2'-7 7'-O4 1 3'-28 I'-2 I 2'-414 ►Iv 4'-10 I 0 z C.D 6c1 SLAB VERTICAL AT COLUMNS I— 36 3'-6 189 ' { �I "' 2 THUS z 6c2 ABUT.VERTICAL AT COLUMNS — 24 3'-0 108 5d6 & 5d7 5d8 5d9 5d11 C, 5d1 PIER DIAPH.ENDS — _ 12 3'-I I 49 5d2 ABUT.& PIER DIAPH.LONGIT. — 8 7'-7 63 O 5d3 ABUT.& PIER DIAPH.LONGIT. 4 5'-6 23 ,6 , 1.6►1 hi LI- 5d4 PIER DIAPH.LONGIT. -� I II'-4 12 r'� �-_� 3'-4 3'-5 z 5d5 ABUT.DIAPH.ENDS r < 12 7'-3 91 A T i A /2'y LJJ 5d6 ABUT.DIAPH.LONGIT.,BACK FACE —\ 16 10' 2 170 D-2z m o1I D=2z D=2 • 0 /0 CO 4 cr 5d7 PAVING NOTCH LONGIT. 8 I0'-2 85 M 5d8 ABUT.DIAPH.WING EXT.LONGIT. 24 5'-8 142 Q 5d9 ABUT.DIAPH.WING EXT.LONGIT. 24 8'-2 204 - 5e2 3' OZ T I tO D=6 5d10 PIER DIAPH.BOTT.ENDS 4 2'-IO 12 2'-10 5e3 2'-10 I 3'-Oz I 2'-8 12'-0 12'-8 I ` LJJ E N ►I ►• "'III• "'lli V 1-- 5dl l ABUT.DIAPH.BOTT.ENDS r< 4 6'-2 26 5e1 5e2 & 5e3 5e4 8f1 8f3 Q O 5e1 PIER DIAPH.HOOPS LI 4 I3'-4 56 U 5e2 PIER DIAPH.TIES L_J 6 4'-2 26 5e3 PIER DIAPH.TIES L__J 4 3'-II 16 4 7 3 0vi o- > 5e4 PIER DIAPH.HOOPS LI 6 I3'-7 85 6' II 12'-0 3' 9 o I X 5e5 ABUT.& PIER DIAPH.UTILITY BOXOUT 24 3'-4 83 y; y c 1 1 ►I _I �,/ D=2; o EL 8f1 ABUT.FOOTING LONGIT. BOTH FACES 18 I8'-3 877 °• D=6 I \ I Q,' I i•^ Y��tt I' 0 LJ I 8f3 ABUT.EXTENSION LONGIT.� r� 16 10' 8 456 • �'�\ N 0=21 D=8 D=2; 4_O,� 8f4 ABS. LONGIT. f-\ 16 II'-4 484 f4 6 2 8 3 • T � Ski 5k2 8 g g .s 8g I AO.VERTIG-AL-_,BOTH FACES 56 8'-5 1,258 fg2 ABLCIC VERTI-C ENDS 1-- 16 9'-6 228 6 ; 3 ABU,F+DIAPR VERTICAL,BACK FACE 1— 22 I5'-9 925 hi 1134 ABILDIA ff:,*1 IG EXT.,VERTICAL 40 6'-9 406 63 SLABC)fRA5p.173OP AT BUMPOUTS — 78 7'-5 869 —'P PAV NO (r8ANS. 1— 22 4'-9 109 `� 'a PAVI j NOf.€':VANS. . 22 3'-5 78 D=2; ) o • i pti �6pLra CONC. PLACEMENT QUANTITIES ONE SUPER & ` `' 2 7 5 , D=41 � - 9 _ 5p1 ABUTcBOOPS 0 44 10' 6 482 TWO ABUTS. ► p ► �: / ivy p_2 5p2 ABUTFE T.HOOPS 0 40 I0'-8 445 LOCATION QUANTITY 2'-8 5p2 I'-6e J 8 I I'-68 I I 2'-9 II 6p3 ABUT.BOTT.AT PILES N/ 22 6'-8 220 SECTION I,SLAB & ABUT.DIAPH. 61.9 2'-10 5p4 • '' I►' A. I 5p4 ABUT.HOOPS AT ENDS 0 16 II'-0 184 SECTION 2,SLAB & ABUT.DIAPH. 61.9 P 3' 8� 4'-8� SECTION 3,SLAB & PIER DIAPH. 22.4 5p1,5p2,& 5p4 6p3 4t1 4t1 UNDER BEAMS AT ABUT. N__/ 4 5'-6 15 _ ABUTMENT FOOTINGS 2 AT 12.6 25.2 BENT BAR DETAILS TWO APPROACH SLABS,SEE SHEET V.36 628 ABUTMENT WINGS 4 AT 0.88 (ABOVE FOOTING,FLARED) 3.5 TWO APPROACH SLABS,SEE SHEET V.36 7.6 NOTE: ALL DIMENSIONS REINFORCING STEEL EPDXY COATED - TOTAL (LBS.) 40,042 TOTAL (CU.YDS.) 182.5 ARE OUT TO OUT. D = PIN zO #2 PILE SPIRAL CUM 15 38' 6 96 ESTIMATED QUANTITIES ONE SUP APPROACHES BUTS. DIAMETER. 1- SPIRAL SPACERS,La x e x e x 0.70 — 45 I'-10 57 O Q ITEM UNIT QUANTITY Z O REINFORCING STEEL - TOTAL (LBS.) 153 STRUCTURAL CONCRETE (BRIDGE) CU.YD. 182.5 DESIGN FOR 21°16'43" SKEW L.A. C_.) STRUCTURAL STEEL LBS. 2,793.7 12'-0 X 272'_0 REINFORCING STEEL,EPDXY COATED LBS. 40,042 PRETENS I ONED PRESTRESSED (n TWO APPROACH SLABS,SEE SHEET V.36 66 REINFORCING STEEL LBS. 153 CONCRETE BEAM BRIDGE REINFORCING STEEL,STAINLESS STEEL LBS. 66 136'-0 END SPANS J LJJ REINFORCING STEEL,STAINLESS STEEL TOTAL (LBS.) 66 PRETENSIONED REINFORCING BAR L I ST & QUANT I TIES z Llj PRESTRESSED BTD 135 EACH 4 S STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 < V) EXCAVATION NCRETE ECLIASS 20 CU.YD. 112 JOHNSON COUNTY 1— PILES,STEEL,HP 10 X 57 (700 S.A.,8080 N.A.) L.F. 1,200 IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION () PREBORE HOLES (15 c 10') L.F. 150 DESIGN SHEET NO. 18 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM /'ECOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V,1$ 3:08:25 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\I8O.STR TOP OF DECK RAIL NOT SHOWN 0 W 18 x 50 BENT R ' I N 9 x 6 x 1 x I'-I8 I'-6;6 I'-6I /'�� ♦ %/'�r I rAltrA` BOLTms IeWI8x50 OF W18x50 .�n313o+rw 31 �� e. a I o A II II A N 0 .74 c ® E e e c_ OF BEAM V e"� BOLT IFOR SHIM FL = i 0 co 'AMMO1 0 CONNECTION ASII o 00 —+' REQUIRED. ( .s: YP. o 0�% Al , 1 ,� .20' 0 20' 0 SEE J WI4x38 [ . ((TYP.) Id 1)1111101k , _- 136'-4 OUT TO OUT BEAM DETAIL D I" x 2" SEE DETAIL D W 14 x 38 HORIZONTAL SLOTTED HOLES B T D 1 3 5 8' ° SECTION B-B VERTICAL INTERMEDIATE DIAPHRAGM SECTION SHOWING INTERMEDIATE DIAPHRAGM SLOTTED HOLES BOLT HOLE LOCATIONS SLOTTED HOLE DETAILS 8'-O a"$ H.S.BOLT e"$ H.S.BOLT W/HEAVY HEX NUT, 4- I"x 2"SLOTTED W/HEAVY HEX NUT, 6z 9 HOLES IN 9" LEG BEAM --► AND 2 HARDENED AND 2 HARDENED 'I. WASHERS.(TYP.) i, .1 OF BENT I AND — DIAPHRAGM '� WASHERS.(TYP.) BEAM , �� I"x I;" SLOTTED IP. HOLE IN WEB WEB ,.. HOLES IN CISx33. �� OR W18x50. a"m H9.S. BOLT // ILL BOLTS W/HEAVY HEX NUT. 00 cry j� 2 I k"x 2".O.D.PLAIN ~,j / DETAIL D DI / WASHERS AND ONE ;rC"} ■ f ��� W18x50 (LEVEL ) HARDENED WASHER ]---i ;;C «m.a / I (TYP.). SEE SLOTTED fi r` —' Si HOLE DETAILS. �� O1 3 II SEE INTERMEDIATEI/1 `� C I �����' DIAPHRAGM BOLTrDETAIL D 0 B • �`�'�`' `fir �_- NOTE: r") '� j HOLE LOCATIONS • FILL UNUSED HOLES G PART SECTION A-A BENT R B"4 BOLT • W/ MORTAR (TYP.) ~ � 1 • �9x6xpxl' IB (TYP.) j 1== .x. N 116"• HOLES _ • (TYP.) ' fJ IN 6"LEG OF . -�----A=.* BENT R AND IN i BULB TEE "D" BEAM INTERMEDIATE R6 x e x I' 1e N T 1 T T 1 T DIAPHRAGM STRUCTURAL STEEL A IP. HOLE 6,I 8 EQUAL SPACES, 18 BOLTS 6Y ` ONE BEAM CONNECTION ( DETAIL "D" WEIGHT IN BEAM WEB WI4x38 (LEVEL) 'A, NO.OF BEAM ,\ SHIM R ( e")PROVIDE p Iz". HOLE ammommomma CONNECTIONS DETAIL D TWO AT EACH LOCATIONS. IN BEAM WEB— 2- e"4'x 914" H.S.BOLTS WITH NUTS & WASHERS = 4.8 LBS. 8 38.4 (B> A BOLT HOLES SHALL BE SPACED SO ' ' AS TO MISS PRESTRESSED STRANDS DETAIL D \ la IN CONCRETE BEAMS. ONE DETAIL "D" I -BACKING R 6 x e x I'-I e = 8.5 LBS. 8 68.0 o I -BENT It 9 x 6 x z x I'-I a = 28.5 LBS. 8 228.0 -, 5 II ONE DIAPHRAGM NUMBER OF INTEGRAL ABUT. FIXED PIER DIAPHRAGMS NOTES: 8- P.x 21"H.S.BOLTS WITH NUTS & WASHERS = 10.3 LBS. 4 41.2 378 LENGTH OF W 18 x 50 DIAPH. ALL DIAPHRAGM MATERIALS, INCLUDING BOLTS, NUTS . WASHERS 18- P. x 22" H.S.BOLTS WITH NUTS & WASHERS = 19.5 LBS. 4 78.0 2- 116"m HOLES IN AND SHOP DRAW NGSLOFETHELVANIZED.STEEL DIAPHRAGMS SHOWING 4 - P.x 2"H.S.BOLTS WITH NUTS & WASHERS = 4.0 LBS. 4 16.0 It x 8 x 1'-I a LAYOUT AND DETAILS OF THE DIAPHRAGMS SHALL BE BEAM COIL TIE LOCATIONS 1 3 2-It 62 e x I'-2 = 19.3 LBS. 4 77.2 SUBMITTED FOR APPROVAL. 4 62 x e x I' 2 = 12.9 LBS. 4 51.6 ALL COSTS FOR FURNISHING AND INSTALLING STEEL INTERMEDIATE DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR STRUCTURAL STEEL. DESIGN FOR 21�/16'43-" SKEW L.A. ro THE I z"$ HOLES FOR THE P. H.S. BOLTS 12'-0 X 2/7 2/-O I"x 2" SLOTTED SHALL BE CAST INTO THE WEB. DRILLING IS NOT ALLOWED. PRETENS I ONED PRESTRESSED "LEG THE P. H.S. BOLTS THROUGH THE WEB SHALL HAVE A LENGTH OF MEMBER M N HOLES IN 9 a OF BENT It's AND THREAD LENGTH OF 3"MIN. AND 4" MAX.AND SHALL MEET 36' 0 END SPANS BEAM BRIDGE I WIS x 50 = 50 LBS./FT. 6' 9q 4 1362.5 I"x S SLOTTED x THE B REQUIREMENTS OF ASTM A449. 1INTERMEDIATE DIAPHRAGM DETAILS HOLES IN WIS x 50 ALL BOLTS ARE TO BE TIGHTENED PRIOR TO PLACING I W14 x 38 = 38 LBS./FT. 5' 5 4 832.8 SECTION C-C BRIDGE FLOOR. INCLUDES COST OF PLUGGING UNUSED HOLES IN WEB WITH MORTAR. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION INTERMEDIATE DIAPHRAGM STRUCTURAL STEEL - TOTAL (LBS.) 2793.7 DESIGN SHEET NO. 19 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AcCOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.19 3:08:26 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\RR_Final\180.STR 11" DIA.STD. M v, BTD 135 BEAM DATA STEEL PIPE AA_ I THE TOP AND BOTTOM ROWS OF THE r z W J CONCRETE nwi NO.OF STRAND a`^© Z a DEFLECTION (in)A p PERMISSIBLE ,y z m 0- r w 3 a CAMBER (in) MAXIMUM SPACING r DEFLECTED STRANDS ARE TO BE z co co" STRENGTH vi c r o -w m o Y IMMEDIATEU TIME U ,y o J LIFTING LOOPS SHALL Ti....inly � BTD w J x �. x w z o WEIGHT o W CUT WITH I' 6 PROJECTIONS WHICH JW co Jr a r -r a �, (ELASTIC)A (PLASTIC)A �> o,,,r CENTERLENEOOF BEAM ARE TO BE SHOP BENT AS SHOWN. BEAM z w w f'c) f'c ¢z o < w F�'� o o AT AFTER STEEL I STEEL T HL-93 LOADING (TONS) o u Z w THE REMAINING TOP DEFLECTED a ' >-+ (ksi) (ksi) I- I- w a x ia. RELEASE LOSSES STEEL DIAPHRAGM w Ln STRANDS ARE TO BE CUT WITH 5' S Nc.9-1 o Ln N o _DIAPHRAGM DIAPHRAGM cr 114111P- �� I PROJECTIONS. BTDI35 135'-0 I36'-4 8.00 9.00 0.60 42 12 2297 29.5 3.57 6.27 4.51 1.13 9'-OZ 53.2 26.2 3572 JI IISIX BOTTOM STRANDS ARE TO BE CUT6 I. BEAM NOTES? D 2 i4L / 'I41� 2 TOTBE SHOP RBENT TAS SHOWNIONS .THE E IQ DEFLECTIONS AT MID SPAN DUE TO WEIGHT OF SLAB AND DIAPHRAGM. THIS BEAM IS DESIGNED FOR AASHTO LIVE LOADS AS 3 SPS.AT 6 J REMAINING BOTTOM STRANDS ARE TO TYPICAL AT THE DEFLECTIONS SHOWN ARE FOR A SLAB (8 in)AND HAUNCH ( I.5 in) INDICATED IN ABOVE TABLE WITH AN ALLOWANCE OF 20 LBS BE CUT OFF REASONABLY FLUSH WITH BOTH BEAM ENDS WEIGHT OF: PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING SURFACE. THE CONCRETE. 0.96 kips/ft FOR 9'-OZ BEAM SPACING AND TWO STEEL DIAPHRAGMS, ALL PPC BEAMS SHALL USE HIGH PERFORMANCE CONCRETE (0.500 kips)PLACED 20' O,ON EITHER SIDE,OF THE BEAM CENTERLINE. (HPCIIN ACCORDANCE WED ITH THE STANDARD SPECIFICATIONS. STRAND PROJECTION A T B E A M ENDS WHEN FOR DIFFERENT SLAB AND DIAPHRAGM WEIGHT,DEFLECTIONS HOLD DOWN POINTS FOR DEFLECTED STRANDS MAY BE EMBEDDED I NJ C O N C R E T E END D I A P H R A G M S WILL BE DIRECTLY PROPORTIONAL. ATVPRODUCERDS ENDS OPTION BEAM A DISTANCE OF 0.05 L MAXIMUM 11110Hrli° Q2 DEFLECTIONS DUE TO THE COMBINEDEFFECT OF CREEPDUE TO ALL PRESTRESSING STRANDS EXCEPT LIFTING LOOP STRANDS 4 Z" NOMINAL DIA. WEIGHT OF SLAB AND SHRINKAGE OF SLAB. SHALL BE 0.60 in.NOMINAL DIAMETER (NOMINAL STEEL AREA = GRADE 270 STRANDS THREADED TOTAL BEAM DEFLECTIONS AT OF SPAN,A. ,DUE TO 0.217 in2)AND CONFORM TO ASTM A416 GRADE 270 LOW I 1� THROUGH EACH PIPE SLEEVEWEIGHT OF SLAB AND DIAPHRAGMS FOR DETAILING PURPOSE: RELAXATION STRANDS. MINIMUM STRAND BREAKING STRENGTH 1'/ BENT AS SHOWN AFTER THREADING. (A) Do=O�+pT FOR SIMPLE SPAN. SHALL BE 58.6 kips. ALTERNATE LIFTING DEVICES MAY (B) Ao=A1+4AT FOR END SPANS OF CONTINUOUS BRIDGE. TOPS OF BEAMS ARE TO BE STRUCK OFF LEVEL AND BE SUBMITTED FOR APPROVAL (C) Ao=Ai+ AT FOR INTERIOR SPANS OF CONTINUOUS BRIDGE. FINISHED AS PER MATERIALS IM570. TYPICAL AT EACH END OF BEAM (SEE LIFTING LOOP TABLE). BEARINGS SHALL BE AS DETAILED ON OTHER DESIGN SHEETS. L I FT I NG LOOP DETAIL OANDTAsAL IN0.217AInz PRESTRESS IS BASED ON 72.6% Vs,Vs.= 270 ksi. THE BEAM TO BRIDGES POURED NN BE PLACE USEDIFLOOR,,ARE TODE BECATT LEAST S28YDAYS OLD BEFORE THE FLOOR IS PLACED UNLESS A SHORTER CURING L I FT I NG LOOP AND OVERHANG TABLE CALCULATED DESIGN CAMBERS HAVE BEEN REDUCED FROM THEIR TIME IS APPROVED BY THE BRIDGE ENGINEER. THEORETICAL VALUES BY 15% TO AID CONSTRUCTABILITY. THE PORTIONS OF THE PRESTRESSED BEAM THAT ARE TO BE LIFTING LOOPS # OF STRANDS BEAM EMBEDDED IN THE ABUTMENT AND PIER DIAPHRAGMS SHALL BE BEAM EACH END PER LOOP D OVERHANG (FT) ROUGHENED FOR A DISTANCE OF 10"fROM THE BEAM END BTDI35 2 4 9'-3 16 BY SANDBLASTING OR OTHER APPROVED METHODS TO PROVIDE LIFTING LOOPS SHALL CARRY LOADS EQUALLY. SUITABLE BOND BETWEEN THE BEAM AND THE DIAPHRAGM IN ACCORDANCE WITH ARTICLE 2403.03, I,OF THE STANDARD SPECIFICATIONS. ALL BEAMS ARE TO BE INCREASED IN LENGTH TO COMPENSATE (NJ DESIGN STRESSES• AND SHRINKAGE. : FOR FORASTIC TRANSPORTING,TH�ESHOTENINGCREEP ALLOWABLE OVERHANG IS SHOWN IN 40,E-- DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE TO BE THE "LIFTING LOOP AND OVERHANG TABLE'. ...r. IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN THE CONTRACTOR SHALL ASSURE THE LATERAL STABILITY OF W SPECIFICATIONS FOR HIGHWAY BRIDGES,SERIES OF 2007. THE BEAM DURING HANDLING,TRANSPORTING AND ERECTION BY LIU CL J REINFORCING STEEL IN ACCORDANCE WITH SECTION 5,GRADE 60. PROVIDING TEMPORARY BRACING AS NEEDED. U i-"" CONCRETE IN ACCORDANCE WITH SECTION 5. HOLES MUST BE CAST IN THE WEB TO ACCOMMODATE THE STEEL --) PRESTRESSING STEEL IN ACCORDANCE WITH SECTION S,GRADE 270. DIAPHRAGM ATTACHMENTS AS DETAILED ON THE STEEL DIAPHRAGM edMMBER 00 EXACT.r OCATION OF COIL DETAIL SHEET. ii IES T0411tC AS t ILED ON SPECIFIC SPEC IFI CAT IONS°° MINIMUM CONCRETE f'c (AT 28 DAYS)AND MINIMUM f'ci AT LiA1DGE DES GN. RELEASE ARE LOCATED IN THE BTDI35 BEAM DATA TABLE ABOVE. C__) CONSTRUCTION: STANDARD SPECIFICATIONS OF THE IOWA FOUR 0.60 IN.DIAMETER STRANDS STRESSED TO NOT MORE DEPARTMENT OF TRANSPORTATION,CURRENT SERIES,WITH THAN 5000 Ibs.EACH MAY BE USED IN LIEU OF BARS 501 AND 1 ly I CURRENT APPLICABLE SPECIAL PROVISIONS AND SUPPLE- 5a2 IN THE TOP FLANGE. a 4 MENTAL SPECIFICATIONS. (TYP.) oidimul 4" 4, COIL TIES DESIGN: A.A.S.H.T.O.LRFD,SERIES OF 2007,WITH MINOR MODIFICATIONS. AIL (MIN.9000 LBS WIMENIOMOMMEr PULL OUT CAPACITY) L 2-5Z COIL T I E DETAIL ALTERNATE BAR NOTES: ALTERNATE BARS SHOWN IN BENT BAR DETAILS MAY BE USED IN LIEU AA 5b1 AND 6b3 BARS TO BE EPDXY COATED OF REINFORCING BARS SHOWN IN BAR LIST. NO ADDITIONAL PAYMENT * 6b3 AND 6b4 BARS TO BE USED IN PAIRS SHALL BE MADE FOR USE OF ALTERNATE BARS. REINFORCING BENT BAR DETAILS BAR L I ST NOTE:ALL BAR DIMENSIONS ARE OUT TO OUT r 3'-II i 4 113 D = PIN DIAMETER FOR BENDING BEAM BTDI35 (UNLESS OTHERWISE SHOWN) 1 �: \ #5 BAR D. 2" 4 h 1115 BAR SHAPE NO. LENGTH #5 BAR D= 2 1" 5a1 — _12 3I'-4 #6 BAR D. 42" 3T 6 2-3z -did ( -� �i 5a2 -12, 40'-0 18" h { 2' 31 6 4e I 1 131... �, z .� DESIGN FOR 21v16272'w O.A. AA 5bl III 10'-8 1'—'� AA* 6b3 r--1 36 5'-9 A D 2e Q _N 38 D=2B� - I1 3 /'_ PRETENSIONED PRESTRESSED * 6b4 24 5'-I 4 P . ,/' CONCRETE BEAM BRIDGE n - I36'-0 END SPANS 4c1 — 175 2'-7- D_28 1 N ° , -N _ 1'-0 ,- BTD 135 BEAM DETAILS 4dI r' 131 6'-5 r 1 ..L. T `., I I -7 e I. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 4eI r--126 , 3'-2 6b4 A0 5b6I AA 8b3 00 5b2) 5b I 4d I JOHNSON COUNTY (ALTERNATE) (ALTERNATE) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION 4h1 c=== 6 8'-0 DESIGN SHEET NO. 20 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.20 3:08:28 PM DrosteJ L:\work\project\60276947\000_CADD\OO1_Draft&Des\BR_Final\180.STR -13 I SYMMETRICAL ABOUT i-� 4c1 r, BEARING 5b1,4c1,4d1 9 { 21 a I'-6 = 3V-6; 4c1 I 9 12 6 0 42 1 5 0 33 I3 0 6= I'-6I 8 17 a 9 = I2'-9 I� 10 0 I'-0 = 10'-0 16 c I' 3 = 7'-61 22 0 1'-6 = 33'-0; 5b1,4c1,4d1 • 5a2 p A 5aI imminnarrimummiusiimm ni...m.nmapi � mum 11111 2-6b4irwrwr1r1rw11�11111111111En IIIIIII iiiIuiIIIIIIIIIIIIIIIItnn 01I -�—iiiiiii IIIIII• II•■II..IIIM•IIU•IIIIIIIIIIIIII -- naffiiiMEMSMffillimmimismis -I-- I II LL -�-- 4d1,4e1 + I 'I I _I 1 I I I I. 4e1 6LI-12 �2 8 -I 135' 0 TO OF BEARINGS HOLD D 13'-6 •1 1 ] POINT NT I36'-4 END TO END OF BEAM LC B BTD 135 LA o -11 7 x - IZCL. 2' 2 MIN. F_c 2'-2 MIN. I2CL. tocr • ill END OF �2' 2 MIN. r "—END OF BEAM �'(`Z "fl BEAM—► } } } L 6 LINES L5al L5a2 LSa2 Sal h.) TOP FLANGE LONGITUDINAL BAR LAYOUT I i I I o W THE TOP FLANGE BEAM -_• • I- 2 CORNERS ARE TO BE 'OW I I 1 1 N J CHAMFERED 2" AS SHOWN `y"8 �, i . AT BOTH ENDS OF THE BEAM. 71 I I 1 6 • 1 -14 ~•14 OF BEAM = --� 1 2" TOP LOCATION OF FOUR LOCATION OF FOUR FLANGE (TYP.) iD N TYP. 2 \ STRANDS IF USED TYP. 2 \ STRANDS IF USED T 0 P VIEW 114 6z� I14 IN LIEU OF Sal \ IN LIEU OF Sal ' ' s AND Sat BARS AA 5b2 AND 5a2 BARS R-8 +4� 6 V N 4cl 4c1 a �� —I o 1. Sal e riC4c1 a14c1 AREA = 748.8 in2 N —0o EPDXY COATED BARS ADIMENSIONS AT I 285g860 in4 2-6in 4"FILLET LEND OF BEAM 6cL. C` ' 5b1 cL. W BEAM SECTION BTD BEAM CROSS rn Inb4PROPERTIES SECTION I- o 116 CL.� ,..,. - SECT SECTION A—A �0.,,� 1Mily. 4n�6b3 a _J ¢ 4dl X Z (ALTERNATE) N m qdl 1 4h1 olio, � 4dl DESIGN FOR 21°16'43" SKEW L.A. o..- ¢ ¢ SEE ALTERNATE BAR NOTE ON SHEET V.20 111 12 —0 X 272 —0 / c a� I- N N 4el 4e PRETENS I ONED PRESTRESSED _ i i CONCRETE BEAM BRIDGE 5 0 2 . 36' 0 END SPANS -3 Q 2 BTD 135 BEAM DETAILS 2-A 2 I 13 2 = 2' 2 I 2 • 2 ' `• STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 SECTION B-B SECTION C-C JOHNSON COUNTY SECT I ON A-A IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 21 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A=COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.21 3:08:29 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\180.STR RAILING NOTES: RAILING NOTES (CONT.): COLUMN NOTES: WIRE MESH SHALL BE HORIZONTAL AND VERTICAL.SLOPING GRID TO MATCH PANELS WILL BE PREFLUXED PRIOR TO THE GALVANIZING BATH USING AN EACH COLUMN CONTAINS FIVE SEPARATE PIECES IN ADDITION TO THE LIGHT GRADE IS NOT ALLOWED. AQUEOUS TANK OF ZINC CHLORIDE/AMMONIUM CHLORIDE.THE USE OF A "TOP FIXTURE MOUNTED WITHIN THE BASE.THE FIVE PIECES ARE: FLUX"BLANKET ON THE MOLTEN ZINC BATH WILL NOT BE PERMITTED.WHEN - BASE (4'-6 x 2'-3 x 6'-7 TALL,MIN.) CONTRACTOR SHALL VERIFY DIMENSIONS OF CONCRETE AND END POSTS ON IMMERSING PANELS IN THE GALVANIZING BATH,ONLY A FULL,SINGLE DIP IS - BASE CAP (5'-0 x 2'-9 x 0'-5 THICK) BRIDGE PRIOR TO COMMENCING FINAL LAYOUT AND INSTALLATION OF RAILING. ALLOWED,WITH PANELS ORIENTED SUCH THAT ALL SURFACES OF THE ASSEMBLY - 2-PILLAR (I'-6 DIAMETER x 2'-2 TALL) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN CONCRETE RECEIVE THE ZINZ COATING,WITH NO AIR BUBBLES OR VOIDS AT ANY SURFACE - TOP CAP (5'-0 x 2'-9 x 0'- 10 THICK) DIMENSIONS PRIOR TO RAILING FABRICATION. OF THE ASSEMBLY.NO MULTIPLE DIPPING OF PANELS WILL BE ALLOWED.UPON REMOVAL FROM THE GALVANIZING BATH,PANELS SHALL BE MANIPULATED IN COLUMN PIECES SHALL BE CAST STONE. SEE "SPECIAL PROVISIONS FOR CAST ANCHORAGES SHALL BE ACCURATELY PLACED TO PROVIDE CORRECT ALIGNMENT OF ORDER TO PROPERLY DRAIN AWAY ALL EXCESS GALVANIZING SOLUTION.AIR STONE". COLOR SCHEME SHALL BE AS INDICATED ON SHEET V.23. RAILING.ANCHORS ARE TO BE 5/8"DIAMETER THREADED RODS CONFORMING TO COOL PANELS TO AMBIENT TEMPERATURE BEFORE HANDLING FOR SHIPMENT ASTM A307 GRADE A. AND/OR STORAGE. DO NOT QUENCH PANELS OR APPLY ANY POST-GALVANIZING SHOP DRAWINGS SHALL BE SUBMITTED FOR THE COLUMNS.THEY SHALL SHOW ALL TREATMENTS. CALIBRATE DRY FILM THICKNESS GAGES IN ACCORDANCE WITH CONNECTIONS AND INCLUDE ATTACHMENT HARDWARE. ALL ANCHORING HARDWARE IS TO BE GALVANIZED PER THE STANDARD SSPC-PA 2 (CURRENT EDITION).WHEN GALVANIZED PANELS ARE TO BE STORED SPECIFICATIONS AND HAVE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS AND OUTDOOR STACKING IS UNAVOIDABLE,THE PANELS SHALL BE RAISED FROM THE COLUMNS ARE TO BE BID ON AN EACH BASIS. PRICE BID FOR BASED ON 4000 PSI CONCRETE. THE GROUND AND PROPERLY SEPARATED TO PROVIDE FREE AIR ACCESS TO ALL "DECORATIVE COLUMN" SHALL BE FULL COMPENSATION FOR FURNISHING ALL PARTS OF THE SURFACE. THEY SHOULD ALSO BE INCLINED IN A MANNER WHICH MATERIAL; INCLUDING CONNECTION HARDWARE,BOLTS,SHIMS,BRACKETS AND STRUCTURAL STEEL POSTS SHALL COMPLY WITH ASTM A500 GRADE B.STANDARD WILL PROVIDE MAXIMUM DRAINAGE TO PREVENT THE FORMATION OF ALL EQUIPMENT AND LABOR REQUIRED TO FABRICATE AND INSTALL THE COLUMNS PIPE SHALL COMPLY WITH ASTM A500 GRADE B. STANDARD PIPE SHALL COMPLY "WHITE-RUST"OR WET STORAGE STAINING.THE GALVANIZER SHALL PROVIDE TO ACCORDING TO THESE PLANS AND SPECIFICATIONS, INCLUDING COLOR. WITH ASTM A500 GRADE B. ALL OTHER STRUCTURAL STEEL MATERIALS SHALL THE ENGINEER ALL GALVANIZING PROCESS-RELATED QUALITY CONTROL COMPLY WITH ASTM A709 GRADE 50 MINIMUM. DOCUMENTS INCLUDING,BUT NOT LIMITED TO,COATING MATERIAL CERTIFICATIONS,VISUAL EXAMINATIONS AND COATING THICKNESS NO SINGLE WIRE IN THE WELDED WIRE MESH SHALL BE WELDED TO THE FRAME EXAMINATIONS PRIOR TO FINAL ACCEPTANCE. AT BOTH ENDS OF THE WIRE. ALL PAINTED SURFACE SHALL BE PROTECTED IMMEDIATELY AFTER PAINT HAS ALL BURRS AND SHARP CORNERS OF RAILING COMPONENTS SHALL BE GROUND CURED.PROTECTION METHOD SHALL BE ADEQUATE TO PREVENT DAMAGE TO THE SMOOTH PRIOR TO GALVANIZING AND/OR PAINTING. PAINT DURING STORAGE,HANDLING,SHIPPING TO THE INSTALLATION SITE AND DURING THE INSTALLATION OF THE RAILING. PROTECTION SHALL NOT BE ALL STRUCTURAL STEEL TUBE AND BASE PLATE ASSEMBLIES AND DECORATIVE REMOVED UNTIL POTENTIAL DAMAGE TO THE PAINT IS LIMITED TO ASSEMBLY PANELS SHOWN IN THE PLANS ARE TO BE PAINTED AFTER GALVANIZING IN SURFACES ONLY.TOUCH-UP REPAIR OF DAMAGED PAINT IS TO BE IN ACCORDANCE WITH SECTION 2509 OF THE STANDARD SPECIFICATIONS. PAINT ACCORDANCE WITH SECTION 2509 OF THE STANDARD SPECIFICATIONS. COLOR IS TO MATCH RAL 8015. BOLTS AND OTHER FASTENER PARTS ON PAINTED SURFACES SHALL BE PAINTED AFTER INSTALLATION. ALL RAILING MEMBERS SHALL BE FLAT AND STRAIGHT AFTER FABRICATION AND GALVANIZING TO WITHIN I/8" IN IO'BY MECHANICAL MEANS WITHOUT DAMAGE WIRE FABRIC PANELS AND ASSOCIATED ANGLE FRAME ASSEMBLIES SHALL NOT BE TO THE ZINC COATING. PAINTED,BUT SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. ALL RAILING HARDWARE SHALL BE CAULK FOR BASE PLATES SHALL BE WHITE NONSAG LATEX CAULK MARKETED FOR GALVANIZED PER THE STANDARD SPECIFICATIONS. OUTDOOR USE,NO TESTING OR CERTIFICATION IS REQUIRED.EXCESS CAULK SHALL BE COMPLETELY REMOVED FROM SURROUNDING CONCRETE SURFACES. THE WELDED WIRE FABRIC PANELS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A 123. GOOD STANDARD PRACTICES SHALL BE ALL COSTS ASSOCIATED WITH THE RAILING INCLUDING WIRE FABRIC PANELS, FOLLOWED IN ACCORDANCE WITH ASTM A 143 AND ASTM A 384. PREPARE THE DECORATIVE PANELS,THE ANCHORAGES AND PAINTING SHALL BE INCLUDED IN FABRICATED PANEL SURFACES BY ABRASIVE BLAST CLEANING TO A MINIMUM OF THE PRICE BID FOR "ORNAMENTAL METAL RAILING.' SSPC-SP 6 'COMMERCIAL BLAST CLEANING"PRIOR TO HOT-DIP GALVANIZING. THE HOT-DIP GALVANIZED PANELS WILL BE PROCESSED UTILIZING A "DRY" ALL POSTS SHALL BE VERTICAL.RAIL POST BOTTOMS SHALL BE CUT TO MATCH KETTLE. DECK GRADE AND CROSS SLOPE. WELDED WIRE FABRIC PANELS ARE TO BE INSTALLED WITHIN ALL RAILING TOP OF RAIL SHALL BE PARALLEL TO TOP OF DECK. SECTIONS. DECORATIVE PANELS ARE ONLY TO BE INSTALLED IN THE LOCATIONS SHOWN ON SHEET V.23. ENDS OF RAIL SECTIONS ARE TO BE SAWED OR MILLED. kip C1 ALL CUT ENDS ARE TO BE TRUE,SMOOTH,AND FREE OF BURRS OR RAGGED '.- EDGES. CLIP a- _I ALL MATERIAL SHALL BE CONNECTED WITH ALL AROUND 3/16"FILLET WELDS 1444e'�'' fit-' UNLES OTHERWISE SHOWN. lD J C, EXPOSED ENDS OF TOP RAIL ARE TO BE CAPPED WITH A STEEL PLATE WELDED TO RAIL. Ln m QUANTITIES DESIGN FOR 21°16'43-" SKEW L.A. ITEM UNIT QUANTITY 12'-0 X 2/7 2'-0 ORNAMENTAL METAL RAILING L.F. 653.33 DECORATIVE COLUMN EA. 10 PRETENS I ONED PRESTRESSED 136' D END SCONCRETE BEAM BRIDGE RAILING/FINISHING NOTES STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 22 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AECi JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.22 3:08:30 PM DrosteJ L:\work\project\60276947\000_CADD\DO1_Draft&Des\BR_Final\180.STR ABUT BRG. i. PIER—>{ COLOR SCHEME MEASURED ALONG FACE OF RAIL, I'-5 66'-1z (NW & SE) 4'_6 60'-10 (NW & SE) i 3'-Iz 6'OFFSET FROM OF BRIDGE A HC-I33 "BOMBAY" (SHERMAN WILLIAMS), sr: 5 5 FACE OF COLUMN (TYP.) j (NW & SE) "CATALINA STONE"(ANVIL') 5� 12' 9z 6 0 7' 6 = 45'-0 7'-6 7'-6 6 0 7'-6 = 45' 0 7'-6 51 "SUN BUFF" ADVANCE SURFACES), MEASURED Is 4 • I* A OR EQUAL 3 0 8'-4 = 25'-0 4'-6 c (NW & SE) ALONG —A —> I 5,-3. 7,_6 CYLINDERS (2) i POST POST POST AA RAL 8015 FLARED RAIL �� z�K POST (TYP.ALL DECORATIVE I ,-, �_ I ) COLUMNS)AA I ` -- r 1 ri 1 ilo ,� --� — *—OIAPHRAGM FACES AND SIDES A % DIAPHRAGM INSET AA j 'M. CAP A T DECORATIVE , COLUMN INSERT EDGE AND 1.� COLUMN (2)AA (TYP.ALL DECORATIVE EXTERIOR FACE BOTTOM OF w PANEL (TYP.)AA COLUMNS)AA AND BOTTOM OFi CAP A 7 j BEAM (TYP.)AA DECK OUTSIDE OF BEAMS A ' 4 FORMLINER A SEGMENTAL 136'-0 i ABUT BRG.TO i PIER RETAINING WALL A k I p FORM LINER ON ALL EPOSED cla SURFACES OF ABUTMENT TO NOTE:OUTSIDE FACE OF LIGHTPO T IS CENTERED " MATCH ADJACENT RETAINING ON BUMPOUT 0 8'-3 LT./RT.OF BRIDGE. I C. rf sl. ........ WALL A —AC) "t 1 ,_,,_,Cr.,C ' —'0 -r `* ABUT D ro hi—i PIER - . I'-41 60'-10 (SW & NE) 4'-6 67'-IO1 (SW & NE) 1'-5 MEASURED ALONG FACE OF RAIL, i1 it A A A A A' 6'OFFSET FROM OF BRIDGE (SW & NO FACE OF COLUMN (TYP.) 5 1 51 t 7'-6 OZ >I< 6 0 7'-6 = 45'-0 7'-6 5 2 0 7'-6 6 0 7'-6 = 45'-0 7'- � 1 5 — = 15'-O (SW & NE) i POST RAILING & POSTS WIRE FABRIC (TYP.) I (TYP.)AA POST rE POST GALVANIZED FINISH 1 *_, i 6 A 3 0 8-4 - 25-0 > MEASURED ALONG FLARED RAIL ���— ,"; POST �— pR1 1---.—..—.7.----.7 r p 1 1\ I[................: io A=p o r I t T i c c NOTES: BEAMS AND SUBSTRUCTURE TO BE ' - 136'-0 PIER TO ABUT BRG. COATED WITH COLORED SEALER AS NOTED. * I" MIN GAP;6" MAX GAP BETWEEN COLUMN AND RAIL POST. DESIGN FOR 21°16'43' SKEW L.A. FORML I NER PATTERN 12'-0 X 272'-0 FORMLINER PATTERN AND TEXTURE SHALL MATCH THE DODGE STREET PEDESTRIAN PRETENS I ONED PRESTRESSED BRIDGE OVER 1-80 IN IOWA CITY, IOWA; IDOT PROJECT NUMBER CONCRETE BEAM BR I D G E ESIM-080-6(285)243--05-52.APPROXIMATE FACE DIMENSION SHALL BE 18" WIDE X 8" TALL 136'-0 END SPANS AND BE IN A BRICK PATTERN WITH SPLIT FACE TEXTURE.MAXIMUM DEPTH OF TEXTURE RAIL I N G LAYOUT SHALL I". STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 23 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A!CON1 JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.23 3:08:32 PM DrosteJ L:\vork\pro,ject\60276947\000_CADD\OO1_Draft&Des\BR_F1na)\I80.STR COLORED SEALER COATING NOTES GENERAL NOTES FOR TEXTURED CONCRETE FORM LINERS THE SURFACES AS NOTED ON SHEET V.23 SHALL BE FINISHED WITH SEE SHEET V.23 FOR LOCATION OF FORM LINER TEXTURED CONCRETE. A HIGH SILICONE- CONTENT ACRYLIC SEALER COATING IN ACCORDANCE WORK PERFORMED TO CREATE TEXTURED CONCRETE SHALL BE IN ACCORDANCE WITH THE DEVELOPMENTAL SPECIFICATION,"COLORED SEALER COATING WITH THE STANDARD SPECIFICATIONS FOR FORMWORK AND THE FOLLOWING: FOR STRUCTURAL CONCRETE". FORM THE TEXTURED CONCRETE SURFACE USING A FORM LINER SYSTEM MADE THERE ARE TWO DIFFERENT COLORS OF CONCRETE SEALER COATING TO OF HIGH -STRENGTH URETHANE ELASTOMER.PLASTIC OR FLEXIBLE FOAM MATERIALS BE USED ON THE BRIDGE.SEE SHEET V.23 FOR COLOR SCHEME AND FOR CAPABLE OF WITHSTANDING ANTICIPATED CONCRETE POUR PRESSURES WITHOUT SPECIFIC COLOR LOCATIONS AND LIMITS.THE CONTRACTOR SHALL SUBMIT LEAKAGE OR CAUSING PHYSICAL DEFECTS.FORM LINERS SHALL EASILY ATTACH PRODUCT SPECIFICATION SHEETS AND COATED CONCRETE SAMPLES AS DESCRIBED TO FORMS AND BE REMOVABLE WITHOUT CAUSING CONCRETE SURFACE DAMAGE. IN THE DEVELOPMENTAL SPECIFICATION. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ATTACHING FORM LINERS TO THE CONCRETE FORMS. IF RECOMMENDED BY THE FORM LINER MANUFACTURER, STEEL RAILINGS AND EMBEDDED STEEL JUNCTION BOXES SHALL NOT BE WATER - USE STRUCTURAL BACKERS TO PREVENT DEFORMATION OF THE LINER DURING LOADING OR SAND BLASTED DURING CONCRETE SURFACE PREPARATION.ALL STEEL COMPONENTS OF THE FORMS.THE LINER SHALL BE DESIGNED TO FORM SURFACES CONFORMING TO SHALL BE PROTECTED FROM COATING OVERSPRAY DURING APPLICATION.ANY DAMAGE THE DESIGN INTENT INCLUDING THE SHAPE,LINES AND DIMENSIONS SHOWN IN THE TO STEEL COMPONENTS THAT OCCUR AS A RESULT OF SURFACE PREPARATION OR PLANS AND TO AVOID VISIBLE PATTERN REPEATS.MATCH PATTERN FEATURES AT CONCRETE COATING APPLICATION SHALL BE REPAIRED ACCORDING TO IOWA DOT FORM LINER JOINTS TO MINIMIZE PATTERN REPEATS AND MAKE THE FORMED CONCRETE SPECIFICATIONS AT THE EXPENSE OF THE CONTRACTOR.DO NOT APPLY COATING SURFACE APPEAR UNIFORM AND CONTINUOUS WITHOUT VISIBLE SEAMS AND FORM MARKS. TO EMBEDED STEEL JUNCTION BOXES. WHEN JOINTS ARE UNAVOIDABLE,MAKE JOINTS ALONG MAIN FEATURE OF THE PATTERN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.DO NOT MIX FORM LINERS COATED SURFACE AREA TABULATION (SY): FROM DIFFERENT MANUFACTURER'S WHEN FORMING AND INDIVIDUAL TEXTURE ON THE PROJECT. AA = RAL8015 PIER COLUMNS = 18.3 SY FORM LINER EDGES FOLLOWING CURVES ARE TO BE CUT CLEANLY AND PARALLEL TO THE BEAMS/PIER DIAPH. INSET = 547.1 SY CURVE.USE ADEQUATE BLOCKING,SEALING AND OTHER MEANS IN ORDER TO MAINTAIN THE SUBTOTAL = 565.4 SY APPROPRIATE DEPTH AND CHARACTER OF TEXTURE AT CUT EDGES OF LINERS AND TO PREVENT MORTAR LEAKAGE. = HC-I33 DECK AND PIER DIAPH.= 261.9 DURING LOADING OF FORMS WITH CONCRETE,TAKE EXTRA CARE TO ADEQUATELY VIBRATE SEGMENTAL BLOCK RETAINING WALL = 60.0 SY CONCRETE IN ORDER TO MAINTAIN ALL INTENDED FEATURES OF THE FORM LINER IN THE ABUTMENT AND WING FACES = 67.0 SY FINAL SURFACE AND TO PREVENT VOIDS.FOLLOWING REMOVAL OF FORMS,FINISH MINOR PIER CAPS AND RECTANGLE COLUMN = 47.5 SY DEFECTS TO BLEND WITH THE BALANCE OF THE SURFACE TEXTURE.THE COMPLETED SUBTOTAL = 436.4 SY SURFACE SHALL BE FREE OF BLEMISHES,SURFACE VOIDS AND CONSPICUOUS FORM MARKS TOTAL = 1001.8 SY TO THE SATISFACTION OF THE ENGINEER.THE CONTRACTOR SHALL CORRECT ANY SURFACE DEFECTS AT NO ADDITIONAL COST TO THE PROJECT. SURFACES TO RECEIVE COLORED SEALER COATING SHALL BE PREPARED ACCORDANCE WITH THE DEVELOPMENTAL SPECIFICATION "COLORED SEALER COATING FOR STRUCTURAL CONCRETE", VERIFY THAT RELEASE AGENTS USED ARE COMPATIBLE WITH FORM LINER MATERIAL,ARE EXCEPT THAT COMBINED SAND AND WATER BLASTING SHALL BE REQUIRED.THE COMBINED COMPATIBLE WITH THE COLORED SEALER,AND ARE NON- STAINING.APPLY RELEASE AGENT SAND AND WATER BLAST SHALL BE IN ACCORDANCE WITH ASTM D 4259-88,"STANDARD IN ACCORDANCE WITH THE FORM LINER MANUFACTURE'S RECOMMENDATIONS. PRACTICE FOR ABRADING CONCRETE" SECTION 8,ABRASIVE BLAST CLEANING PROCEDURE". SURFACE ROUGHNESS ACHIEVED SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL IF USED,FORM TIES SHALL BE MADE OF NON -CORROSIVE MATERIALS WHEN THE PORTION CONCRETE REPAIR INSTITUTE (ICRI)TECHNICAL GUIDELINE NO.03732 FOR CONCRETE SURFACE PERMANENTLY EMBEDDED IN THE CONCRETE IS LESS THAN I-I/2 INCHES FROM THE FINISHED PROFILE TWO OR THREE (CSP 2-3)WITHOUT EXPOSURE OF COARSE AGGREGATE.TAKE SPECIAL SURFACE.POSITION FORM TIES AND ACCESSORIES IN STONE PATTERN MORTAR JOINTS IF CARE TO ENSURE THAT FINISH IS CONSISTENT ACROSS ENTIRE SURFACE.FOLLOWING BLAST APPLICABLE AND AT HIGH POINTS OF FINISHED WALL. CLEANING,WASH ALL SURFACES WITH PLAIN POTABLE WATER AND ALLOW TO DRY COMPLETELY IN ACCORDANCE WITH THE DEVELOPMENTAL SPECIFICATION BEFORE COATING APPLICATION. STRIP FRAMEWORK USING TECHNIQUES IN ACCORDANCE WITH LINER MANUFACTURER'S RECOMMENDATIONS AFTER CONCRETE HAS ACHIEVED THE STRENGTHS AND CURE TIMES REQUIRED BY THE PLANS AND APPLICABLE SPECIFICATIONS.CLEAN AND REPAIR FORM LINER SURFACES PRIOR TO USE.DO NOT USE SPLIT,FRAYED,DELAMINATED OR OTHERWISE DAMAGED FORM LINERS. ALL COSTS ASSOCIATED WITH CONCRETE TEXTURING AND FORM LINERS ARE TO BE INCLUDED IN THE BID ITEM,'STRUCTURAL CONCRETE (BRIDGE)". PIER AND ABUTMENT CONCRETE TEXTURE NOTES THIS WORK CONSISTS OF APPLYING TEXTURED FINISHES ON ALL DESIGNATED CONCRETE SURFACES OF THE PIER AND ABUTMENTS SHOWN ON SHEET V.23 AND IN THESE PLANS.SEE GENERAL NOTES FOR TEXTURED CONCRETE FORM LINERS FOR MORE INFORMATION REGARDING THE USE OF FORM LINERS. THE CONTRACTOR SHALL SUBMIT A 2 FOOT BY 2 FOOT SAMPLE OF PROPOSED FORM LINER TO THE ENGINEER FOR APPROVAL.THE SAMPLE MAY BE EITHER ACTUAL FORM LINER MATERIALS OR FOAM CASTINGS. PRIOR TO BEGINNING AND PRODUCTION CONCRETE WORK THAT INCLUDES TEXTURE,THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUT SHEETS FOR FORM LINERS ALONG WITH SHOP DRAWINGS THAT INDICATE POSITION OF LINERS WITHIN CONCRETE FORMS,LAYOUT OF JOINTScAND BACKIgIG MATERIAL TYPE AND THICKNESS IF REQUIRED. or �> v; VO DESIGNOR 21'16'43'SKEW L.A. met 11- - 12 O X 272 0 PRETENSIONED PRESTRESSED N 136' D END SP ONCRETE BEAM BRIDGE NS CONCRETE TEXTURE AND SEALER NOTES STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,20I5 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 24 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM IECVM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.24 3:08:33 PM DrosteJ L:\work\project\60276947\000_CADD\00I_Uraft&Des\BR_Final\I80.STR 5'-0 c a• lO 1 2'-9 2'-6 2'-6 -c i COLUMN , ri < l•1 TOP CAP \\\t TOP CAP ; r r I 0 0 I I I I PILLAR (TYP.) ; PILLAR III • A II I I 1 91 I N N 91 1 91 I I y O HSS 6x4x1e I > IL hj 1 > 1 11 RAILING -- BASE CAP I9 N N r I9 . I Li l9 LIGHT �� in in- 1 1 i BASE CAP POST6x4x s 12' 0 TRAIL (TYPE LI) A A I� I I DECORATIVE STEEL PANEL ur i I al> j LIGHT v I `v s$ THROUGH BOLT (TYP.) 1I BASE (TYPEI) r 2"x2„ j c 2'-3 • 2'-3 > BASE GALVANIZED Z T w a PANEL MESH 12' 0 TRAIL 1 O i I Q HSS RAILING, STEEL I I" GAP I"GAP RAILING OUTSIDE COLUMN r7 P.t I > TO BE FLUSH WITH METAL POST 11111111 i j I io `° 1 0 1 1} i 1 c s INCH — Ii--1 1----7-I--trr� INM F1101.1111.11.1.1.1.W CONDUIT I tO I I I ��'� II r 1j,11 vI m 1. I I ,`_ Ei A 6cI SEE FILL BASE INCH SHEET V.II OF COLUMN CONDUIT cn (TYP.) WITH CONCRETE C-3 C.— -i 3'-0 . AFTER PLACEMENT SECTION „ .--1 COLUMN END VIEW COLUMN SIDE VIEW c 4"-6xi =ace `T+ G 0 SEE "COLUMN NOTES" ON SHEET V.22 2'-0 6 2'-0 -4T- . Fr FOR CONNECTION NOTES. a c > < > (� ''`y r - I .4 .. 4'-6 3 POST SPA.0 8'-4 = 25'-0 iD j " 4"$ CONDUIT c >< > (NI to COLUMN 1+1 ::1 No HSS 6x4x1s aI CLIIM" 6c1,SEE SHEET V.I I (TYP.) I o Q I ri I 4x31x1 COLUMN >a N 1- PLATE�(TIOP) io SECTION A—A r w A I 5'-0 o i _ > R 3Tx3x1 6" DIA.(TYP.) _ I 1 f'ONt�ECTI20N j a Y e a PLATE (BOTTOM) PILLAR v I I I COLUMN�— _ " _Co . " HSS 6x3x16 I 1 v 1 I I I HSS 6x4x a `SyQ I L. APPROX.TOP POST (TY�.) LLI JJ OF WALL L a e ,(/ I' 3 I' 3 I' 3 I' 3 I l HOLLOW CORE I 1 — COLUMN (OPTIONAL) I I I CONCRETE � � SECTION B—B LJ ENCASEMENT (BACK OF WALL) ; 1 A DESIGN FOR 21°16'43" SKEW L.A. ABUTMENT RAILING DETAILS �;J 12'-0 X 272'-0 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE cr 136' o END SPANS I in RAILING DETAILS Hi y STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 I I< I'-0 DIA.(TYP.) JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 25 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.25 3:08:35 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Final\i80.STR POST (TYP.) 7'-6 7'-6 i POST (TYP.) 4 I 12'-0 5 I 7'-6 I c. POST (TYP.) I 7'-6 5 < 1 ' < '< '• I < TRAIL " )' 4 1►4 < A < 3 � HSS 6x4x,36 3 5 (TYP.) I 4 '• < HSS 6x4x3 3 3 RR 4X31X' - s 3 �5�(TYPJ ► i HSS 6x4x� CONNEC�TIZON PLATE I I I --I 31x5Zx3x10 (TOP) I r I I- I I I j TUBE STUB I I I A �aB �0R 4x31x1 �' A 117 CAP END \ HSS4x4x1 i AE c- 3IP o 1 CONNEI TI?ON I 3 xSZx x10 I OF TUBE �pOST I I I I 3' 6 I CAP END I 7'-0 TUBE STUB RR 4x3 x I OF TUBE IQ� I I •PLATE (TOP) i 1 11 I I CONNEC�ThON 6EC�RXAT�VE iE 21x21x�1 I I m I HSS 6x4x3 I R 2xZx5' II; \ It 3 6p. PLATE (TOP) IIPANEL j C�RA?IVE I I I POST (TYP-.) I I 'x21x1 I j j R 2px2xy ...; 0 m / 2xZx5' II4 CONNECTION PANEL I R 2z z z I In HSS 6x4x� DECORATIVE PANEL ,, // PLATE (MID.) I (CONNECTION I i I h < FACE OF I DECORATIVE PANEL I POST I CONNECTION j B (PLATE (POST) i 4 3' 6 3' 6 > 1 21 x5 1 x 3 x5 I I 1 7 DECORATIVE CONNECTION PLATE (TYP.) I j 'I" • TUBE-STUB UB COLUMN \ PLATE (TYP.) 2 xSZx x5 j I I 't „ I 1 I TUBE STUB I r w, // FACE OF w j I �� R j , �jm �A I 3 j to I co d to I V DECORATIVE Fr I ' CONfiECTITON 1 HSS 6x3x16 o I A II< Cr I `I 1c o I �ONf�ECTIzON I HSS 6x3x3� oA e I % COLUMN HSS 6x3x Imo,. PLATE (BOTTOM) i ' I I GAP GRADE VARIES - I PLATE (BOTTOM) l ; I / \ HSS 4x4x16 ^l GRADE VARIES - '+ ('1 GRADE VARIES r POST A > �� I I I I A 1 I A I R T CONNECTION POST MID POST CONNECTION POST END POST CONNECTION POST to w CONNECTION POST ENDIPOST CONISECTlI1ON PLATE SECTION ¢ (BOTTOM) TYP I CAL INTERIOR RAIL PANEL A-A INTERIOR COLUMN END SECTION INTERIOR COLUMN END SECTION 24 REQUIRED 6 REQUIRED 4 REQUIRED SEE SHEET V.23 FOR LOCATION OF DECORATIVE PANEL. I5'-0 12'-9z < s- .4 > 7'-6 7'-6 7'-6 5'-3 < ► < >< A. 5 31 14 7'-Oz POST (TYP.) / HSS 6x4x3 HSS 6x4x 3� HSS 6x4x3 3 5 (TYP.) �/ • k 14 31x5zx3x10 Q w I —\� I ' 4.0 �� —1� TUBE STUB 1 ,-", A E_ I J, I I rl CAP END r C Sal w I III I I I I I I I / CAP END OF TUBE HSS 4x4x�I ni j 3'-6 CAP END OF TUBE POST j R 4x31x1 1 m I > OF TUBE I I I j It 2x 1 x5'-11 1 3'-6 L 1 1 1 3 I / I I a0 I I 2 , m I PLATE (TOP) ►` 2 I I It 2Zx2b4 (HSS 4x4x16 I I ►4 / I I 21 X2'X1 3 I ~ I CONNECTION jPOST 1 IR 2x21x5'-114 3 I Ih 1 POST I — F 2xZx5' II4 R z z z I n 3 4 PLATE (TYP.) y DECORATIVE PANEL HSS 6x4x s I j I .� l % DECORATIFACE VE F P�ATEC(TYP.) I I POST (TYP.) I v I I COLUMN I 1 21x5'x3x5 Ii I sj j/—FACE OF I ! ; m I I DECORATIVE ` . TUBEZS�UB �( DECORATIVE w I ; 3 oA I 3 I`ti I¢I % COLUMN w I ; HSS 6x3x3A I I / COLUMN N ¢ jl HSS 6x3x16 - j HSS 6x4x j I - I , 16 2 I I / I w I 3 o C 3Tx3xl a POST (TYP.) a - GAP > GAP IIQ HSS 6x3x _ j PLATE (BOTTOM) > I r.. I IA GAP < I r GRADE VARIES s I a NN GRADE VARIES t� w i „ w GRADE VARIES e j , j - G 0 o N 1-7 I I A I I I I f°' ;'..C ONNECTION POST MID POST END POST CONNECTION POST MID POST END POST END POST CONNECTION POST 1.i ;_ INTERIOR COLUMN END SECTION ABUTMENT COLUMN END SECTION ABUTMENT COLUMN END SECTION t (--) 2 REQUIRED I REQUIRED AT NW ABUT COLUMN TRAIL SIDE I REQUIRED AT SW ABUT COLUMN ""� ( 'Y s I REQUIRED AT SE ABUT COLUMN 14 I REQUIRED AT NE ABUT COLUMN .cc I L 2x2x1 to c7 N 2x2 - W4xW4 WELDED WIRE FABRIC RAILING si HORIZONTAL WIRE DESIGN FOR 21'16'43" SKEW L.A. NOTE: 12'-0 X 272'-0 HORIZONTAL WIRE ALWAYS : PRETENS I ONED PRESTRESSED OVERLAPSS ERTICS IDLE.ON L 2x2x16 CONCRETE BEAM BRIDGE 136'-0 END SPANS RAILING DETAILS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 PART SECTION B-B JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 26 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM a_COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(32O)244--13-52 SHEET NUMBER V.26 3:08:37 PM DrosteJ L:\work\project\60276947\000_CADD\O01_Draft&Des\BR_F1nal\180.STR 4—R 3aX3XZ I _ A A _ F IIx8x4 > . _: i * UFI \(TYP) F _ _ � GALVANIZED GALVANIZED STEEL SHIM STEEL SHIM -ry / _ _rvHSS 6X44' DRAIN HOLEi Ln3It 3BX3X(TYP) 16 -- - r \_ -f , __ 1 `A v _ _ o 12 I 14 I° Ii I!1 [1� ' I . HOLES (TYP.) C) t_.. V II I I '�� I I J ) !„"' < Al v. 3z > ' ` pl 3 8 c > _.di � - -rn MID AND LONG. MID AND TRANSVERSE SHIM POSTS) �- .... CONNECTION POST BASE PLATE CONNECTION POST SHIM (ALL - r;) NOTE: PROVIDE 2 - LONGITUDINAL AND 2 - TRANVERSE GALVANIZED STEEL SHIMS PER RAILING POST;TO BE USED AS REQUIRED DECORATIVE COLUMN 2 R 2X1X5' I I i //> V "r A A — I (TYP) • a II,.). • 11 — j CAULK ENTIRE BOTTOM SURFACE 1n r < _r r OF BASE PLATE AND EDGES OF ri BASEHPLATE. RE REQUIRED EXCESS TO CAULKLEVEL j MENT GALVANIZED AND LAPPLY EC ULLKR TBEADCALONG /� A- cr STEEL SHIM Lo Q, PLATE EDGES c. HSS 4X4��/ IS DRAIN HOLE / j J^ PI 3 38X3X1 Q v (TYP) Is O • _ \ I-" I > �L i r v - a PL 9x8x4 I A A I3 II w PO ANCHORS z> >� icy HOLES (TYP.) W 111 51 11 z A. < z A. At 1n -- -- DESIGN FOR 21°16'43" SKEW L.A. 12'-0 X 272'-0 42 'I` 3z PRETENS I ONED PRESTRESSED 8 CONCRETE BEAM BRIDGE POST BASE PLATE DETAILS 136'-O END SPANS * ALL POSTS SHALL BE VERTICAL.RAIL POST RAILING DETAIL S END POST BASE PLATE LONG. END POST SHIM BOTTOMS SHALL BE CUT TO MATCH DECK GRADE STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 AND CROSS-SLOPE. CONSTRUCTION INACCURACIES ONLY. JOHNSON TO ADJUST JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 27 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AL COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.27 3:08:38 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Flnal\180.STR 12'-0 TRAIL 4 RAIL & POST 3 12'-0 TRAIL 4 POST q JTOP RAIL c::::111°. I� ` > :- I f:III). TOP RAIL 2x2 - W4xW4 IADD POST �� HOLE FOR it 38x3xz • L ` e� BOLT i I PLATE E(ORNEEDED) l� �i� L 2X2X16 �il��—� i 1 ! 1 i s POST , `$ / L 2x2x16 �/ POST L 2x2x16 '� ��� �T III I I POST (W RE MESH / /�I• }i (WIRE MESH \ - - - �� - II 1 ' - ��� olo ---- i I FRAME) il 0\I�� _ I I 1 FRAME) -101 2 � � �IRA I� /� HOLE FOR 1 2LONi IL '\� a v -�� `�—ADD DECORATIVE N -� oBOLT L I 1 J PLATE OF NED) J D ir&op �. 2x2 - W4xW4 L 2zx2x16 : s1 z t 16 BASE PLATE o_ POST1111 (22 LONG) � ,--�,--, , / R 4x38xz 1 I BASEPLATE 1 I L 2zx2x16 R 38x3xZ I I I I L 2zx2x16 I z (21.' LONG) I I I I z I z I I 213 (2 LONG) it> 116 4< a p I I D-D � SECTION C-C DETAIL B SECTION D D DETAIL A E ,,, w GT r DETAIL A A■■II■■■■1 1 • A ■■■\M■■1 1■P:I■■■■11„ 12' 0 TRAIL 4 POST I■■■■■►'■1 1P-4■■■■P'i c >< > VARIES I •5\•■■■►`6 d■�P A■It, 1■�_ �\•■\ ;■P i■■■I > 1■■\� 41■1 - .111M TN, z (TYP.) I ;MEM. ■t/� A■I < _ .IIIIIIIIMIIIIIIIII ■► ■■\, "�P- AM! 1PJJJJJitiil .r■■■■■■1■■■\n■ti1!1 �ST ( NDt-- KI■■■■■►% �� i/ i�\■■■■►C �i iul / REMOVE LEG i (IOFNREQUNECT IIREDON PLATE ■■■■■■��■■■■■ ���^�••� ��1��i I (MMAII GIIIIMEMIs EINEM■■ jI lD / I OF ANGLE TO ■■■■N/ Is MISS TUBE ' L 2x2,Xd / \ "$ HOLE (TYP.) av I \ E ii! ■■■■■■■■■■■ i■1.■■■■I i X ,�, ! 1911.1".11.1� .■■■■■■■1 I■■■■■■■■i �::111111�� 2x2 W 4 3 ■■■■■■■■■■■ H ;;H!!! ■■■■■■■I> i 1■■■■■■■■1 1■■ N ' HSS 6x3x16 ._ ■■■■■MP 1■■■■■■■■1 •1■■■■■■■■1 /lk I I 1■!.■■■■■1 1■■■■■■■■1 ' !Mi■■■■■■1 1■■■■■■■■I co ■■■■■■■■1 1■■■■■■■■I / — WIRE MESH BEYOND I■■■■■■■■1 1■■■■■■■■ 1■■■ ,.....■■■1 1■■■■■■■■I 1■■■■■■■■■■■■■ -� 1 m - - I I■■■■■■■■■■■■■ :::::::: ■■■■■■\•11 1■■■■■■■■■■■■■ mAUI ■■E 1■■■■■■■■■■■■■!■■■■■■■■■■■■■ IliHIR i1■■■■■■■■■■■■__ I DECORATIVE PANEL DETAIL I■■■■■■■■■��■■ ■■■■■■■I I NOTE:ALL DECORATIVE PLATES SHALL BE Z" THICK 1■■■■■■■■■II■iiiiismum■�' 1■■■■■■■ ■■■■■■1 i (TYP) L11maDESIGNFOR 21°16'43" SKEW L.A. �' ��PikNW'6; W 12 0 X 272 0 o . W PRETENSIONED PRESTRESSED DETAIL B I I CONCRETE BEAM BRIDGE z2Z 2x2x CONNECTION PLATE 136'-0 END SPANS (IF REQUIRED) PART ELEVATION AT MID PART ELEVATION RAILING DETAILS SECTION E-E OR CONNECTION POST AT END POST STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 28 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM 1A=COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.28 3:08:40 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\180.STR VERTICAL . WIRE 1 H LOCATION \ OF WELD 1 G a L 2x2x5 GRIND r 1 WELD CASE 3 K �� OUTSIDE alliglIIIIIIIWELD CASE 2 G SEAL TRADIUS (TIP.) �� �� �� // �/ HORIZONTAL • WIRE A - I WELD CASE 1 I a AT SIDE CHANNELS > SECTION F-F �- , ------ 2x2 W4xW4 -I 1 CL zW DRAIN HOLE WELDED WIRE FABRIC (TYP.AT TOP CORNERS O O OF PANEL) �1 WELD CASE I BEND VERTICAL WIRE ill I DOWN TO FRAME WELD ATr6S ON PRIOR TO WELDING ALL FRAM�tv1EMBERS (TYP.) 14 G \ a y.„J i G„ N c''. `' LOCATION r- OF WELD -1 ,ys \ CC., I r,.�I HORIZONTAL \ ^0 Fri WIRE , � —, - .- ., . N) N WELD CASE 2 AT TOP SECTCHANNE L BOTTOM ANGLE G-G Il ((TIP) I WELD AT 6" ON ALL FRAME MEMBERS (TYP.) Fl 111121111011/ VERTICAL (TIP) WIRE I LOCATION FRAME DETAIL OF WELD HORIZONTAL (BACK SIDE SHOWN) WIRE NOTE:HORIZONTAL WIRES ALWAYS OVERLAPS VETICAL ON THE PEDESTRIAN SIDE. DESIGN FOR 21�°16'43" SKEW L.A. AT TOP WELD BOTTOM ANGLE 12'-O X 272'-O SECTION H-H PRCONCREOTEEBEAME PRESTRESSED 136'-0 END SPANS WIRE FABRIC WELD CASE DETAILS RAILING DETAILS NOTE:SEE FRAME DETAIL I FOR LOCATIONS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 DO NOT WELD BOTH ENDS OF THE SAME WIRE TO THE FRAME JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 29 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A=COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.2 9 3:08:41 PM DrosteJ L:\work\project\60276947\000_CADD\OO1_Oraft&Des\BR_Flnal\I80.STR LIGHT FIXTURE TYPE LI MOUNTED 4 CONDUIT FOR FUTURE USE IN COLUMN (TYP.) (DIVISION III) SEE SHEET V.27 /1 r� r—+ gig Di r—� /. 1 ��(�3) ©_ Nr----- ----------------�------------ -—----------- r---------- --------------ti------------ -- zo © - of -...{ - i il- 4 ' `..;•� -- ---- _ ,id,„; LJ AP. ` `s, BRIDGE © LIGHTING CONDUIT (TYP.) r DECK LIGHTING & CONDUIT PLAN COORDINATE LOCATION FOR LIGHTING CONTROLLER WITH UTILITY ADJUSTMENTS AND TRAIL WORK NOTES: CONSTRUCTION SHALL CONFORM TO THE CURRENT IOWA D.O.T. STANDARD AND SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS. CONDUIT INSTALLATION SHALL COMPLY WITH THE ARTICLE "ELECTRICAL DUCTS",SECTION 2523. CONDUIT PENETRATING THE ABUTMENTS SHALL BE PLACED TO MISS THE TRAIL APPROACH SLAB. A WATERTIGHT EXPANSION FITTING SHALL BE USED IMMEDIATELY UPON ENTERING AND EXITING THE ABUTMENTS. THESE COSTS //— SHALL BE INCLUDED IN PRICE BID FOR "ELECTRICAL CIRCUITS . SEE STANDARD ROAD PLAN LI-103 FOR ADDITIONAL INFORMATION ON HANDHOLES. SEE STANDARD ROAD PLAN LI-104 FOR ADDITIONAL INFORMATION ON JUNCTION BOXES. r I ALL "C" ENTRANCE HOLES IN JUNCTION BOXES SHALL BE DRILLED AND BRIDGE LIGHTING TAPPED FOR THE SPECIFIED CONDUIT SIZE. ALL OTHER HOLES SHALL HAVE UNIT TYPE LI A CONCRETE - TIGHT SLIP FIT. CONDUIT ENDS SHALL NOT PROTRUDE INTO N (CIRCUIT LC-2) JUNCTION BOX MORE THAN 1/4". DRAIN PIPE END SHALL BE FLUSH WITH INSIDE OF SURFACE BOX. GROUNDING BUTTONS SHALL BE LOCATED 3„ ' jAPPROXIMATELY 3" FROM THE INSIDE OF THE BOX WALL, AND NOT CLOSER LIQUIDTIGHT I i- -1 THAN 3" TO THE EDGE OF ANY HOLE IN THE BOX FLOOR. HOLES FOR DRAIN FLEXIBLE METAL PIPE SHALL BE PLACED IN THE LOW CORNER OF THE BOX, WITH A MINIMUM CONDUIT (TYP.) �� CLEARANCE OF I"BETWEEN THE EDGE OF THE HOLE AND THE INSIDE SURFACE OF THE BOX WALL. BRIDGE LIGHTING ALL COSTS ASSOCIATED WITH THE HANDHOLESAND JUNCTION BOXES ARE INCLUDED IN THE PRICE BID FOR "HANDHOLES AND JUNCTION BOXES". UNIT TYPE LI I ALL COSTS ASSOCIATED WITH THE RIGID STEEL CONDUIT, PULL STRINGS, (CIRCUIT LC-I) 1 2. CONDUIT CONDUCTORS, AND FITTINGS ARE INCLUDED IN THE PRICE BID FOR FOR FUTURE USE "ELECTRICAL CIRCUITS". NO CONDUCTORS ARE REQUIRED FOR THE CONDUIT n i L n-LC I I MARKED FOR FUTURE USE IN THESE PLANS. N I I KEYED NOTES: „ .1 J IQ INDICATES SURFACE MOUNTED CAST IRON JUNCTION BOX. t. p„� -CQI�DIT SEE IDOT STANDARD LI-104. �t— JUNCTION BOX 3� `' "� LI-104,TYPE 2 n CONDUIT `� 7"`' L I GHT I NG UNIT SCHEDULE O 2" RIGID STEEL CONDUIT. va 20 CONDUIT 03 4" RIGID STEEL CONDUIT TO FIXTURES. C.Z` \ TYPE DESCRIPTION FMODE RE VOLT LAMP ® HANDHOLE an I I MRI7WPSRI PP DB OS-I-120-FS-9500 I I v/.' I I vA KIM LIGHTING MODEL TRAIL WF31C/S/70HPSI20/DB/SF SECTION NEAR P I ER LI ASS 120 V TO W HPS ASSEMBLY H.E.WILLIAMS LIGHTING MODEL DESIGN FOR 21'16'43" SKEW L.A. WAVR3-HPS-70-MED-WOEYE-BR2-TRST-120 12'-0 X 272'-0 OR OTHER LIGHT UNIT MEETING PRETENS I ONED PRESTRESSED THE SPECIFICATIONS SHOWN ON V.31 CONCRETE BEAM BR I D G E 136'0 END SPANS LIGHTING & CONDUIT DETAILS STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 30 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM 4 COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.30 3:08:43 PM DrosteJ L:\work\project\60276947\000_CADD\OOI_Draft&Des\BR_Flnal\I80.STR LIGHTING DATA: LIGHTING UNIT DATA GENERAL UNDERGROUND CIRCUITS TYPE LI: I. LIGHTING INSTALLATION SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD I. INSTALL DUCTS 30" BELOW FINISHED GRADE AND PROVIDE PLASTIC ELECTRICAL SPECIFICATION SECTION 2523,HIGHWAY LIGHTING UNLESS OTHERWISE NOTED. WARNING TAPE IN TRENCH ABOVE ALL CONDUIT AT 1'6" BELOW FINISH GRADE. GENERAL: ROUND WALL MOUNTED RECESSED LIGHTING UNIT WITH SEMI-CUTOFF WIDE LATERAL THROW OPTICS,DARK BRONZE. 2. LIGHTING MATERIALS SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD 2. WIRING INSTALLED IN CONDUIT SHALL BE SINGLE-CONDUCTOR COPPER TYPE XHHW SPECIFICATION 4185,HIGHWAY LIGHTING MATERIALS UNLESS OTHERWISE NOTED. (PER IDOT STANDARD SPECIFICATIONS)FOR PHASE,NEUTRAL,AND GROUND ELECTRICAL: 120 VOLT,HIGH POWER FACTOR HIGH PRESSURE SODIUM BALLAST, CONDUCTORS.NO CONDUCTORS ARE REQUIRED FOR CONDUIT MARKED FOR FUTURE USE SHOCK ABSORBING LAMP SOCKET AND INTEGRAL SINGLE FUSE AND FUSEHOLDER. 3. CONTRACTOR SHALL COORDINATE ROUTING AND INSTALLATION OF CONDUIT SYSTEM WITH IN THESE PLANS. EXISTING AND PROPOSED UTILITIES,STRUCTURES AND EQUIPMENT. CONTRACTOR SHALL ABUSE WARRANTY: MANUFACTURER'S LIFETIME WARRANTY COVERING PHYSICAL ABUSE. BE RESPONSIBLE TO OBTAIN LOCATES ON ALL UNDERGROUND UTILITIES AND VERIFY 3. UNLESS OTHERWISE NOTED ON THE DRAWINGS,CONDUCTOR SIZE SHALL BE #6 AWG CLEARANCES BEFORE BORING,TRENCHING OR EXCAVATION. FOR PHASE,NEUTRAL AND GROUND WIRES. MISC.: PROVIDE TWO SCREWDRIVERS TO THE OWNER AT COMPLETION OF CONSTRUCTION. 4. ALL LIGHT FIXTURES SHALL BE TAMPER RESISTANT. ALL LIGHT FIXTURES SHALL 4. UNLESS OTHERWISE NOTED,CONDUIT SHALL BE HDPE SDRI1,2". LAMP: 70 WATT HIGH PRESSURE SODIUM. BE WATERTIGHT AND AIRTIGHT SEALED WITH A SILICON GASKET. 5. CONDUIT WITHIN 5'-0" OF LIGHTING CONTROL STATIONS SHALL BE GALVANIZED RIGID LIGHT,CONDUIT FITTINGS AT THE FIXTURE,CAULK,LAMP,FUSE,AND LIQUIDTIGHT FLEXIBLE 5. ALL METAL LIGHT SURFACES SHALL BE CHEMICALLY TREATED IN ACCORDANCE WITH THE STEEL AS INDICATED ON THE DRAWINGS. METAL CONDUIT ARE INCIDENTAL TO THE DECORATIVE COLUMN. MANUFACTURER'S SPECIFICATIONS FOR PROPER APPLICATION AND ADHERENCE OF PAINT. THIS PROCESS SHALL INCLUDE WASHING TO REMOVE GREASE AND DIRT,DRYING, ACID 6. SEE STANDARD ROAD PLAN LI-103 FOR HANDHOLES. ETCHING AND RINSING. LIGHTING 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL LIGHTS. I. ALL LIGHTING UNITS,JUNCTION BOXES,HANDHOLES OR ENCLOSURES SHALL BE 7. WHEN INDICATED ON DRAWINGS,EQUIPMENT VENDORS ARE SOLE-SOURCED. CONNECTED TO THE GROUNDING SYSTEM. PROVIDE AND INSTALL GROUND RODS AND SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS OTHERWISE NOTED. GROUNDING ELECTRODE CONDUCTORS AT THE CONTROL STATION,PER NEC AND 'DOT STANDARD SPECIFICATIONS. TE OR TABULATION OF ELECTRICAL DUCTS 108-2 8 RIGID ALLCOUIT STD EL, NCLUDIDNGIN CO CONDCONCRUIT FOR FUTURESED USE.ON BRIDGE SHALL BE GALVANIZED 2. PHASE TAP CONNECTORS SHALL BE MADE WITH CONNECTORS IN JUNCTION BOXES. A N D CONDUIT OS O1 08 ELECTRICAL SERVICE 3. LIGHTING UNIT LI TO BE CAST INTO CAST STONE COLUMNS. COORDINATE INSTALLATION WITH CAST STONE MANUFACTURER. PROVIDE CONDUIT EXTENSION FROM FIXTURE HOUSING CONDUIT DIA. LENGTH I. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE INCLUDING METER TO MAINTAIN CONDUIT ACCESS TO FIXTURE. LOCATION TYPE INCHES FEET REMARKS INSTALLATIONS,TRANSFORMER AND PAD LOCATIONS AND ORIENTATIONS AND ENERGIZATION WITH THE UTILITY. 4. ALL LIGHTING LOADS SHALL BE CONNECTED 120 VOLT WITH ONE SHARED NEUTRAL TRANSFORMER TO LC HDPE SDR II 2 120 POWER FROM UTILITY FOR EVERY TWO CIRCUITS. 120 TOTAL 2. THE INSTALLATION SHALL MEET ALL UTILITY AND NEC CODES AND REQUIREMENTS. 5. TOUCH UP ALL NICKS & SCRATCHES ON LIGHTING UNITS WITH FACTORY SUKIED TOUCH-UP PAINT. — LC TO BRIDGE GRS 2 250 LC TO NE CORNER OF BRIDGE,NEI JB4 C.) SUBMITTALS =C-) MAIN RUN GRS 2 280 UNDER DECK f EAST BRIDGE TO STUB GRS 2 45 I. PROVIDE SUBMITTALS ON THE FOLLOWING MATERIALS/EQUIPMENT '� �+ A.LIGHTING CONTROL STATIONS ' 575 TOTAL B.LUMINAIRES - GI r— BRANCH TO LIGHTS GRS 105 FROM LI 104 JUNCTION BOX TO LIGHT C.FIXTURES AND COLOR CHIPS D.WIRE AND CABLE I ""fl 1 ri E.CONNECTORS {{ o F.CONDUIT .J GRAND TOTAL DIV. II (ELECTRICAL CIRCU TS) 800 G.HANDHOLES CONDUIT - DIV. III LEAVE 30'SLACK— N FOR USE BY 1.) 26+10 TO 33+90 (H.HOLE) HDPE SDR II 2 780 PUSH 45'UNDER RAMP UTILITY COMPANY. PUSH 110'UNDER DUBUQUE STREET HANDHOLE TO BRIDGE HDPE SDR II 2 50 RIGID STEEL CONDUIT MAIN RUN GRS 2 280 UNDER DECK 5'-0 FROM BASE ROUTE CONDUIT BRIDGE TO HANDHOLE HDPE SDR II 2 50 AND CABLE TO Z ROADWAY LIGHTING 36+90 (H.HOLE)TO 40+95 HDPE SDR II 2 405 PUSH 80'UNDER RAMP CONTROLLER rn o '' r I FINISH GRADE GRAND TOTAL DIV. III (2" CONDUIT) 1,565 1 108 12 2"m HDPE SDRI I 5'-0 I-- -- WIRE, CABLE AND CONNECTORS 10_z,_„ ., CIRCUIT CONNECTORS PHASE LINES GROUND REMARKS UTILITY R I S E R DETAIL NUMBER TYPE GUAN. TYPE GUAN. TYPE OUAN. TYPE GUAN. SIZE OUAN. SIZE GUAN. SIZE GUAN. SIZE GUAN. SIZE GUAN. NO. NO. NO. NO. AWG. L.F. AWG. L.F. A.W.G. L.F. AW.G. L.F. AW.G. L.F. LC-I Y3 5 6 560 12 140 6 700 WEST SIDE TYPE LI LIGHTING DESIGN FOR 21°16'43" SKEW L.A. LC-2 Y3 5 6 560 12 140 6 700 EAST SIDE TYPE LI LIGHTING 12/-0 X 2721_O PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE 136'0 END SPANS LC PWR #3 280 - LIGHTING & CONDUIT DETAILS NOTE:NO WIRE,CABLE AND CONNECTORS REQUIRED FOR DIVISION HI. I. STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 31_ OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM A=COM JOHNSON COUNTY PROJECT NUMBER IM-O80-6(320)244--13-52 SHEET NUMBER \/,3 1 7:56:42 AM durbahnm L:\work\project\60276947\000_CADD\O01_Draft&Des\BR_FinaI\180.STR L I GHT I NG CONTROL CABINET CONSTRUCTION SPEC I F I CATION I.GENERAL 3.ELECTRICAL EQUIPMENT AND WIRING 4.PHOTOELECTRIC CONTROL THE LIGHTING CONTROL CABINET SHALL BE A SINGLE PHASE,3 A SELF-CONTAINED METER SOCKET,CONFORMING TO UTILITY A PHOTOELECTRIC CONTROL MOUNTING RECEPTACLE (EEI/NEMA WIRE WEATHERPROOF CABINET,AND SHALL CONTAIN CIRCUIT REQUIREMENTS SHALL BE MOUNTED TO THE LEFT CABINET WALL STANDARD 3-TERMINAL TWIST-LOCK TYPE),SHALL BE MOUNTED PHOTOCONTROL BREAKERS,LIGHTING CONTACTOR,METER SOCKET,PHOTOELECTRIC FACING TO THE LEFT. FOR UNMETERED FEED POINTS,A METER WITHIN THE CABINET NEAR THE POLYCARBONATE WINDOW. THE CONTROL (PHOTOCELL),KEY SWITCH,TIMER,POWER DISTRIBUTION JUMPER SHALL BE FURNISHED AND INSTALLED BY THE WIRES TO THE PHOTOELECTRIC CONTROL MOUNTING RECEPTACLE BLOCKS,AND NEUTRAL/GROUND BONDING BAR. THE CABINET CONTRACTOR. SHALL BE SINGLE CONDUCTOR NO.14 AWG STRANDED COPPER HSN SHALL BE DEAD FRONT. CONDUCTORS. THE PHOTOELECTRIC CONTROL SHALL BE OF A ^ THE LIGHTING SERVICE CABINET SHALL HAVE CIRCUIT BREAKERS, SOLID STATE CRYSTAL SENSING TYPE WITH AN INVERTED THE CABINET AND ITS CONTENTS SHALL COMPLY WITH THE AND LIGHTING CONTACTORS AS INDICATED ON THE DRAWING TURN-ON/TURN-OFF DESIGN. REQUIREMENTS OF THE UNDERWRITERS LABORATORY INC.(UL) SCHEMATICS AND SCHEDULES. STANDARDS UL-508 AND UL-508A. THE ENCLOSURE SHALL HAVE THE PHOTOELECTRIC CONTROL DEVICE SHALL HAVE A "TURN ON" A NEMA 3R RATING. THE CIRCUIT BREAKERS SHALL BE THERMAL-MAGNETIC TYPE, LEVEL OF 32 LUX AT THE APPROPRIATE VOLTAGE. THE "TURN 2.CABINET ENCLOSURE SQUARE D,CUTLER HAMMER OR GENERAL ELECTRIC. EACH OFF"LEVEL OF THE CONTROL DEVICE SHALL BE 60% OF THE BRANCH CIRCUIT BREAKER SHALL BE BOLTED ONTO A COPPER TURN-ON VALUE. BUS. THE MAIN SERVICE ENTRANCE CIRCUIT BREAKERS SHALL BE 5.TIMER THE LIGHTING SERVICE CABINET SHALL BE CONSTRUCTED FROM A UL LISTED FOR SUCH USE. NON-CONTACTOR CONTROLLED MINIMUM 1/8" THICK ALUMINUM CONFORMING TO THE BRANCH CIRCUIT BREAKERS SHALL BE PROVIDED AS INDICATED KEY SWITCH REQUIREMENTS OF ASTM B 209 FOR 5052-H32 ALUMINUM SHEET. ON THE DRAWINGS. THE BRANCH CIRCUIT BREAKERS SHALL BE THE ELECTRONIC TIME SWITCH SHALL BE A PROGRAMMABLE SOLID I5A AUTO SIZED TO ACCOMMODATE A NO.4 AWG WIRE WITHOUT SPLITTING. STATE DIGITAL ELECTRONIC TYPE CAPABLE OF CONTROLLING 2 *OFF THE CABINET SHALL HAVE TWO COMPARTMENTS. THE RIGHT CIRCUITS INDEPENDENTLY FROM A CENTRAL LOCATION. A MANUAL TEST COMPARTMENT SHALL PROVIDE SPACE FOR THE LIGHTING SERVICE ALL LIGHTING CONTACTORS SHALL BE 2-POLE NORMALLY OPEN, CONTROL SHALL BE PROVIDED FOR EACH CIRCUIT TO ENABLE PANEL AND THE PHOTOELECTRIC CONTROL CIRCUIT. THE CABINET ELECTRICALLY HELD,AND SHALL BE RATED FOR TUNGSTEN SWITCHING EITHER CIRCUIT "ON"OR "OFF". SHALL HAVE AN ENCLOSED LEFT COMPARTMENT TO PROVIDE FILAMENT AND BALLAST LIGHTING LOADS. THE LIGHTING SPACE FOR SPLICING THE SERVICE ENTRANCE CONDUCTORS TO CONTACTORS CONTACT SHALL BE RATED FOR 240VAC MIN. THE THE TIME SWITCH SHALL PROVIDE FOR FULL YEAR CONTROL AND TI THE METER AND TO THE ROADWAY LIGHTS MAIN CIRCUIT BREAKER. LIGHTING CONTACTORS COIL SHALL BE RATED FOR 120VAC. THE PROVIDE THE CAPABILITY OF BEING PROGRAMMED FOR HOLIDAYS T CONTROL COIL SHALL BE ACTUATED BY A PHOTOCELL AND BY MONTH AND DATE ASSIGNMENT. A TOTAL OF 320 SET POINTS THE CABINET SHALL HAVE A WEATHERTIGHT HINGED DOOR PROTECTED BY A 15 AMP CIRCUIT BREAKER ON THE LINE SIDE SHALL BE PROVIDED AND SHALL BE ASSIGNABLE IN ANY OPENING TO THE RIGHT (RIGHTHANDED DOOR). THE DOOR SHALL OF THE PHOTOCELL AND KEY SWITCH. THE LIGHTING COMBINATION TO ON TIMES,OFF TIMES,DAYLIGHT SAVINGS TIME BE EQUIPPED WITH A THREE-POINT LOCKING MECHANISM THAT CONTACTORS SHALL BE ALLEN BRADLEY 500FL,CUTLER HAMMER DATES AND HOLIDAYS. A SOLID STATE CIRCUIT SHALL PROTECT OPERATES FROM A SINGLE EASY-TURNING HANDLE. THE CABINET CN35,OR SQUARE D TYPE S,CLASS 8903. PROGRAM AND TIME OF DAY FOR A MINIMUM OF 24 HOURS. DOOR SHALL LOCK WITH A STANDARD POLICE LOCK AND KEY (4 KEYS SHALL BE FURNISHED). THE DOOR SHALL HAVE LOUVERED VENTS THE MAIN BREAKERS,LIGHTING CONTACTOR,AND BRANCH CIRCUIT THE TIME SWITCH IS TO BE POWERED BY A 120 VAC - 60 Hz. WITH SCREENING OR PERFORATED METAL. THE HINGES,HINGE PINS, BREAKERS SHALL BE MOUNTED ON A REMOVABLE PANEL. A SOURCE. SWITCH CONFIGURATION TO BE SPDT FOR EACH LOCKS AND LOCK COVERS SHALL BE OF STAINLESS STEEL OR SEPARATE DEAD FRONT SHALL COVER THE PANEL AND SHALL BE CIRCUIT WITH A RATING OF I5A UL LISTED. THE TIME SWITCH OTHER NON-CORRODING MATERIAL. HINGES MAY BE WELDED ON OR HINGED ON ONE SIDE AND HELD IN PLACE WITH QUICK RELEASE SHALL BE AN INTERMATIC INC.,MODEL ET70215C. FASTENED WITH STAINLESS STEEL TAMPERPROOF BOLTS. CAPTIVE FASTENERS. MAIN CIRCUIT BREAKERS SHALL BE SERVICE ENTRANCE RATED. 6.KEY SWITCH TWO CIRCULAR WINDOWS SHALL BE AT THE RIGHT UPPER BACK CORNER OF THE CABINET FOR THE PHOTOCELL. ONE WINDOW SHALL ALL NEUTRAL/GROUND BONDING BARS,BUS BARS AND THE KEY SWITCH SHALL BE MOUNTED ON THE CONTROL STATION , HAVE A DIAMETER OF 3-1/2". THE WINDOWS SHALL BE OF ELECTRICAL CONDUCTORS SHALL BE COPPER. ALL TERMINALS ACCESS DOOR. THE SWITCH SHALL BE KEY OPERATED FROM THE 1/8" THICK CLEAR POLYCARBONATE AND BE INSTALLED IN A SHALL BE UL LISTED FOR COPPER AND ALUMINUM WIRES. ALL EXTERIOR OF THE CABINET. PROVIDE A MINIMUM OF (4)KEYS. ° ° ' 20A MANNER THAT DOES NOT SACRIFICE THE WEATHER-TIGHTNESS OR WIRING INSIDE THE CABINET SHALL BE SUFFICIENT LENGTH TO 2P -/s- SPARE THE SECURITY OF THE CABINET. ALLOW FOR CONTRACTION. HEAVY DUTY SELECTOR SWITCH,3 POSITION MAINTAINED-KEY CONTACTOR _n A.-N. OPERATED:SQUARE D TYPE K,CLASS 9001,ALLEN BRADLEY -' SPARE THE CABINET TOP SHALL BE CROWNED OR SLANTED TO THE REAR 800T SERIES OR CUTLER HAMMER 10250T SERIES. 20A \ TO PREVENT STANDING WATER,AND SHALL PROVIDE A 2" OVERHANG. 0/i- 0 CIRCUIT LCI N WEST SIDE THE LIFTING EARS SHALL HAVE A LIFTING CAPACITY EQUAL TO / THE WEIGHT OF THE COMPLETELY WIRED CABINET PLUS 25 CONTROL CABINET DIMS. 1 CIRCUIT LC2 0A J PERCENT,A 500 Ibs.CAPACITY MINIMUM. UTILITY APPROVED ARE ESTIMATED. VERIFY 02/-,o 0 N EAST SIDE METER SOCKET CAPPED ROOF CONTROL OL C OUNETGDIMS. THE EXTERIOR SEAMS FOR CABINET AND DOORS SHALL BE W/DRIP SHIELD CONTINUOUSLY WELDED OR SEALED WITH SILICON SEALANT. ALL FOUNDATION I5A EXTERIOR WELDS SHALL BE GROUND SMOOTH. ALL SHARP EDGED 2'-3 II"-2 SHALL BE FILED. 3-POINT PADLOCKABLE MAIN ANCHOR BOLTS SHALL BE PROVIDED FOR PAD MOUNTING. A VAULT TURN HANDLE BREAKER SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED FOR BETWEEN ill .O, • li 22 kAIC,MIN. aH PAD AND THE CABINET. oUTILITY II 4" CONCRETE PAD PtiE.C.WINDOW o APPROVED SUPPLIERS: METER INCIDENT TO FOOTING 3Z" DIA. /Oo - AMP MANUFACTURING & SUPPLY OF MINNEAPOLIS,MN I (3) I/C#32" — 0 � I" "I BISON PROFAB - MAGNOLIA TX in SCH 40 PVC TO N ° STATES ELECTRIC MANUFACTURING OF MINNEAPOLIS,MN u KEY SWITCH UT0LII20V,OURCE\ METER SOCKET ,u, `J 22kAIC ' u CONTROL CABINET ' " 4 CHAMFER,ALL EDGES ENCLOSURE 5'-0 (TYP.) ti^ ':�/://: 4.# I/2"x8" HOT-D I P '���� - �;;�,;//,:�� ';/%,��,, d %�;;/,;�� L I G H T I N G CONTROL C A B I N E T S C H E M A T I C C. � � ✓i GALVANIZED ANCHOR 2'-0 /j/ �- .. .., ;s,,i,„ • r 5/8"x10'COPPER ''" BOLTS,WASHERS & �— 1. . c NUTS,TYPICAL 4. CLAD GROUND ROD "� (' #3 AWG CONCRETE PEDESTAL RIGID STEEL TO PVC t a' I (4000 PSI AT 28 DAYS) iiiiii ADAPTER.(TYP.) IESIGN FOR 21�16'43-"7SKEW L.A. a.a-U 5/8�xe' 0 r 12/-0 X 2/ 2/—O lf) LONG COPPER CLAD •� �' • �• ' L STEEL GROUND RODS PRETENS I ONED PRESTRESSED H cf. W/EXOTHERMIC WELDS RIGID STEEL CONDUITS WITH SCH.40 PVC CONDUIT & CIRCUITRY .� 1- LIGHTING CONDUCTORS PER PLAN PER PLAN. EXTEND RIGID CONDUIT 136' o END SPANS BEAM B R I D G E ") C.i CONDUIT & CABLE FROM UTILITY 5'-0 FROM FOUNDATION.(TYP.) LIGHTING DETAILS u'� _ SERVICE POINT. SEE PLANS ...- RIGID STEEL CONDUITS LLI GHT I NG CONTROL FRONT VIEW SIDE VIEW WITH LI HTINPER PLAN REAR VIEW STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 JOHNSON COUNTY CAB I NET GROUND I NG LIGHTING CONTROL CAB I NET IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 32 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAMCOM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.32 3:08:46 PM DrosteJ L:\work\project\60276947\000_CADD\OO1_Draft&Des\BR_Flnal\I80.STR BENCH MARK: BENCHMARK: IHC.PLUG TOP N.E.WINGWALL DBQ.ST BRIDGE OVER I-80,ELEV.758.13 w a ii ��w� , ; �` / / / 4"m PERFORATED SUBDRAIN TO BE % / / / / / SLOPED DOWNWARD FROM THE OF f• 4 . , / / I / ROADWAY AND UNDERNEATH THE SLOPE / '// � PROTECTION AND OUTLET AS INDICATED. /.I / / / / RATE OF SLOPE SHALL NOT BE FLATTER / // THAN 2%. j' Q / //' 7 / / % /xt • /' / , / LC) (� /I /,% , (� / CO 6 BRIDGE (Y) / CO / STA.35+32.86 /r . , ' / / /r : '‘Namationtimmammoommmemung, /r Akk ..' 46'19V(5c,-',U?-7F,L;"n9:0°,-X454416'• /7/ � uit.........J /..:.,. I �°:TI• `�� � TRAILXgNgI- /1 u rti 1 9 i \� �', i i �'," / ` HIV•\ / / i /` G._.s.,_ o. 1 o / / /, =C cr -v_ / / / / / / j t-' N / / / /i N / / / l� /%I ,//� 6"$ CORRUGATED METAL PIPE OUTLET,OR 4". \.„ / �"/ I CORRUGATED DOUBLE-WALLED PE OR PVC PIPE / ; / /; / OUTLET WITH AN APPROPRIATE COUPLER. IF METAL PIPE IS USED,THE PIPES SHOULD BE COUPLED IN NG 4"$ PERFORATED SUBDRAIN TO BE S I T U A T ION PLAN I.USE AN INSIDE FIT ONE OF THE TWO DELL RE WAYS. SLOPED DOWNWARD FROM THE OF T DURTR COUPLER (COUPLER MUST BE INSERTED A MINIMUM ROADWAY AND UNDERNEATH THE SLOPE SHOWING SUBDRAIN LOCATIONS OF I'-0 INTO CMP. PROTECTION AND OUTLET AS INDICATED. RATE OF SLOPE SHALL NOT BE FLATTER ABUTMENT FACE 2. THE 6" I' 0 OF THE 4"� SUBDRAIN INTO THAN 2%. THE m METAL OUTLET PIPE,THEN FULLY FORESLOPE SEAL THE ENTIRE OPENING WITH GROUT. REMOVABLE RODENT GUARD. gIMEMNISITAN_ SEE MATERIALS I.M.443.01 \\\NI GRADING '-Wi''.74 SURFACE ENGINEERING FABRIC ENDS 4"$ PERFORATED =c,. L� NOTE: ARE TO BE BURIED SUBDRAIN OUTLET ELEVATIONS " q-''i'=_. SECTION A- A IS SHOWN ON ABUTMENT SUBDRAIN (POLYETHYLENE 6'_0 f'io =_ .} BACKFILL DETAILS SHEET V.34 6" TO PREVENT LOCATION ELEVATION CORRUGATED TUBING ). .y",„41i. UNDERMINING. %:4,e,W, 0 SOUTH ABUTMENT 748.E TYPICAL SECTION OF SUBDRAIN OUTLET 3' 0± GRANULAR SUBBASE OR DRILLED HOLES �I2IiMIN. PIN ENGINEERING I• LEVEL1 POROUS BACKFILL NORTH ABUTMENT 748.8 FOR ATTACHMENT FABRIC (NORMAL) (COMPACTED) \\\\\\!,; V.......\ �0p ENGINEERING JJ Nu.,.i; y., /NOA'Mq�7 SUBDRAIN FABRIC DETA I L a:, o r i• OUTLET TOP VIEW FRONT VIEW a'? GRADING SURFACE REMOVABLE RODENT GUARD DETAILS iv • ILea`,A pYA P'a'A 41,k A MACADAM SUBDRAIN NOTES : OUTLET DETAILS — • I ,'4.At:.!? STONE .. BOTTOM :� PAVED SHOULDER THIS PLAN SHEET SHOWS DETAILS FOR PLACING ALL SUBDRAINS AND SUBDRAIN OUTLETS DESIGN FOR 21°16'43" SKEW L.A. OF FOOTING 3'-0 (BY OTHERS) SLOPE I" - _____________ _` p REQUIRED FOR THIS STRUCTURE. 12'_0 X 272/-0 PER FOOT TOE OF FINAL SLOPE THE SUBDRAINS SHALL BE 4" IN DIAMETER AND SHALL BE IN ACCORDANCE WITH ARTICLE 5'-8 (SA) ` AND GUTTERLINE 4143.01,B4OF THE STANDARD SPECIFICATIONS. THE SUBDRAIN OUTLET SHALL CONSIST OF A P R E T E N SI O N E D PRESTRESSED '-0 4' 6 (NA) ^ 6'-0 LENGTH OF PIPE WITH A REMOVABLE RODENT GUARD AS DETAILED ON THIS SHEET. (NORMAL) (NORMAL) p0 pp MACADAM THE COST OF FURNISHING AND PLACING SUBDRAIN ( INCLUDING EXCAVATION ),GRANULAR 136'-0 END SPANS CONCRETE BEAM B R I D G E pp STONE SLOPE SUBDRAIN OUTLET DETAIL SUBDRAIN BY pp ROTECTION BACKFILL,POROUS BACKFILL,AND SUBDRAIN OUTLET IS TO BE INCLUDED IN THE PRICE BID SUBDRA I N DETAILS 00 (MACADAM STONE SLOPE PROTECTION) OTHERS { FOR "STRUCTURAL CONCRETE (BRIDGE )". NO EXTRA PAYMENT WILL BE MADE. A SEE SITUATION PLAN,SHEET V.03 �,) FORESLOPE APPROX.TOP / THE DIMENSIONS SHOWN FOR THE PROPOSED SUBDRAINS ARE BASED ON THE PROPOSED STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 AS GRADED OF SUBGRADE J GRADING REQUIREDLLENGTHS AYOUT FAND IGENERAL DGE MLOCATIONS OFS. THE ISUBDRA SUBDRAINS ARE SUBJECT ONS SHOWN ARE FOR TTO CHANGEIMATING LY JO H N S O N COUNTY SECTION B—B DUE TO FIELD ADJUSTMENTS OF THE GRADING LAYOUT. IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 33 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM AkErOgYI JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.33 3:08:50 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Final\I80.STR ABUTMENT WING TECHNICAL DATA I NFORMAT I ON - GEOTEXT I LE FABRIC MINIMUM AVERAGE MECHANICAL PROPERTIES TEST METHOD UNIT ROLL VALUE MD CD TENSILE STRENGTH (AT 5% STRAIN) ASTM D 4595 KN/m (LBS/FT) 19.8 ( 1356) 19.8 ( 1356) APPARENT OPENING SIZE (AOS) ASTM D 4751 mm (U.S.SIEVE) 0.43 MAX (#40) TOP SLOPE OF L/MIN/m2 GEOTEXTILE FLOW RATE ASTM D 4491 (GAL/MIN/FT2) (18) FABRIC % STRENGTH UV RESISTANCE (AT 500 HOURS) ASTM D 4355 RETAINED 70 44 \\ \ \ \ \ ^ \ A t° \ \ / / 2- / r): i' ,/; / J / i ABUT.BRG. - - > // tn NOTE: 4"4) SUBDRAIN z SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM APPROACH ROADWAY AND / // o OUTLET EACH SIDE OF THE ABUTMENT. / o / // o w a z / BACK FACE o c� in MODIFIED SUBBASE,SEE / OF ABUTMENTT z / w _ GRADING PLANS 2'" / € a,_ x FLOODABLE BACKFILL - TOE OF SLOPE & w (Typ LIMIT OF BOTTOM w a w BETWEEN WINGS SUBGRADE APPROACH FILLS, / w o (GRADING SURFACES)ARE ! OF TRENCH FOR ,z A B U T M E N T BACKFILL P R O C E S S o ELEV. / TO BE COMPLETED TO / EXCAVATION w o 3 THE BASE OF THE EXCAVATION SUBGRADE BEHIND THE ABUTMENT IS TO BE GRADED WITH A THIS LINE BEFORE / o Z z 4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION A A e / STARTING ABUTMENT / of OF THE SUBDRAIN OUTLET. THIS EXCAVATION SHAPING IS TO BE DONE PRIOR TO BEGINNING 'y I e ee Q •e a ° •e ee °•e•e CONSTRUCTION. APPROACH / '� a r �,� I A A e A A A w w INSTALLATION OF THE GEOTEXTILE AND BACKFILL MATERIAL. ROADWAY / 0 0 o u w _ 'e , n e e', a e FRONT FACE NOTE: w z z — e--;e ,e e •e• e •e .. F ABUTMENT / 0_- w AFTER THE SUBGRADE HAS BEEN SHAPED,THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN r / SHADED AREA SHOWS LIMITS o a 1- ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED w ° '`° 'A= ° ° ' ° ,/ FOOTING PAY LIMIT e • e ! OF GEOTEXTILE FABRIC w r w IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT r o e•• • e ,r,`• ` / z o m FOR CLASS 20 'e.� ,.e/ 3'-0 BERM / ao 11 ° BACKWALL,ABUTMENT WING WALLS,AND EXCAVATION FACE TO A HEIGHT THAT WILL BE w EXCAVATION ct A •o• < / \\ - TOP SLOPE OF r Is o APPROXIMATELY I TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL A e :• e• , j GEOTEXTILE FABRIC w m r PLACEMENT AS SHOWN IN THE "BACKFILL DETAILS" ON THIS SHEET. THE STRIPS OF THE POROUS °•i' _ C"J \ o a o FABRIC PLACED SHALL OVERLAP APPROXIMATELY I FOOT AND SHALL BE PINNED IN PLACE. o r•=+ •- \ A \ BACKFILL— ";Yµ iii: -:: F; w m o as°+`:';-' �,� / \ r THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC ;,, •-,a,•= - II 'rrTT ���-1 I a / \ . o AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED N 4"m SUBDRAIN— :,�. / \ N -sI �i 3" _, \\ w AGAINST THE EXCAVATION FACE SHALL BE PINNED. -� 1 t. \ GEOTEXTILE I 1- \\\ - WHEN THE FABRIC IS IN PLACE,THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE FABRIC LIMITS I"t MIN. * 4' \ ' FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN 4X SLOPE / ) \ THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF a 12' 2 (ABUTMENT 3' 0 •r- / d 1"' 1, �s \\\ THE ABUTMENT WING WALL. FOOTING ,,,,i - / G.7 �� \\> POROUS BACKFILL IS THEN PLACED AND LEVELED,NO COMPACTION IS REQUIRED.LrD SECTION A A /' THE REMAINING WORK INVOLVES BACKFILLING WITH FLOODABLE BACKFILL,SURFACE BACKFILL DETAIL S // 'Si" r FLOODING,AND VIBRATORY COMPACTION. THE FLOODABLE BACKFILL MATERIAL SHALL BE NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED TOP SLOPE OF IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FLOODABLE BACKFILL SHALL TO FACE OF ABUTMENT FOOTING AND WINGS. /'-' BE PLACED IN INDIVIDUAL LIFTS SURFACE FLOODED AND COMPACTED WITH VIBRATORY / t. FABREXTILE LIFTS,SURFACE *DIMENSION VARIES DUE �' // FABRIC COMPACTION TO ENSURE FULL CONSOLIDATION. LIMIT THE LOOSE LIFTS TO NO MORE DI 2% SUBDRAIN SLOPE. THAN 2 FEET OF THICKNESS. START SURFACE FLOODING FOR EACH FLOODABLE BACKFILL LIFT AT THE HIGH POINT OF ASEE SITUATION PLAN THE SUBDRAIN AND PROGRESS TO THE LOW POINT WHERE THE SUBDRAIN EXITS THE FABRIC.TO ENSURE UNIFORM SURFACE FLOODING,WATER RUNNING FULL IN A 2-INCH TO DIAMETER HOSE SHOULD BE SPRAYED IN SUCCESSIVE 6-FOOT TO 8-FOOT INCREMENTS FOR 3 MINUTES WITHIN EACH INCREMENT. BRIDGE APPROACH PAVEMENT DESIGN FOR 21°16'43" SKEW L.A. « >y FLOODABLE BACKFILL LIFT PLACEMENT,FLOODING,AND COMPACTION SHALL PROGRESS 1 2/-0 X 2 7 2/-0 UNTIL THE REQUIRED FULL THICKNESS OF THE ABUTMENT BACKFILL HAS BEEN COMPLETED. P R E T E AIC I O N ED PRESTRESSED WATER REQUIRED FOR FLOODING,SUBDRAINS,POROUS BACKFILL,FLOODABLE BACKFILL, (CONCRETE BEAM BR I DGE ABUTMENT WING AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS WILL NOT BE 136'-0 END SPANS ABUTMENT PLAN MEASURED SEPARATELY FOR PAYMENT. ABUTMENT BACKFILL DETAIL S (NORTH SHOWN;SOUTH SIMILAR) THE COST OF WATER REQUIRED FOR FLOODING,SUBDRAINS,POROUS BACKFILL,FLOODABLE STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 BACKFILL,AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS SHALL BE JOHNSON COUNTY INCLUDED IN THE CONTRACT UNIT PRICE BID FOR "STRUCTURAL CONCRETE (BRIDGE)." IOWA DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION • DESIGN SHEET NO. 34 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM I�COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.34 3:08:51 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_Flnal\180.STR CONSTRUCTION STAGING: GRADING FUTURE PAVED MACADAM SLOPE I)STAKE TOE OF FINAL SLOPE AND GUTTERLINE SURFACE 3'-0 SHOULDER (BY OTHERS) MACADAM SLOPE ELEV."A" 2)SHAPE FORESLOPE, SIDE DITCH,TOP '' PROTECTION PROTECTION AND TOE OF BERM r ELEV."B" UNDER BRIDGE JBRIDGEI3'_OtPOROUS BACKFILL OR 3)PLACE ENGINEERING FABRIC AND MACADAM STONE 1 TOE OF FINAL SLOPE I III4I IGRANULAR SUBBASE I••LEVEL (COMPACTED)• • :I (NORMAL A:l ""'•'• A:I (NORMAL A SEE SITUATION PLAN O • • . • 0 1R N T'AA':: "i.: y`: .. — `\�L o END OF .p,•a.: i• •�� — ____ sA GRADING SURFACE SUBGRADE L •, ENGINEERING o //I II\\ �i w I L_¢a'I' FABRIC .pt:; •.� MACADAM . . • • I e;A STONE �• SUBDRAIN,SUBGRADE,AND PAVEMENT LONGITUDINAL SECTION ALONG ROADWAY BOTTOM Y: DITCH (SEEARE TO BE INSTALLED BY OTHERS OF FOOTING ! •••• ••• ELEV."B" USING STANDARD ROAD PLAN A SEE SITUATION PLAN •.•• ,t' SECTION B B) SEE DETAIL "A" ('o i • 3'-O FUTURE PAVED SHOULDER (BY OTHERS) EW-203 OR EW-204 SLOPE I" ENGINEERING FABRIC (FOR 0 OE OF FINAL SLOPE ► FUTURE CONSTRUCTION PER FOOT TRANSVERSE LIMIT OF FABRIC ` V*• ;I—TAND GUTTERLINE SEE SECTION B-B & C-C) ` •0 ", SECTION A—A I 4'-0 END OF 0000 POSSIBLE (BY OTHERS) ENGINEERING •• 00 EARTH FILL FABRIC 00 _____ TABLE OF ELEVATIONS 0 FORESLOPE———— ENGINEERING FABRIC ENDS _ ABUTMENT ELEV. ELEV."B" AS GRADED APPROX.TOP ARE TO BE BURIED SECTION A—A `— OF SUBGRADE 6" TO PREVENT EXISTING GROUNDLINE UNDERMINING SOUTH ABUTMENT 751.1 735.1 NORTH ABUTMENT 751.0 734.8 24' 0 (BID LENGTH) POINTSB" I • 18'-O (OUT TO OUT OF BRIDGE SLAB) A"& "B"POINTS ` 3'-0 3'-0 3'-0 1 3'-0 -" 0 AT TRAIL 3'-0 MIN. 4" x 6" TREATED IGRADING SURFACE Z 4" x 6" TREATED 3'-0 MIN. DETAIL NA:/ - ' '.3 BLEND WITH' TIMBER (TYP oER (TYP.) BLEND WITH \� — r a EMBANKMENT I FLAT TO 100: I SLOPE }! FLAT TO 100: I SLOPE EMBANKMENT ` ,, (TYP.I r . (TYP.) �;1 ffi 1'!� 00000 O.' '.� .' O 0 00 00 �:�: , _ TOE OF (� ABUT.SLOPE •• i SOIL ••' Lo ENGINEERING MACADAM STONE ENGINEERING 1 `SOIL SB o 111 4'-044 4' 0 FABRIC (TYP.) FABRIC (TYP.) q'-O I q•_O DETAIL "A" PERFORATED �� ENGINEERING FABRIC ENGINEERING FABRIC (TYPICAL ) /� SUBDRAIN� i (BY OTHERS) ; `q M Is 7-1 SECTION B—B a is 0 o N h 24'-0 (BID LENGTH) "A" & "B" I 18' POINTS • 0 (OUT TO OUT OF BRIDGE SLAB) "A"& "B"POINTS SLOPE PROTECTION LAYOUT I 3'-O 3'-0 3'-0 3'-0 3'-O MIN. • rr • • 3'-0 MIN. I. 4" x 6" TREATED GRADING SURFACE 4" x 6" TREATED ' BLEND WITH TIMBER (TYP.) TIMBER (TYP.) BLEND WITH EMBANKMENT FLAT TO 100: 1 SLOPE FLAT TO 100: I SLOPE EMBANKMENT (TYP.) 1 (TYP.) 00000 000 MACADAM STONE 000 • 0O0 MACADAM STONE 00 0�0 00 00 ' , ESTIMATED QUANTITIES SOIL /, � ¢a? o Pa? q,A {e SOIL \ DESCRIPTION LOCATION QUANTITY GENERAL NOTES: PERFORATED "' PERFORATED MACADAM STONE SLOPE PROTECTION SOUTH ABUT. 150 SQ.YDS. SUBDRAIN 'eC* • I SUBDRAIN THIS PLAN SHEET SHOWS DETAILS FOR PLACING A "MACADAM STONE SLOPE IL ,�R PROTECT ION" UNDER OVERHEAD STRUCTURES. 1 1:11:71 1POROUS BACKFILL �`OZ1THE BRIDGE BERM FORESLOPE SHALL BE COMPACTED AND SHAPED AS SHOWN ON GINEERING (TO LIMITS SHOWNENGINEERINGTHIS SHEET;SHAPING WILL INCLUDE EXCAVATION,FROM THE GRADING SURFACE SHOWN, MACADAM STONE SLOPE PROTECTION NORTH ABUT. 150 SQ.YDS. • 4' 0 IFABRIC (TYP.) IN SECTION A A) FABRIC (TYP.) 4' 0q'-0THE SITUATION PLAN,AND AS DIRECTED BY THE ENGINEER.THE BERM FORESLOPE ► SHALL BE FIRM WHEN THE ENGINEERING FABRIC AND MACADAM STONE ARE PLACED. TOTAL 300 SQ.YDS. ENGINEERING ENGINEERING FABRIC THE ENGINEERING FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE 4196.01,8,3, OF SECTION C—C LLAPSHE SHALLNBERD SPEC IF I CAT I A MINIMUM OFONS. IF THE O E FOOT INENGINEER LENGTH,I NG SHINGLE R IC IS FASHION WIITDH UPE ITEMS TO BE INCLUDED IN 'MACADAM STONE SLOPE PROTECTION": SLOPE LAP PIECE ON TOP AND STAPLED FOR CONTINUITY. EXCAVATING,SHAPING AND COMPACTING THE MACADAM STONE SHALL BE IN ACCORDANCE WITH SECTION 4122,OF THE ENGINEERING FABRIC STANDARD SPEC IF I CAT IONS,COARSE MATERIAL (NO CHOKE STONE IS ALLOWED ). MACADAM STONE WOOD PRESERVATIVE TREATMENT FOR THE TIMBER EDGING SHALL MEET THE 4" x 6" TREATED TIMBER EDGING REQUIREMENTS FOR GUARDRAIL POSTS,SAWED FOUR SIDES, IN ACCORDANCE WITH z"$ STEEL PINS (OR REBARS ) SECTION 4161,OF THE STANDARD SPECIFICATIONS. POROUS BACKFILL OR GRANULAR SUBBASE BACKFILL AT a THE MACADAM STONE SHALL BE DEPOSITED,SPREAD,CONSOLIDATED AND SHAPED BY FRONT FACE ABUTMENT FOOTING z 6 3'-Ot MAX. 6 MECHANICAL OR HAND METHODS THAT WILL PROVIDE UNIFORM DEPTH AND DENSITY AND o r MIN. • MIN.1 PROVIDE UNIFORM SURFACE APPEARANCE. z PAYMENT FOR "MACADAM STONE SLOPE PROTECTION" WILL BE MADE ON A SQUARE DESIGN FOR 21'16'43"SKEW L.A. ••a O O t O YARD BASIS FOR SLOPE PROTECTION CONSTRUCTED. THE UNIT PRICE BID PER SQUARE 1 2/_O X 2 7 2/_O YARvN ly THEDSLOPELPROTECDTEONLL SHOWNTS ON FOR THESETR PLANS.AL AND LABOR REQUIRED TO CONSTRUCT PRETENIS I ONED PRESTRESSED e"4, HOLES FOR i"`OxI'-6 STEEL THE BERM FORESLOPE SHAPING AND COMPACTING AND THE DISPOSAL OF EXCESS CONCRETE BEAM BR I D G E PIN OR REBAR.DRIVE PIN OR REBAR SOIL FROM SHAPING OR TRENCHING SHALL BE CONSIDERED INCIDENTAL TO PLACING 136'0 END SPANS SURFACELOF TREATED BELOW TIMBERTOP THE SLOPE CONTRACTOR SHALL T ION. WHERE BE RESPONSIBLESION FOR CONTROL PLANTORK HAS BEEN MATERIALS DESTROYETED THE ED ED ADJACENT MACADAM STONE SLOPE PROTECTION TO THE SLOPE PROTECTION AREA. THE CONTRACTOR SHALL REPLANT,RESEED AND STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 4 x 6 TREATED TIMBER EDGING DETAILS REMULCH ALL DISTURBED AREAS,DESIGNATED BY THE ENGINEER, IN ACCORDANCE WITH SECTION 2601,OF THE STANDARD SPEC IFI CAT IONS,AT THE CONTRACTOR'S EXPENSE. JOHNSON COUNTY THE BRIDGE CONTRACTOR IS TO INSTALL SUBDRAINS AS DETAILED ON THE IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION SUBDRAIN DETAILS SHEET. DESIGN SHEET NO. 35 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.35 3:08:52 PM DrosteJ L:\work\project\60276947\000_CADD\001-Draft&Des\BR_Fina1\180.STR "CF-I" JOINT * EPDXY COATED RE I NF.BAR LIST-ONE SIDEWALK SLAB TOP OF TRAIL SLAB TOP OF BRIDGE SLAB A STAINLESS STEEL /////�///////////� BAR OPCATION SHAPE N0. LENGTH WEIGHT I "E" JOINT ► * 4el TRAIL SLAB HOOPS L� II 17' 3 127 I IL * 4e2 TRAIL SLAB HOOPS AT TRAIL PAVING NOTCH II 3'-II 29 I I * 4ml TRAIL SLAB TRANSV.TOP & BOTT.AT PAVING NOTCH 2 IO' 4 14 PROPOSED TRAIL I' * 4m2 TRAIL SLAB TRANSV.TOP & BOTT.AT PAVING NOTCH 12 VARIES 90 6 - * 4m3 TRAIL SLAB TRANSV.TOP & BOTT.AT PAVING NOTCH 4 12'-6 33 5j1 STAINLESS PROVIDE 3 MIL.POLYETHYLENE STEEL BAR AT •~� v SHEETING FOR DEBONDING I'-0 CENTERS * 4n1 TRAIL SLAB EDGE TOP & BOTT. -- 2 7'-4 10 (SEE DOWEL * 4n2 TRAIL SLAB EDGE TOP & BOTT. 2 8'-I II SETTING NOTES) A 5jl SIDEWALK SLAB DOWEL BAR 13 2'-5 33 REINFORCING STEEL,EPDXY COATED (TOTAL) 314 REINFORCING STEEL,STAINLESS STEEL (TOTAL) 33 STAINLESS STEEL SLAB DOWELS SHALL BE DEFORMED BAR GRADE 60,TYPE 316 LN IN ACCORDANCE WITH ASTM A955/A9955M-01. BENT BAR DETAILS L J 10 I'-7 7'-6z y PART LONGITUDINAL SECTION THRU APPROACH TRAIL SLAB ^ _ �' ^ D=34 5j1 (STAINLESS) l 1 ,yz m llW I v I'-I I ,. N D=2z L. r — a i 'D°21 4e1 Cl- Li•J . _t 4e2 5 9 6 6 lD Nm ""'� ' }—L= DOWEL SETTING NOTE: NmI �:.' D=22 =I ; °=2z -, C..w_'„ // / THE 5j1 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES. 5' 8 I I' 7I 6' 58 I' 7I / ; HOLES ARE TO BE 10"DEEP.THE DOWELS SHALL BE INSTALLED IN NOTE:ALL DIMENSIONS ARE OUT TO OUT ►►►III... �I 'A ►►►III j / / / ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ONE OF D= PIN DIAMETER 4nl 4n2 — "E" JOINT / / THE FOLLOWING SYSTEMS SHALL BE USED AS A BONDING AGENT N i / / e FOR THE DOWELS: �i "CF I" JOINT / i A.POLYMER GROUT SYSTEM IN ACCORDANCE WITH ARTICLE 2301.03E, / ' I'-0 8'-0 MEASURED ALONG TRAIL i OF THE STANDARD SPECIFICATIONS. • .. /� i 2i 7 EQUAL SPACES - 4m2 AND 4m3 BARS 2� i REINFORCED / / B.HYDRAULIC CEMENT GROUT SYSTEM:DRILLED HOLES ARE TO BE 2z TIMES > I / , THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN d PROPOSED APPROACH % TRAIL j SIDEWALK SLAB / / �/ WITH COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT. -' / / % TRAIL THE HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE TOP OF SIDEWALK // , APPROVED IN MATERIALS I.M.491.13 AND SHALL BE USED IN Z., 4m3 - - - - - 4m2 -"- - - - -" 1- j ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. _ r / i t I • A • • • • 4m1 (lO' 4) 4m2 �� / ir----: - 6'7v j / r . • • v • • $BT,/,BARS < ABUTMENT BRG. r A A v S eOTT TOp l•_O \ /4ml 4e2 a ABUT. I' 0 CENTERS 5jl STAINLESS--► 2^ CLR. F-ci ¢ CAe Op p4 v/A/ // �' c) STEEL BAR AT N 4m2 < 4m3/C hO/c&' N 4e1 0 ABUT. IIz CENTERS N I'-0 CENTERS - ` (12' I) i-4e1 %/ / 9'-0 A 4e2 / / ' LONGITUDINAL SECTION OF APPROACH SIDEWALK SLAB cr \ . aS, m 4n1 TOP & BOTTOM OF SLAB kil-(., (4n2 ON OPPOSITE SIDE) o a m DESIGN FOR 21 16'43" SKEW L.A. TOTAL ESTIMATED QUANTITIES S SLAB 12'-0 X 272'-0 ITEM UNIT QUANTITY PRETENS I ONED PRESTRESSED STRUCTURAL CONCRETE (BRIDGE) CU.YD. 7.6 CONCRETE BEAM BRIDGE REINFORCING STEEL,EPDXY COATED _ LBS _ 628 136' 0 END SPANS REINFORCING STEEL,STAINLESS STEEL LBS. 66 BRIDGE APPROACH PAVEMENT _ STA.35+32.86 TRAIL OVER 1-80 FEBRUARY,2015 NOTE:COST OF "E"JOINT MATERIAL AND POLYETHYLENE SHEETING IS CONSIDERED JOHNSON COUNTY PART PLAN VIEW OF APPROACH SIDEWALK SLAB INCIDENTAL TO THE COST OF STRUCTURAL CONCRETE (BRIDGE) IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION DESIGN SHEET NO. 36 OF 36 FILE NO. 31079 DESIGN NO. 514 DESIGN TEAM Ia_COM JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 SHEET NUMBER V.36 3:08:54 PM DrosteJ L:\work\project\60276947\000_CADD\001_Draft&Des\BR_F1nal\I80.STR I i ..--- :•--- -..:�_ -__-. I - '1 .. .1 . I , i . 1. _.1.. 4.... 4• 1 1 '.. 4 51011 , ). 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TM174�0_ 1 1 i f i { �35' I I s I I 7-35_ - I 1 j i 44+00.000 _7_30 I 7-30- J _ 745' - . .. 74.5_ ' n I e -.I i I i i I i n I I n r n I n 1 I I J I �' Il�40 Z40_ � I l _7_35 _ I 1 � Z35- 4'3+75.000 7_30 ! _745' j .: f 745_ i I I n l I 1 /� I ' I _14.0,_ I__._____-, I ni6 ' ' n n I I I 1 .. .. _ /YSJ_. _1 - _ - -_ .--.I _7_35 -5 .000 I Z35_ l 3 { rr �_ 1 k 30_ ENGLISH ; IOWA DOT DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER IM-08 -0 20) 1 SHEET:NUMBER W,37 6(3 244-- 3-52 4:18:52 PM 11/5/2014 frankg L:\work\proJect\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecT rat l-W-Shts.dsn 1 I 1 I 1 • L 1 I . (: I I • I I I I I• I _ 1 75-__ _70 _._65 60_ -55 _w_-50 45- 40 • �35_ 30 - fib-20' r15- �_10__.__5 -_ __ • 10 -15 20. 25 30 --35 40 45 50 '55 _60 65 _ 70 7• i 745' • • • ..: . : .. : � 4S . _7_4Q • s i i. • _za5 . i JOIEM �Y I _ I _. 1 . 162 .11 .- _Z30� I • I . I 3� . i . . r--- . ' . - -- , . . . . . . • . 45+5® 000 I . : .. .. , mini .a. . : 0 ... :: ma, - • • • . . .. 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I 46+25.000- — •017:- i., 3 ---;: _7115 , ' • _4/5_ ..i.- _ c _Z 4 0 740_ II I • ____ _735 _ I 7_35_ .---,----4"..4. _7_30 7_30_ I 'T:__-----.-1------- 1-1. , -------------. 46+00-000— _7151I 7A5_ _7_35_7A0 7_40_ . .......---,. , 7_35_ ._-------- ....!-------_ _7_3 0 . ---. n' ____. 730_ 45H+_7_5_.000 _725 1 IIIIIIF 25_ __ _ 75 70 65 61)-55 50 45 40 35 30 25--20 1 51.1-1---5 0-5 1 n j15--213 25--3 0 35—'-411 45 5=-55 sn 65 70 —75-- ENGLISH IOWA DOT DESIGN TEAM itEcom JOHNSON COUNTY PROJECT NUMBER IM-080-6(320)244--13-52 I SHEET NUMBER W.39 I 4:19:36 PM 11/5/2014 frankg L:\work\pro ject\60276947\000_CADD\001_Draft&Des\Sheets\180-RecT rai I-W-Shts.dsn • : 74.n .. .- : : .. : : .. : - : 7dn I I I 1 610_. . .55 I 1 I I I I : .- I I i `110_-_ 5_ k __. I '. 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' _7_30 IL-- c.,:--. ----c---1- • T.------•---------- ---- 1 4_8+75-D00_ ill ... ,...... j:- ,.....",:- •• 725_ I , c.....) _7A0 - 740 ___77.2355F 1 _.... _ • • MII MIIII1I III 7_335 - 730 • . M1 i 48+50.000REM 205_ _• 5-43°_ ll III um 110.1111111111.111 111.1111111111111111 111. IIIIIIII7 111.111/111111111.11 111111111111111111.1111111111111111111111111111 , M MINEM111111111111111111111111 • III , IIII _235 MIIIIIIOIIIIIIIIIIIIMIIIIIIIIIIMMIMIEIIM Mi ME ll..111111..1111111111 IIIII•IIIIIUIIIIIIIMIIIIIIIIIIIIIIEIIIIIII 1 IIII 1111.111111111111, . E . ' ' _7_30 11 111111111111111111111 I . 1 1 EMI EMI 11111 111730_ ' Ma 111111 111 ME 48+25.0,00 1111 111111 IIIII 111111 25_ 725 1 1 ' 1 11111 MI MI MN MIN_ I i III—75-70 5-61 • 55-50-- 5 4-0 35 30 • 25 III _ 0 2 30 35 40 .5 50 .1 ENGLISH IOWA DOT DESIGN TEAM I. ASCOM JOHNSON COUNTY PROJECT NUMBER 1M-080-6(320)244-13-52 SHEET NUMBER W•41 4:19:41 PM 11/5/2014 frankg LAwork\project\60276947\000_CADD\001_Draft&Des\Sheets\I80-RecTra11-W-Shts.dsn • 71C I I I I I I I I I III I I I IIIIII71c T___ _70_,__ _65_ _60 , _55_ _ 50_ _415 . 410 315 310 25 , . 20 _4_ 15_ _10 5 , 0 5_ 10__. __15_ 20_ 1 _25_ __l___ I5 _ 410 _ 45_ _ 50 _55 610 _ 615 I0 ___)5 I - - _730 I I MIMIIIIIIIIIIMIMIIIIEIIIIMMIIIIP-IIIIIIIAMI- -.. . Emos-__.riminsimm• me iii..._..1....._ . , . -._ j—' "' , I T.1 4 1 i , . I -7-25-- -----_ 111/1111111. '.-----ff--1-- 1. , . 11111111111D"-,-_, -___:-.-------- 51+011 .000 725_ EMMA .. nEri. _720 =IMMENIMIIIIIMME — IIIIIIIIENE I „, mm II i mo simmorisimmi 20_ 11111=.1.111 RU 1111111111111 • _7_30 =1.1111611. 11101111 11110.M.111.1111111.1111111111111111111111111111. 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': •• 7- .: -* .:. .[ : . .1. -: -: ! !: impilimmuma. ...'H • ; ___6-8 -:. • 11111111111r 1 :111. , — 111111111 ' — III . : 1177 H 1: 1 i • I moun_ I1 OM ' opiempompoommiimmiumem:• • •• .„-).- ;;. :: . . .,: - .. . .: ._,_7_±.-.T- --- - ' : --- . - -- ® .:• -- - .101+50. 000 1 . 1 • -- - i •: - 1 • : - • . • .:. - . • :.• --. . .: im . . . - - - . .-" . -:- --: . - muimmitaassamimemumummmit -LH is 1 ": .. —67111111111110 psupaimmunmpiim - . .: . oring. -is .:: op L:: .ion . wpm iiiilflfi.iiII1LmIL5 • :: • • • •. . :: •: . :: : : :: -- - - - i' 1 :- ': :- -]- sr - : : . .: : .: , - - - -I' - - : •:- - -, - F' .,i . . ' ,- : .s• .: - - - - 6 55 50 5i 4f1- : : : im -: 11--- . 3 .: - -- 20-_ :I• 20 25 •-- 30 —.. 3 .40 4 s 55 60 70.- 5 - , .. „ :: .: . i i I .. . ENGLISH . IOWA DOT �:DESIGN'TEAM .. .. AECOM .- -. JOHNSON ,COUNTY PROJECT NUMBER ;; SHEET. NUMBER IM-080-6(320)244--:13-52 :: W.62 �: :-4:20:35 PM' 11/5/2014 franlcg - L:\work\protect\60276947\000_CADD\001_Draft&Des.\Sheets\I80-RecTra1I-W-Shts.dsn •''' ' • ' ' • "" •• --• - -' ' --611767r- 3e(4) wimmis • Prepared by:Melissa Clow,Special Projects Administrator,410 E.Washington St., Iowa City,IA 52240,(319)356-5413 RESOLUTION NO. 15-5 RESOLUTION SETTING A PUBLIC HEARING ON JANUARY 20, 2015 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE DUBUQUE STREET PEDESTRIAN BRIDGE OVER 1-80 AND RECREATIONAL TRAIL PROJECT [IM-080- 6(320)244--13-52], DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Dubuque Street/I-80 Pedestrian Bridge account# S3930. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 20th day of January, 2015, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least_once weekly and having a general circulation in the City, not less than four.(4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 6th day of January , 20 15 . MAYOR 3c4?-4 - 7. 1Approved byATTEST: r � �=�f/+ • iCIAO ikCITYERK City Attorney's Office .L rt( pweng\masts rs\setph.d oc 1/11 Resolution No, 15-5 ]Page 2 It was moved by Mims and seconded by Payne the Resolution be adopted,and upon roll call there were: AYES: NAYS: A I::SENT: x Botchway x Dickens x Dobyns x Hayek x Mims x Payne x Throgmorton OFFICIAL PUBLICATION I NOTICE OF PUBLIC HEARING TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa __ City, Iowa, will conduct a public hearingon plans, specifications, forms of contract and estimated ���� Printer's Fee$ ��I..�� costs for the construction of the: ��+Z �� Dubuque Street/I-80 Pedestrian CERTIFICATE OF PUBLICATION - Bridge Project [IM-080-6(320)24-- 13-52,Bridge New—PPCB in Iowa US City along Dubuque Street from s STATE OF IOWA, Foster Road North 1.1 miles to the i Iowa River. Includes Pedestrian (� yl 1 - Overpass over I-SO]in said city at .r1, / JOHNSON COUNTY,SS: 7:00 p.m. on.the 20th day of c January,2015.Said meeting to be ` —��` / held in the Emma J.Harvat Hall in THE IOWA CITY PRESS-CITIZEN the City Hall, 410 E. Washington Street in said city,or if said meeting FED.ID#42-0330670 is cancelled,at the next meeting of the City Council thereafter as post- 1 ed by the City Clerk. �Gr`'C !'o]YJ of contract andaid plans, ecifications, forms estimated costs are being duly sworn,say th t I am now on file in the office of the City Clerk in the City Hall in Iowa City, the legal clerk of the IOWA CITY Iowa,and may be inspected by any PRESS-CITIZEN,a newspaper interested persons.Any interested persons may ublished in said count ,and appear at said meeting of the City p y Council for the purpose of making that a notice,a printed copy of objections to and comments con- cerning said plans, specifications which is hereto attached,was contracts or the costs of making published in said paper said improvements.This notice is given by order of th, City Council of the City of low time(s),on the following dates) City,Iowa and as provided by law ( _ ( a— 1 c MARIAN K.KARR,CITY CLERK J PC.6000042808 January 12,201 JAGCrtJ9 )i, Legal Clerk Subscribed andAworn to m before this I day of iii\i A.D 20 J c . —..le" Notary Pa ARAM JAMES KA E A- ; Commission Number 785381 o r4 0 1 MY Commission Expires �"' ' 0810412011 • NOTICE OF PUBLIC HEARING TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, forms of contract and estimated costs for the construction of the: Oubuqu Street/.L80TPedeest'r-ian Bridge-P__roject-WO80'-6(320)24=1-3=52? Bridge New — PPCB in Iowa City along Dubuque Street from Foster Road North 1.1 miles to the Iowa River. Includes Pedestrian Overpass over I-80] in said city at 7:00 p.m. on the 20th day of January, 2015. Said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, forms of contract and estimated costs are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contracts or the costs of making said improvements. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK I4 ) Prepared by: Melissa Clow,Special Projects Administrator,410 E.Washington St.,Iowa City, IA 52240;(319)356-5413 RESOLUTION NO. 15-12 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST THE IOWA DEPARTMENT OF TRANSPORTATION FUNDING AND CONSTRUCTION ADMINISTRATION AGREEMENT[2013-16-284]FOR THE DUBUQUE STREET PEDESTRIAN BRIDGE OVER 1-80 AND RECREATIONAL TRAIL PROJECT. WHEREAS, the City of Iowa City desires to construct a pedestrian bridge over 180 along Dubuque Street and a recreational trail connecting the pedestrian bridge to the existing Iowa River Trail;and WHEREAS,the City of Iowa City, Iowa has negotiated a funding agreement with the Iowa Department of Transportation that includes designation of the Iowa Department of Transportation as the construction administrator for this project;and WHEREAS, the City Council deems it is in the public interest to enter into said agreement with the Iowa Department of Transportation for the construction of the Dubuque Street Pedestrian Bridge over I-80 and Recreational Trail Project[IM-080-6(320)244-13-52]. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA,THAT: 1. It is in the public interest to enter into the above-mentioned agreement, and the agreement is hereby approved as to form and content. 2. The Mayor is authorized to sign and the City Clerk to attest the agreement between the City of Iowa City and the Iowa Department of Transportation in duplicate. Passed and approved this 20th day of January ,2015. MAYOR App oved by ATTEST: /f t ,) CITY RK � "' CityAttorney's Office y r �� fls It was moved by Mims and seconded by Throgmorton the Resolution be adopted,and upon roll call there were: AYES: NAYS: ABSENT: x Botchway X Dickens X Dobyns X Hayek x Mims X Payne X Throgmorton September 2012 IOWA DEPARTMENT OF TRANSPORTATION Agreement for a Improvement Project Recipient: Iowa City, Iowa County: Johnson Project Number: IM-080-6(320)244--13-52 Agreement Number: 2013-16-284 Staff Action Number: CFDA No. and Title: 20.205 Highway Planning and Construction This agreement is entered into by and between the city of Iowa City, Iowa(hereinafter referred to as Recipient)and the Iowa-Department of Transportation (hereinafter referred to as the Department) in accordance with Iowa Code Sections 28E.12 and 306A.7 or 307.44. Witnesseth;that Whereas,the Recipient in joint cooperation with the Department, proposes to establish or make improvements adjacent to Interstate 80 in Johnson County; and Whereas,the Recipient has received Federal funding through the Surface Transportation Program (STP), which was continued by the Moving Ahead for Progress in the 21st Century(MAP-21), Public Law 112- 141, now codified at Section 133(b)of Title 23, United States Code(U.S.C.);which are hereinafter referred to as STP funds. STP funds are available for construction, reconstruction, rehabilitation, resurfacing, restoration and operational or safety improvement projects on Federal-aid highways,bridges on any public road, and several other types of projects, as specified in 23 U.S.C. 133(b). Federal-aid highways include all Federal Functional Classifications, except for rural minor collectors or local roads; and Whereas,the Recipient has received Federal funding through the Interstate Maintenance Discretionary Program (IMD) Program,which was continued by the Moving Ahead for Progress in the 21st Century (MAP-21), Public Law 112-141, now codified at Section 133(b) of Title 23, United States Code(U.S.C.); which are hereinafter referred to as IMD funds; and Whereas,the Recipient submitted an application to the DOT for funding through the State Recreational Trails(SRT)fund under Iowa Code Chapter 465B(2011),and the application was approved by Transportation Commission Order No. PPM-2013-18 on October 9,2012, hereinafter referred to as SRT funds. Now,therefore,in accordance with the terms of this agreement,applicable statutes,and administrative rules,the Department agrees to provide funding named above to the Recipient for the improvement project described below.The parties further agree as follows: 1. Project Information a. All notices required under this agreement shall be made in writing to the Department's and/or the Recipient's contact person.The Department's contact person shall be the District 6 Local Systems Engineer.The Recipient's contact person shall be the City Engineer or their representative. b. The Recipient shall be responsible for the development and completion of the following described improvement project: 2013-16-284_lowaCity Page 1 of 10 September 2012 Iowa River Trail - Phase 8 of 8.This project will complete the 12-mile Iowa River Trail through the Iowa City metro area and includes 1.1 miles of concrete trail along Dubuque Street from the Iowa River(at Butler Bridge and Waterworks Prairie Park)to Foster Road and one 540-foot pedestrian bridge over Interstate 80. 2.Funding Sources a. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from STP funds.The portion of the project costs reimbursed with STP funds shall be limited to a maximum of either 80 percent of eligible costs (other than those reimbursed with other Federal funds) or the amount stipulated in the Metropolitan Planning Organization of Johnson County's current Transportation Improvement Program(TIP) and approved in the current Statewide Transportation Improvement Program (STIP),whichever is less. Eligible project activities will be limited to the following:construction, engineering, inspection,and right-of-way acquisition. Under certain circumstances,eligible activities may also include utility relocation or railroad work that is required for construction of the project. b. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities for SRT funds.The portion of the project costs reimbursed with SRT funds shall be limited to a maximum of either 75 percent of eligible costs (other than those reimbursed with Federal funds) or$441,000, whichever is less.. Eligible project activities will be limited to the following:construction, engineering, inspection,and right-of-way acquisition. c. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from IMD funds. The portion of the project costs reimbursed with IMD funds shall be limited to a maximum of either 90 percent of eligible costs(other than those reimbursed with other Federal funds)or$475,000, whichever is less. Eligible project activities will be limited to the following: construction, engineering, inspection, and right-of-way acquisition,within the 'touchdown points' of the pedestrian overpass bridge over 1-80. d. The Recipient shall comply with the Federal-aid provisions contained in Exhibit 1 which is attached hereto and by this reference is incorporated into this agreement. e. The Recipient shall be responsible for all other project costs which are not reimbursed with or paid for by the funds specified above. f. The funding sources identified are as follows: Federal Interstate Maintenance Discretionary Funds (IMD) $475,000 Federal Surface Transportation Program Funds (STP) $881,000 State Recreational Trails Fund (SRT) $441,000 Local Contribution $303,000 Totals $2,100,000 3. Environmental, Right-of-Way, Permits,and Other Requirements a. The Recipient shall be responsible for obtaining any necessary permits from the Department,such as the Right to Occupy and/or Perform Work Within the Right-of-Way, Permit of Access, Utility Accommodation, Right to Install and Maintain Traffic Control Devices,or other construction permits required for the project prior to the start of construction. Neither the approval of funding nor the signing of this agreement shall be construed as approval of any required permit from the Department. b. The Recipient shall obtain all project permits and/or approvals,when necessary,from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), 2013-16-284_IowaCity 11-24-14 Page 2 of 10 September 2012 Iowa Department of Natural Resources, U.S. Coast Guard, U.S.Army Corps of Engineers, or other State or Federal agencies as may be required. c. If right-of-way is required for the project,the Recipient shall acquire the necessary right-of-way in accordance with 761 Iowa Administrative Code Chapter 111, Real Property Acquisition and Relocation Assistance.The Recipient shall submit preliminary right-of-way plans to the Department's Office of Right-of-way for review and approval prior to the commencement of any acquisition. d. Additionally,the portions right-of-way acquired for improvements to the Interstate Road System shall be acquired in the name of the State of Iowa.The Recipient will properly close the sale of each parcel and shall furnish the Department copies of all completed contracts, deeds,conveyances and condemnation documents(for State right of way). e. If there is a railroad crossing within or near the project work area,the Recipient shall obtain the necessary approvals or agreements from the railroad to allow the proposed work to be completed on or around the railroad crossing and/or right-of-way. f. If the project requires utility relocations, subject to the approval of and without expense to the Department,the Recipient agrees to perform or cause to be performed all relocations,alterations, adjustments or removals of existing utility facilities,including but not limited to power,telephone lines, fiber optics lines, natural gas pipelines,water mains and hydrants,curb boxes, utility accesses, storm water intakes, sanitary sewers,and related poles, installations and appurtenances,whether privately or publicly owned, and all parking meters,traffic signals and other facilities or obstructions which are located within the limits of an established street or alley and which will interfere with construction of the project and the clear zone.All utility relocations shall be accomplished in accordance with the Department's Utility Accommodation Policy, as set forth in 761 Iowa Administrative Code, Chapter 115. g. If the Recipient has completed a Flood Insurance Study(FIS)for an area which is affected by the proposed primary highway project and the FIS is modified, amended or revised in an area affected by the project after the date of this agreement,the Recipient shall promptly provide notice of the modification,amendment or revision to the Department. If the Recipient does not have a detailed FIS for an area which is affected by the proposed primary highway project and the Recipient does adopt an FIS in an area affected by the project after the date of this agreement,the Recipient shall promptly provide notice of the FIS to the Department. 4. Project Design a. The Recipient shall be responsible for the design of all proposed improvements. b. The project plans, specifications and engineer's cost estimate shall be prepared and certified by a Professional Engineer licensed to practice in the State of Iowa. c. All proposed highway or street improvements shall be designed using good engineering judgment and the American Association of State Highway and Transportation Officials(AASHTO) Policy on Geometric Design of Highways and Streets", (latest edition). d. The project design shall comply with the"Manual on Uniform Traffic Control Devices for Streets and Highways", by the Federal Highway Administration, as adopted by Department, as per 761 Iowa Administrative Code, Chapter 130. e. The project shall be designed and constructed using the Department's Standard Specifications for Highway and Bridge Construction (most current edition). Prior to their use in the bidding documents, any Special Provisions or other modifications to the Standard Specifications shall be approved by the Department. 2013-16-284 IowaCity Page 3 of 10 September 2012 5. Bid Letting a. The Recipient shall submit the plans, specifications, estimate, and all other contract documents for review by the Department.The project may be submitted for letting in phases, in the order of preference as determined by the Recipient.All plan submittals shall be in accordance with the Major ' Project schedule, as shown on the Instructional Memorandum to Local Public Agencies 3.005, Project Development Submittal Dates and Information,published by the Department's Office of Local Systems. b. The project will be let by the Department in accordance with its normal letting procedures. As a condition for the Department to let the project,the Recipient agrees that the Recipient has the financial resources to proceed with the project if bids submitted are 110%of the project cost estimate or less. If the Recipient is a city,the Recipient shall comply with the public hearing requirements of the Iowa Code section 26.12. c. The Department shall be the contracting authority for the project. 6. Construction and Maintenance a. The Department shall be responsible for construction administration including daily inspection of the project (with Recipient/Recipient consultant assistance as requested)and the compilation of a daily inspection report for the project. b. The work on this project shall be in accordance with the approved plans and specifications. Any substantial modification of these plans and specifications must be approved by the Recipient prior to the modification being put into effect. The Recipient will be responsible for reviewing, approving and signing any change orders, or any other modifications of the contract documents during construction. c. Interstate highway through traffic will be maintained in accordance with the project plans. d. Structures over or under a primary road extension will be maintained structurally sound by the Department, including repairs to floors and railing and painting. For structures serving roadways which are not on the primary road extension system,the cleaning and removal of snow, debris and foreign objects from city side street traffic lanes, sidewalks or walkways within the project limits including pedestrian overpasses or underpasses and those associated with bridges both overpasses and underpasses will be the responsibility of the Recipient. e. Traffic control devices,signing,or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways"as per 761 Iowa Administrative Code, Chapter 130.The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs,flood lighting, and warning lights as necessary. f. Subject to the provisions hereof,the Recipient in accordance with 761 Iowa Administrative Code sections 150.3(1)c and 150.4(2)will remove or cause to be removed all encroachments or obstructions in the existing primary highway right of way. The Recipient will also prevent the erection and/or placement of any structure or obstruction on said right of way or any additional right of way which is acquired for this project including but not limited to private signs, buildings, pumps, and parking areas. g. With the exception of service connections no new or future utility occupancy of project right-of-way, nor any future relocations of or alterations to existing utilities within said right-of-way(except service connections),will be permitted or undertaken by the Recipient without the prior written approval of the Department.All work will be performed in accordance with the Utility Accommodation Policy and other applicable requirements of the Department. 2013-16-284_lowaCity 11-24-14 Page 4 of 10 September 2012 h. Future maintenance of the proposed improvements shall be in accordance with 761 Iowa Administrative Code,Chapter 150. i. Upon completion of the project, no changes in the physical features thereof will be undertaken or permitted without prior written approval of the Department. 7. Payments and Reimbursements a. The Department will make initial payments to the contractor from the Primary Road Fund. Upon completion of the project,the LPA shall reimburse the Department for its share of the project costs. Reimbursement will be provided to the Department either by a warrant or voucher from the LPA, or by crediting the Primary Road Fund from the funding sources provided to the LPA by this agreement. 8. General Provisions a. In accordance with Iowa Code Chapter 216,the Recipient shall not discriminate against any person on the basis of race,color, creed, age,sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. b. The Recipient agrees to indemnify, defend and hold the Department harmless from any action or liability arising out of the design,construction, maintenance, placement of traffic control devices, inspection, or use of this project.This agreement to indemnify, defend and hold harmless applies to all aspects of the Department's application review and approval process,plan and construction reviews, and funding participation. c. If any part of this agreement is found to be void and unenforceable then the remaining provisions of this agreement shall remain in effect. d. This agreement is not assignable without the prior written consent of the Department. e. It is the intent of both parties that no third party beneficiaries be created by this agreement. f. In case of dispute concerning the terms of this agreement,the parties shall submit the matter to arbitration pursuant to Iowa Code Chapter 679A. Either party has the right to submit the matter to arbitration after ten (10)days notice to the other party of their intent to seek arbitration.The written notice must include a precise statement of the disputed question.The Department and the Recipient agree to be bound by the decision of the appointed arbitrator. Neither party may seek any remedy with the State or Federal courts absent exhaustion of the provisions of this paragraph for arbitration. g. This agreement shall be executed and delivered in two or more copies,each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same instrument. h. This agreement,as set forth in the paragraphs above and the referenced exhibits,constitutes the entire agreement between the Department and the Recipient concerning this project. Representations made before the signing of this agreement are not binding,and neither party has relied upon conflicting representations in entering into this agreement.Any change or alteration to the terms of this agreement must be made in the form of an addendum to this agreement. Said addendum shall become effective only upon written approval of the Department and Recipient. 2013-16-284_IowaCity Page 5 of 10 September 2012 In witness whereof,each of the parties hereto has executed this agreement as of the date shown opposite its signature below. City of Iowa City,Iowa: By:______Aelt,A Date January 20th , 20 15 ., Title: Mayor I, Marian K. Karr ,certify that I am the Clerk of the City,and that Matthew J. Hayek ,who signed said Agreement for and on behalf of the City was duly authorized to execute the same by virtue of a formal Resolution duly passed and adopted by the City, on the 20thday of January 20th ,2015 J Signed 7 c[It, / fl . _ktt-,U-i z.Date January 20th ,2015 City Clr±rk of Iowa City, Iowa Iowa partment of Tra spo, tion: By: {;arr.r,� /J�- $_' +r. 'l x � Date V=- 1 , 20 James R.Schnoebelen District 6 Engineer 2013-16-284_lowaCity Page 6 of 10 EXHIBIT 1 General Agreement Provisions for use of Federal Highway Funds on Primary Highways As a condition of receiving Federal Highway funds,the Recipient shall comply with the following additional provisions: 1. The Recipient shall be responsible for including the project in the appropriate Regional Planning Affiliation(RPA)or Metropolitan Planning Organization(MPO)Transportation Improvement Program (TIP). The Recipient shall also ensure that the appropriate RPA or MPO,through their TIP submittal to the Department, includes the project in the Statewide Transportation Improvement Program (STIP). If the project is not included in the appropriate fiscal year of the STIP, Federal funds cannot be authorized. 2. Before beginning any work for which Federal funding reimbursement will be requested,the Recipient shall contact the Department to obtain the procedures necessary to secure FHWA authorization. The Recipient shall submit a written request for FHWA authorization to the Department.After reviewing the Recipient's request,the Department will forward the request to the FHWA for authorization and obligation of Federal funds.The Department will notify the Recipient when FHWA authorization is obtained.The cost of work performed prior to FHWA authorization will not be reimbursed with Federal funds. 3. The Recipient shall take the necessary actions to comply with applicable State and Federal laws and regulations. To assist the Recipient,the Department has provided guidance in the Federal-aid Project Development Guide (Guide) and the Instructional Memorandums to Local Public Agencies (I.M.$)that are referenced by the Guide. Both are available on-line at: http://www.iowadot.gov/local_systems/ publications/im/Ipa_ims.htm. The Recipient shall follow the applicable procedures and guidelines contained in the Guide and I.M.s in effect at the time project activities are conducted. 4. In accordance with Title VI of the Civil Rights Act of 1964 and associated subsequent nondiscrimination laws, regulations,and executive orders,the Recipient shall not discriminate against any person on the basis of race,color, national origin, sex, age, or disability. In accordance with Iowa Code Chapter 216,the Recipient shall not discriminate against any person on the basis of race,color, creed,age,sex, sexual orientation, gender identity, national origin, religion, pregnancy,or disability. The Recipient agrees to comply with the requirements outlined in I.M. 1.070,Title VI and Nondiscrimination Requirements which includes the requirement to provide a copy of the Recipient's Title VI Plan or Agreement and Standard DOT Title VI Assurances to the Department. 5. The Recipient shall comply with the requirements of Title II of the Americans with Disabilities Act of 1990 (ADA), Section 504 of the Rehabilitation Act of 1973(Section 504), and the associated Federal regulations that implement these laws,and the guidance provided in I.M. 1.080,ADA Requirements. When pedestrian facilities are constructed, reconstructed,or altered,the Recipient shall make such facilities compliant with the ADA and Section 504. 6. To the extent allowable by law,the Recipient agrees to indemnify, defend,and hold the Department harmless from any action or liability arising out of the design,construction, maintenance, placement of traffic control devices, inspection,or use of this project.This agreement to indemnify,defend,and hold harmless applies to all aspects of the Department's application review and approval process, plan and construction reviews, and funding participation. 7. As required by 49 CFR 18.26,the Recipient is responsible for obtaining audits in accordance with the Single Audit Act Amendments of 1996 (31 U.S.C.7501-7507)and and Subpart F of 2 CFR 200. Subpart F of 2 CFR 200 stipulates that non-Federal entities expending$750,000 or more in Federal awards in a year shall have a single or program-specific audit conducted for that year in accordance with the provision of that part.Auditee responsibilities are addressed in Subpart F of 2 CFR 200.The 2013-16-284_lowaCity Page 7 of 10 Federal funds provided by this agreement shall be reported on the appropriate Schedule of Expenditures of Federal Awards(SEFA)using the Catalog of Federal Domestic Assistance(CFDA) number and title as shown on the first page of this agreement. If the Recipient will pay initial project costs and request reimbursement from the Department,the Recipient shall report this project on its SEFA. If the Department will pay initial project costs and then credit those accounts from which initial costs were paid,the Department will report this project on its SEFA. In this case,the Recipient shall not report this project on its SEFA 8. The Recipient shall supply the Department with all information by the Federal Funding Accountability and Transparency act of 2006 and 2 CFR Part 170. 9. The Recipient shall comply with the following Disadvantaged Business Enterprise(DBE) requirements: 1) The Recipient shall not discriminate on the basis of race,color, national origin,or sex in the award and performance of any Department-assisted contract or in the administration of its DBE program or the requirements of 49 CFR Part 26.The Recipient shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of Department-assisted contracts. 2) The Recipient shall comply with the requirements of I.M.3.710, DBE Guidelines. 3) The Department's DBE program,as required by 49 CFR Part 26 and as approved by the Federal Highway Administration(FHWA), is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as a violation of this agreement. Upon notification to the Recipient of its failure to carry out its approved program,the Department may impose sanctions as provided for under Part 26 and may, in appropriate cases,refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986(31 U.S.C. 3801 et seq.). 10. Termination of funds. Notwithstanding anything in this agreement to the contrary, and subject to the limitations set forth below,the Department shall have the right to terminate this agreement without penalty and without any advance notice as a result of any of the following: 1)The Federal government, legislature or governor fail in the sole opinion of the Department to appropriate funds sufficient to allow the Department to either meet its obligations under this agreement or to operate as required and to fulfill its obligations under this agreement;or 2) If funds are de-appropriated, reduced,not allocated, or receipt of funds is delayed,or if any funds or revenues needed by the Department to make any payment hereunder are insufficient or unavailable for any other reason as determined by the Department in its sole discretion; or 3) If the Department's authorization to conduct its business or engage in activities or operations related to the subject matter of this agreement is withdrawn or materially altered or modified.The Department shall provide the Recipient with written notice of termination pursuant to this section. 11. Certain utility relocation,alteration, adjustment, or removal costs may be eligible for Federal funding reimbursement in accordance with the FHWA rules applicable to the type of utility involved and Iowa Code Chapter 306A. If the Recipient desires Federal reimbursement of these costs, it shall submit a request for FHWA Authorization prior to beginning any utility relocation work,in accordance with the procedures outlined in I.M.3.650, Federal-aid Participation in Utility Relocations. 12. If Federal funding is requested for in-house services,the Recipient shall follow the procedure outlined in I.M.3.310, Federal-aid Participation in In-House Services. 13. If the Recipient desires to claim indirect costs under Federal awards, the Recipient shall prepare an indirect cost rate proposal and related documentation in accordance with the requirements of 2 CFR 225. Before incurring costs for in-house services,such an indirect cost rate proposal shall be certified by the FHWA or the Federal agency providing the largest amount of Federal funds to the Recipient. 2013-16-284_IowaCity Page 8 of 10 14. If the Recipient requests Federal funds for consultant services,the Recipient and the Consultant shall prepare a contract for consultant services in accordance with 23CFRPart 172. These regulations require a qualifications-based selection process. The Recipient shall follow the procedures for selecting and using consultants outlined in I.M. 3.305, Federal-aid Participation in Consultant Costs. 15. If Preliminary Engineering (PE)work is Federally funded,and if right-of-way acquisition for or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal funds were authorized,the Recipient shall repay to the Department an amount equal to the amount of Federal funds made available for such engineering. PE includes work that is part of the development of the PS&E for a construction project.This includes environmental studies and documents, preliminary design, and final design up through and including the preparation of bidding documents. PE does not include planning or other activities that are not intended to lead to a construction project. Examples include planning, conceptual, or feasibility studies. 16. The Recipient shall take the appropriate actions and prepare the necessary documents to fulfill the FHWA requirements for project environmental studies including historical/cultural reviews and location approval.The Recipient shall complete any mitigation agreed upon in the FHWA approval document.These procedures are set forth in I.M. 3.105,Concept Statement Instructions;3.110, Environmental Data Sheet Instructions;3.112, FHWA Environmental Concurrence Process;and 3.114, Cultural Resource Regulations. 17. If farmland is to be acquired,whether for use as project right-of-way or permanent easement,the Recipient shall follow the procedures in I.M.3.120, Farmland Protection Policy Act Guidelines. 18. The Recipient shall obtain project permits and approvals,when necessary,from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S.Coast Guard, U.S.Army Corps of Engineers,the Department,or other agencies as required.The Recipient shall follow the procedures in I.M. 3.130, 404 Permit Process; 3.140, Storm Water Permits;3.150, Highway Improvements in the Vicinity of Airports or Heliports; and 3.160,Asbestos Inspection, Removal and Notification Requirements. 19. In all contracts entered into by the Recipient, and all subcontracts, in connection with this project that exceed$100,000,the Recipient shall comply with the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act,and all their regulations and guidelines. In such contracts,the Recipient shall stipulate that any facility to be utilized in performance of or to benefit from this agreement is not listed on the Environmental Protection Agency (EPA)List of Violating Facilities or is under consideration to be listed. 20. If the Recipient is responsible for acquisition of the project right-of-way,it shall acquire the project right-of-way, whether lease, easement, or fee title,and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in I.M.3.605, Right-of-Way Acquisition, and the Department's Office of Right of Way Local Public Agency Manual.The Recipient shall contact the Department for assistance,as necessary,to ensure compliance with the required procedures, even if no Federal funds are used for right-of-way activities.The Recipient shall obtain environmental concurrence before acquiring any needed right-of-way.With prior approval,hardship and protective buying is possible. If the Recipient requests Federal funding for right-of-way acquisition,the Recipient shall also obtain FHWA authorization before purchasing any needed right-of-way. 21. If the project right-of-way is Federally funded and if the actual construction is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay the amount of Federal funds reimbursed for right-of-way costs to the Department. 22. If Federal funding is requested for construction performed by employees of the Recipient,the Recipient will follow the procedures outlined in I.M.3.810, Federal-aid Construction by Local Agency Forces. 2013-16-284_IowaCity Page 9 of 10 23. The non-Federal share of the project costs may include cash or third party non-cash contributions to the project. If the Recipient desires to use a third party non-cash contribution as credit toward the non-Federal share,the Recipient shall submit a request to the Department for review in accordance with I.M. 3.050, In-Kind Contributions.The Department will have sole authority to determine the value of the Recipient's non-cash contribution for the purposes of this agreement. 24. The Recipient shall maintain all books,documents, papers, accounting records, reports, and other evidence pertaining to costs incurred for the project.The Recipient shall also make these materials available at all reasonable times for inspection by the Department, FHWA,or any authorized representatives of the Federal Government. Copies of these materials shall be furnished by the Recipient if requested.Such documents shall be retained for at least 3 years from the date of FHWA approval of the final closure document. Upon receipt of FHWA approval of the final closure document, the Department will notify the Recipient of the record retention date. 25. The total funds collected by the Recipient for this project shall not exceed the total project costs. The total funds collected shall include any Federal or State funds received,and any special assessments made by the Recipient(exclusive of any associated interest or penalties), pursuant to Iowa Code Chapter 384(cities)or Chapter 311 (counties).The total project costs shall include all costs that can be directly attributed to the project. In the event that the total funds collected by the Recipient does exceed the total project costs,the Recipient shall either: 1) in the case of special assessments, refund to the assessed property owners the excess special assessments collected(including interest and penalties associated with the amount of the excess),or 2) refund to the Department all funds collected in excess of the total project costs(including interest and penalties associated with the amount of the excess)within 60 days of the receipt of any excess funds. In return,the Department will either credit reimbursement billings to the FHWA or credit the appropriate State fund account in the amount of refunds received from the Recipient. 2013-16-284_IowaCity Page 10 of 10 01® 6 Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5413 RESOLUTION NO. 15-16 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE DUB UQU' STRte PEDESTRIAN BRIDGE OVER I=80>ANDERECREATIONAL TAIL:.EROJECT=[IM=080=6(320)244 ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the Iowa Department of Transportation (DOT); and WHEREAS, bids will be accepted on February 17, 2015 at 10:00 a.m. by the DOT, Office of Contracts in Ames, IA; and WHEREAS, notice of public hearing on the plans, specifications, and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in the Dubuque Street/I80 Pedestrian Bridge account#S3930. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above-named project shall be in the form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids by the DOT for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, IA 50010, (515) 239-1414 before 10:00 a.m. on the 17th day of February, 2015. Thereafter, the bids will be opened and announced by the DOT, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 23rd day of February, 2015. Passed and approved this 20th day of January , 20 15 . 403q,c-Rt.\ MAYOR Appr9ved byyf, ATTEST:7\o_Ac-a,O � `> 6-,G:� Z-61�r4�rf , �.'.CITtERK y CitY Attorne 's Office / Y Y fl �� Resolution No. 15-16 Page 2 It was moved by Payne and seconded by Botchway the Resolution be adopted,and upon roll call there were: AYES: NAYS: A SENT: X Botchway x Dickens x Dobyns x Hayek x Mims • x Payne x Throgmorton + ' \ ‘, e L .. ‘.\..t .kr,:.1,..., %.4,,'&4,\cH \ , OFFICIAL PUBLICATION Per Iowa Code section 423.3(80), q•, ® the contracting authority will issue Printer's Fee$ Cl i NOTICE TO BIDDERS an exemption certificate for the STATE OF IOWA—Sealed bids will purchase or use of building materi- be received by the Iowa Department als, supplies and equipment used CERTIFICATE OF PUBLICATION of Transportation (DOT), Office of in the performance of the construc- -Contracts,800 Lincoln Way,Ames, tion contract. STATE OF IOWA, Iowa 50010 on February 17,2015 at 10:00 A.M.for various items of Failure to execute a contract and construction and/or maintenance file an acceptable performance JOHNSON COUNTY,SS: work. bond and certificate of insurance • Plans,specifications and proposal within 30 days of the approval date THE IOWA CITY PRESS-CITIZEN forms for the work may be seen at for awarding the contract will be just and sufficient cause for the the Office of Contracts until noon denial of the award and the forfei- FED.ID#42-0330670 on the day previous to the letting. ture of the proposal guarantee. C Proposal guaranties are to be sent The Iowa DOT(or other approved �o� to the Office of Contracts at the address above. Iowa DOT person- contracting authority) hereby noti- being duly sworn,say that am nel will be available to accept pro- fies all bidders that it will affirms- posal guaranties during regular •tively ensure that in any contract the legal clerk of the IOWA CITY business hours of 8:00 a.m.to 4:30 entered into pursuant to this adver- tisement, disadvantaged business ' PRESS-CITIZEN,a newspaper enterprises will be afforded full published in said county,and The Iowa DOT uses the Bid opportunity to submit bids in response to this invitation and will Express website (www.bidx.com) not be on the that a notice,a printed copy of as an official depository for bid groundsotbe of discriminated color,againstr national submittal. The Iowa,DOT will origin in considerationrace, fat: an I • which is hereto attached,wasp ensure this depository is available 9 published in said paper 9 for a two-hour period prior to the award. •''-- '' deadline for submission of bids. If On Federal Aid projects,' where time(s),on the following s :date there is an interruption of commu- disadvantaged business enterprise 2^,- -k C nications or loss of service by Bid Express during this two-hour peri- (DBE)goals have been established, od, the Iowa DOT will delay the the bidder is required to complete deadline for bid submissions to and submit form 102115 with the AMA-Cr0")19-- allow potential bidders to submit bid documents. On all projects y bids.Instructions will be communi- without DBE goals,the contractor cated to potential bidders. must show that affirmative action has been made to seek out and Opening and reading of the bids consider DBEs as potential sub- Legal Clerk will be performed at the Office of contractors. Contracts after 10:30 A.M. on the Some projects may be listed in day bids are to be received,unless Subscribed a sworn to multiple proposals(as an individual . otherwise specified by the Iowa project or as part of a combined before me/�this day of DOT. package of projects). The '4 A 1.20 (� • All proposals must be filed on the Contracting Authority will deter- - 4,,.....„- forms furnished by the Office of mine which combination of propos- ���' als produce the lowest bid .for Contracts, sealed and plainly these projects. • Notar, P laic marked. Proposals containing any reservations not provided for in the The listing of projects open for forms furnished will be rejected. bids and details for each project The Iowa DOT reserves the right to ' waive technicalities and to reject will be available to potential bid- any or all bids. ders and suppliers three(3)weeks ADAM JAMES KAHLER prior to the letting date at: www. Ai bidx.com/ia/main or www.iowadot. a JA proposal guarantee, not less o Commission Number 785381 gov/contracts/index/htm or by call- than the amount as set forth in the °' proposal form, shall be filed with ing the Office of Contracts at 515- i�,�, Commission Expires 239-1414. 0®/04/2017 each proposal.The proposal guar- antee shall be in the form of a certi- Minimum wage rates for all feder- fied check or credit union certified shard draft,cashier's check,money al-aid projects have been predeter- order or bank draft drawn on a mined by the U.S. Secretary of solvent bank or credit union: Labor and are set forth in the Certified checks or credit union, specifications. However,this does certified share drafts shall bear an not apply to projects off the Feder- endorsement signed by a respon- al-aid highway system. All federal- sible official of such bank or credit aid projects are subject to the union as to the amount certified. . Contract Work Hours Standards Cashier's checks,money orders or Act, as amended(title I of Pub. L. bank drafts shall be made payable 87-581,Aug.13,1962,75 Stat.357) either to the contracting authority and implementing regulations. or to the bidder;and,where made By virtue of statutory authority, a • payable to the bidder,shall contain preference will be given to prod an unqualified endorsement to the ucts and provisions grown and coal contracting authority signed by the produced within Iowa,and also, a bidder or the bidder's authorized resident bidder shall be allowed a agent. A properly completed preference against a nonresident Proposal Guaranty/Bid Bond(form bidder from a state or foreign coun- Contractor's131084) or a properly Bidco nd try which gives or requires a prefer- (form650043)Annual Bid Bond ence to bidders from that state or of themonetarymay be usedsp in lieu foreign country both on projects in of o Bothformsaoptions available which there are no federal funds above. Both are available from the Office of Contracts. involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE:515-239-1414 Bid Order: 017 County: JOHNSON Proposal ID: 52-0806- 320 Work Type:BRIDGE NEW—PPCB Proposal Section: 0001 ROADWAY ITEMS-FOR A 12'-0" X 272'-0" PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE W/ 1.1 MILES OF 10'MULTI-USE PATH. DBE Goal: 4% Working Days: 120 Late Start Date: D4/06/2015 Guarantee: $100,000.00 Project: I M-080-6(320)244--13- 52 Route: 1-80, IN IOWA CITY ALONG DUBUQUE STREET FROM FOSTER ROAD NORTH 1.1 MILES TO THE IOWA RIVER. INCLUDES PEDESTRIAN OVERPASS OVER 1-80 PC-6000043141 January 27,2015 SP-126046 (NEW) nJ D C 1 c�e -.-r'r--. 47) I SPECIAL PROVISIONS =+: � ` 11 for c --- ':. 9 CAST STONE FOR DECORATIVE COLUMNS L=-) Johnson County IMVI-080-6(320)244--13-52 Effective Date February 17, 2015 THE ENGLISH STANDARD SPECIFICATIONS, SERIES OF 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP-126046 Page 2 of 9 PART I -DESCRIPTION This specification encompasses basic requirements for Cast Stone, a refined architectural concrete building unit manufactured to simulate natural cut stone, used in unit masonry applications. Cast Stone is a masonry product, used as an architectural feature, trim, ornament or facing for buildings or other structures. Materials and processes used for manufacturing Cast Stone vary widely according to the aggregates locally available to the manufacturers and the processes and techniques used by the manufacturers to obtain the desired appearance and physical properties. Of paramount importance in molding Cast Stone is the need to employ a properly proportioned mixture of white and/or gray cements, manufactured or natural sands, carefully selected crushed stone or well-graded natural gravel and mineral coloring pigments to achieve the desired appearance while maintaining durable physical properties. Although a variety of casting methods are used, production conforming to this standard will exceed minimum requirements for compressive strength and weathering qualities essential for normal installations as a suitable replacement for natural cut limestone, brownstone, sandstone, bluestone, granite, slate, keystone, travertine and other natural building stones. 1.01 GENERAL Scope-All labor, materials and equipment to provide the Cast Stone shown on plans and as described in this specification. A. Manufacturer shall furnish Cast Stone covered by this specification. B. Installing contractor shall unload, store, furnish all anchors, set, patch and clean the Cast Stone, as required. 1.02 REFERENCES A. ACI 318- Building Code Requirements for Reinforced Concrete. B. ASTM A 185 - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. C. « ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Reinforced Concrete. D. G gsTM C 33-Standard Specification for Concrete Aggregates. E. Liok IM C 150-Standard Specification for Portland Cement. = ra< � F.=j �A5l1VI C 173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volume Method. o �. GR' ASTM C 231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. H. .ASTM C 260-Standard Specification for Air Entrained Admixtures for Concrete. I. ASTM C 270 -Standard Specification for Mortar for Unit Masonry. J. ASTM C 426-Standard Test Method for Linear Shrinkage of Concrete Masonry Units. K. ASTM C 494/C 494M - Standard Specification for Chemical Admixtures for Concrete. SP-126046 Page 3 of 9 L. ASTM C 618 - Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete. M. ASTM C 666 - Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. N. ASTM C 979 - Standard Specification for Coloring Pigments for Integrally Pigmented Concrete. O. ASTM C 989 - Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete. P. ASTM C 1194 - Standard Test Method for Compressive Strength of Architectural Cast Stone. Q. ASTM C 1195 -Standard Test Method for Absorption of Architectural Cast Stone. R. ASTM C 1364-Standard Specification for Architectural Cast Stone. S. ASTM D 2244 - Standard Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates. �i:a cr' T. Cast Stone Institute®Technical Manual (Current Edition). -- `- 711 1.03 DEFINITIONS , ,,...,teai! 2 G7 A. Cast Stone: A refined architectural concrete building unit manufactured t aimurate' natural cut stone, used in unit masonry applications. t . i atY 1p 1. Dry Cast Concrete Products -Manufactured from zero slump concrete.-`; a. Vibrant Dry Tamp (VDT) Casting Method: Vibratory ramming of earth moist, zero-slump concrete against a rigid mold until it is densely compacted. b. Machine Casting Method: Manufactured from earth moist, zero-slump concrete compacted by machinery using vibration and pressure against a mold until it becomes densely consolidated. 2. Wet Cast Concrete Products- Manufactured from measurable slump concrete. a. Wet Casting Method: Manufactured from measureable slump concrete and vibrated into a mold until it becomes densely consolidated. 1.04 SUBMITTAL PROCEDURES A. Comply with Section 1105 of the Standard Specifications. B. Samples: Submit pieces of the Cast Stone that are representative of the general range of finish and color proposed to be furnished for the project. C. Test results: Submit manufacturers test results of Cast Stone previously made by the manufacturer. SP-126046 Page 4 of 9 D. Shop Drawings: Submit manufacturers shop drawings, including profiles, cross sections, reinforcement, exposed faces, arrangement of joints (optional for standard or semi- custom installations), anchoring methods, anchors (if required), annotation of stone types and their location. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Manufacturer shall have sufficient plant facilities to produce the shapes, quantities and size of Cast Stone required in accordance with the project schedule. 2. Manufacturer shall submit a written list of projects similar in scope and at least three(3) years of age, along with owner, engineer and contractor references. B. Standards: Comply with the requirements of the Cast Stone Institute®Technical Manual and the project specifications. Where a conflict may occur, the contract documents shall prevail. C. Mock-Up: Provide full size unit(s) for use in construction of sample column. The approved mock-up shall become the standard for appearance and workmanship for the project. Materials used for mock-up may be incorporated into the construction. PART II -MATERIAL 2.01 ARCHITECTURAL CAST STONE A. Comply with ASTM C 1364. B. Physical Properties: Provide the following: 1. Compressive Strength - ASTM C 1194: 6,500 psi minimum for products at 28 -; days. cN e 2 Absorption -ASTM C 1195: 6 percent maximum by the cold water method, or 10 percent maximum by the boiling method for products at 28 days. fy ,,0 r3 Air Content-ASTM C 173 or C 231, for wet cast product shall be 4-8 percent for units exposed to freeze-thaw environments. Air entrainment is not required for .77.4 VDT products. Freeze-Thaw-ASTM C 1364: The CPWL shall be less than 5 percent after 300 cycles of freezing and thawing. 5. Linear Shrinkage-ASTM C 426: Shrinkage shall not exceed 0.065 percent. C. Job Site Testing - One (1) sample from production units may be selected at random delivered to the job site. 1. Three (3) field cut cube specimens from each of these samples shall have an average minimum compressive strength of not less than 85 percent with no single specimen testing less than 75 percent of design strength as allowed by ACI 318. SP-126046 Page 5 of 9 2. Three (3) field cut cube specimens from each of these samples shall have an average maximum cold-water absorption of 6 percent. 3. Field specimens shall be tested in accordance with ASTM C 1194 and C 1195. 2.02 RAW MATERIALS A. Portland Cement: Type I or Type III, white and/or grey, ASTM C 150. B. Coarse aggregates: Granite, quartz or limestone, ASTM C 33, except for gradation, and are optional for the VDT casting method. C. Fine aggregates: Manufactured or natural sands, ASTM C 33, except for gradation. D. Colors: Inorganic iron oxide pigments, ASTM C 979 except that carbon black pigments shall not be used. E. Admixtures: Comply with the following: 1. ASTM C 260 for air-entraining admixtures. 2. ASTM C 494/C 495M Types A-G for water reducing, retarding, accelerating and high-range admixtures. 3. Other admixtures: Integral water repellents and other chemicals, for which no ASTM Standard exists, shall be previously established as suitable for use in concrete by proven field performance or through laboratory testing. 4. ASTM C 618 mineral admixtures of dark and variable colors shall notgbe used in surfaces intended to be exposed to view. C *,h 5. ASTM C 989 granulated blast-furnace slag may be used tqlmproqe,2 physiicca' properties. Tests are required to verify these features. = {� oC7, Cr F. Water: Potable G. Reinforcing Bars: 1. ASTM A 615/A 615M. Grade 40 or 60 steel galvanized or epoxy coated when cover is less than 1.5 inches. 2. Welded Wire Fabric: ASTM A 185 where applicable for wet cast units. H. All anchors, dowels and other anchoring devices and shims shall be standard building stone anchors commercially available in a non-corrosive material such as zinc plated, galvanized steel, brass, or stainless steel Type 302 or 304. 2.03 COLOR AND FINISH A. Match approved sample. B. All surfaces intended to be exposed to view shall have a fine-grained texture similar to natural stone, with no air voids in excess of 1/32 inch and the density of such voids shall be less than 3 occurrences per any square inch and not obvious under direct daylight illumination at a 5 foot distance. SP-126046 Page 6 of 9 C. Units shall exhibit a texture approximately equal to the approved sample when viewed under direct daylight illumination at a 10 foot distance. 1. ASTM D 2244 permissible variation in color between units of comparable age subjected to similar weathering exposure. a. Total Color Difference- Not Greater Than 6 Units b. Total Hue Difference- Not Greater Than 2 Units D. Minor chipping resulting from shipment and delivery shall not be grounds for rejection. Minor chips shall not be obvious under direct daylight illumination from a 20 foot distance. • E. The occurrence of crazing or efflorescence shall not constitute a cause for rejection. F. Remove cement film, if required, from exposed surfaces prior to packaging for shipment. 2.04 REINFORCING A. Reinforce the units as required by the plans and shop drawings and for safe handling and structural stress. Reinforcing steel shall be of the type and size as shown on the plans or shop drawings and shall conform to the requirements of Section 2404 of the Standard Specifications. B. Minimum reinforcing shall be 0.25 percent of the cross section area. C. Reinforcement shall be non-corrosive where faces exposed to weather are covered with less than 1.5 inches of concrete material. All reinforcement shall have minimum CD coverage of twice the diameter of the bars. 04.1 . D..- �•V�anels, soffits and similar stones, greater than 24 inches in one direction shall be Lreinforced in that direction. Units less than 24 inches in both their length and width .diritension shall be non-reinforced unless otherwise specified. E. rt'� `010Ited wire fabric reinforcing shall not be used in dry cast products. 2.0d— Cl.RNG c"') A. ```' Cure units in a warm curing chamber approximately 100°F at 95 percent relative humidity for approximately 12 hours, or cure in a 95 percent moist environment at a minimum 70°F for 16 hours after casting. Additional yard curing at 95 percent relative humidity shall be 350°-days (i.e., 7 days @ 50°F or 5 days @ 70°F) prior to shipping. Form cured units shall be protected from moisture evaporation with curing blankets or curing compounds after casting. 2.06 MANUFACTURING TOLERANCES A. Cross section dimensions shall not deviate by more than ±1/8 inch from approved dimensions. B. Length of units shall not deviate by more than length/360 or ±1/8 inch, whichever is greater, not to exceed ±1/4 inch. SP-126046 Page 7 of 9 1. Maximum length of any unit shall not exceed 15 times the average thickness of such unit unless otherwise agreed by the manufacturer. C. Warp, bow or twist of units shall not exceed length/360 or±1/8 inch, whichever is greater. D. Location of dowel holes, anchor slots, flashing grooves, false joints and similar features -- on formed sides of unit, 1/8 inch, on unformed sides of unit, 3/8 inch maximum deviation. 2.07 PRODUCTION QUALITY CONTROL A. Testing: 1. Test compressive strength and absorption from specimens selected at random from plant production. 2. Samples shall be taken and tested from every 500 cubic feet of product produced. 3. Perform tests in accordance with ASTM C 1194 and C 1195. 4. New and existing mix designs shall be tested for strength and absorption compliance prior to producing units. 2.08 DELIVERY, STORAGE AND HANDLING A. Mark production units with the identification marks as shown on the shop drawwgs. B. Package units and protect them from staining or damage during shipping-pndcatorage: C. Provide an itemized list of product to support the bill of lading. c —F. I 4T--.1.1 ---,C.) c a -� PART III-CONSTRUCTION F= 3.01 EXAMINATION rti) A. Installing contractor shall check Cast Stone materials for fit and finish prior to installation. Do not set unacceptable units. 3.02 SETTING TOLERANCES A. Comply with Cast Stone Institute®Technical Manual. B. Set stones 1/8 inch or less, within the plane of adjacent units. C. Joints, plus- 1/16 inch minus- 1/8 inch. 3.03 JOINTING A. Joint Size: 1. At stone/brick joints-3/8 inch. SP-126046 Page 8 of 9 2. At stone/stone joints in vertical position - %inch. 3. Stone/stone joints exposed on top-3/8 inch. B. Joint Materials: 1. Mortar, Type N, ASTM C 270. 2. Use a full bed of mortar at all bed joints. 3. Flush vertical joints full with mortar. 4. Leave all joints with exposed tops or under relieving angles open for sealant. 5. Leave head joints in coping and projecting components open for sealant. C. Location of Joints: 1. As shown on shop drawings. 2. At control and expansion joints unless otherwise shown. 3.04 SETTING A. Drench units with clean water prior to setting. B. Fill dowel holes and anchor slots completely with mortar or non-shrink grout. C. Set*=units in full bed of mortar, unless otherwise detailed. Le 1 D. Rya to mortar joints 3/4 inch for pointing. C E. � kb Rove excess mortar from unit faces immediately after setting. g� F. Tucic point unit joints to a slight concave profile. 3.05 JOINT PROTECTION A. Joints shall be protected during shipment and installation. Joints shall be uniform and free of debris prior to sealing. B. Prime ends of units, insert properly sized backing rod and install required sealant. 3.06 REPAIR AND CLEANING A. Repair chips with touch-up materials furnished by manufacturer. B. Saturate units to be cleaned prior to applying an approved masonry cleaner. C. Consult with manufacturer for appropriate cleaners. 3.07 INSPECTION AND ACCEPTANCE A. Inspect finished installation according to Section 1105 of the Standard Specifications. SP-126046 Page 9 of 9 B. Do not field apply water repellent until repair, cleaning, inspection and acceptance is completed. PART IV-METHOD OF MEASUREMENT There is no direct measurement for the Cast Stone. This work is included in other items. PART V-BASIS OF PAYMENT There is no bid item for Cast Stone. This work is included in the price bid for"DECORATIVE COLUMNS" and shall be full compensation for furnishing all material,.including connection hardware, bolts, shims, brackets and all equipment and labor required to fabricate and install the columns according to these plans and specifications. YA � 4 � • eV SP-126045 (NEW) Cipp 4 IOWADOT Q r.' �,.1 (. )-< r�i E3T-H.,SJ SPECIAL PROVISIONS =1 c) °'' I Frifor c: :,? 3 . Ld AESTHETIC TREATMENT OF CONCRETE BARRIER `n Johnson County IM-080-6(320)244--13-52 Effective Date February 17, 2015 THE STANDARD SPECIFICATIONS, SERIES 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE SPECIAL PROVISIONS AND THEY SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. I S i SP-126045 Page 2 of 5 PART I -DESCRIPTION The work consists of furnishing all labor, material, and equipment for integrally colored concrete and textured concrete finishes utilized on concrete barriers for the project, as specified herein, shown on the plans, or as directed by the Engineer. PART II -MATERIALS 2.01 INTEGRALLY COLORED CONCRETE Concrete barriers shall utilize integrally colored concrete, form liner texturing and rustication to provide a uniform aesthetic appearance to the barriers. A. Concrete Strength: Concrete strength shall be as specified in the plans or Standard Specifications. B. Color: The final color of the barrier concrete shall be a light buff limestone color. The color shall match Federal Standard No. 595C, Color Number 33717, as closely as possible using pigments added to a gray Portland cement base mix. C. Cement pigments shall comply with ASTM C 979. Pigments shall be lightfast, wettable, weather resistant, alkali resistant and free of deleterious fillers and extenders. The pigments shall be composed of inorganic natural and/or synthetic iron oxides to obtain the specified color. The amount of incorporated cement pigment is not to exceed 7% by weight of Portland cement in the concrete mix. D. The contractor shall verify with the pigment manufacturer the compatibility of cement pigment with concrete admixtures, form release compounds and cleaning and curing methods. The sources and composition of sands and aggregate shall remain consistent for all applications involving integrally colored concrete. E. For integrally colored concrete, Class 3 durability coarse aggregate is required. Fly ash and calcium chloride shall not be used. Slag (GGBFS) may be used if it is in accordance c with the manufacturer's recommendations. '44 F. —4 Water to cement ratio shall be kept consistent, with a maximum variation of+/-0.02%. Lt.] G. Mir-dyed cement pigment suppliers include the following: x %.0 •--- C) Scofield Systems(800) 800-9900. Davis Colors(800) 835-0849. 3. ='=' Dynamic Color Solutions(800) 657-0737. 4. Other suppliers of products meeting all requirements of these Special Provisions, submitted to and approved by the Iowa Department of Transportation Office of Materials. 2.02 CONCRETE FORM LINERS A. The form liner pattern used to create the barrier surface texture as shown in the plan details shall produce the effect of a realistic, random dry-stacked stone masonry surface having natural, uncut stones of varying size and shape. Stone pattern shall not repeat at less than 10-foot intervals. Maximum texture relief shall be 0.75 inch deep from the bottom of the simulated mortar joints to the outermost surfaces of the texture. Simulated mortar joint width shall be a maximum of 0.75 inch. Maximum differential of stone surfaces across joints shall be 0.20 inch. All stone edges shall be rounded. SP-126045 Page 3 of 5 B. Only one texture pattern shall be used on the project. Texture produced shall be similar to the following patterns: 1. Architectural Polymers (Pattern No. 910"Median Barrier Drystack"). 2. SlipStone, Inc. (Pattern No. 2392 "Woodbridge Stack Stone"). 3. Fitzgerald Formliners(Pattern No. 17008"Brayman Drystack"). 4. Other patterns meeting all requirements of these Special Provisions, submitted to and approved by the Iowa Department of Transportation, Office of Design. C. Form liner systems and rustication strips shall be made of high-strength urethane elastomer, plastic or flexible foam materials capable of withstanding anticipated concrete pour pressures without leakage or causing physical defects. D. Form liners and rustication strips shall easily attach to forms and be removable without causing concrete surface damage. If recommended by the form liner manufacturer, use structural backers to prevent deformation of the liner during loading of forms. The liners shall be designed to form surfaces conforming to the design intent, including shape, lines and dimensions specified in the plans, and to avoid visible pattern repeats. E. Release agents shall be compatible with form liner materials and shall be n&staining. Apply release agents in accordance with the form liner manufacturer's recommendations. =. 3 ` F. If used, ties shall be made of non-corrosive materials when the portion permanently., embedded in the concrete is less than 1 1/2-inches from the finished space. Q?., �° PART III -CONSTRUCTION —' 4 3.01 SUBMITTALS CD A. Provide manufacturers literature for proposed concrete pigment and two colored concrete manufacturer's samples containing only gray Portland cement base mix. B. Submit a 2-foot by 2-foot sample of the proposed form liner. Sample may either be actual form liner materials or foam castings from form liners proposed for use on the project. Clearly mark the manufacturer's name and pattern number on the sample. C. Provide barrier layout drawing for proposed form liner showing repeat frequency of pattern and rustication details. 3.02 BARRIER MOCKUP PANEL A. The contractor shall construct a 10-foot long, full-size barrier mockup in accordance with the Standard Specifications and these Special Provisions for review by the Engineer. Locate mockup near the project site as directed by the Engineer. The mockup shall utilize integrally colored concrete with the proposed mix proportions and pigment color that are intended to be used for final production. The mockup shall also utilize the proposed form liner on both faces, shall demonstrate typical forming operations, use and position of ties, if required, and shall demonstrate typical rustication details specified in the plans. If slip-forming methods are proposed to provide the texturing on the barriers, the mockup shall demonstrate all aspects of the slip forming methods as part of the mockup installation. Following removal of mockup forms, patching methods for defects and form tie holes shall be demonstrated on the mockup. Patching of voids and tie holes may require adjustment of the mortar mix proportions so that the patches match adjacent concrete. { 5 SP-126045 Page 4 of 5 B. Mockup shall be produced at least one month before start of actual barrier production. Additional mockup(s) may be ordered by the Engineer until an acceptable result is achieved. Actual barrier production may not proceed until final approval of the mockup. C. The mockup shall remain at the project site for comparison to actual barriers as they are produced. Upon completion of the project, the mockup shall become the property of the contractor and shall be removed from the project site. D. Complete records of the casting process, including mix design, water content, cement pigment and rate of incorporation, mixing sequence, form release compounds and patching, curing and cleaning methods used on the approved mockup, shall be submitted to the Engineer. 3.03 EXECUTION A. The contractor shall take particular care in all aspects of casting the barriers in order to achieve a consistent color and quality in the finished barriers. B. Match patterns of form liner joints to make formed concrete surfaces appear uniform and continuous without visible seams and form marks. When joints are unavoidable, make joints along main features of the pattern in accordance with the manufacturer's recommendations. Minimize the number of splices in rustication strips. Use adequate blocking, sealing or other means in order to maintain the appropriate depth and character of texture at cut edges of form liners and to prevent mortar leakage. Forms shall be watertight. C. Concrete mixing, batching and transporting equipment shall be thoroughly cleaned and rinsed prior to mixing and delivering colored concrete to the concrete barrier forms. The contractor shall follow pigment manufacturer's specifications for measuring pigment and distribution throughout the concrete prior to placement. D. During loading of forms with concrete, take extra care to adequately vibrate concrete in order to maintain all intended features of the form liner in the final surface texture. The completed surface shall be free of blemishes, surface voids and conspicuous form marks to the satisfaction of the Engineer. The contractor shall correct, at his own costs, any surface defects. E. Strip formwork in accordance with the form liner manufacturer's recommendations after the concrete has sufficient strength to avoid surface damage. Clean and repair form liner CD (NJ surfaces prior to re-use. Do not re-use form liners if damaged from previous use on the project. F. Aft' emoval of forms, the colored concrete barriers are to be cleaned with potable water anc(•a stiff wire brush only. Care shall be taken to avoid damage to the textured surface `. dur`r cleaning operations. Li,, G. =g Gple:barriers using a method preventing moisture loss and at a uniform temperature above 40°F during the curing period. If forms remain in-place during the first 12 hours, exposed concrete surfaces shall require wet burlap application. Continued wet curing methods may be required to reduce the incidence of shrinkage cracks and to enhance cement hydration for achieving required concrete strengths. Do not apply any sealers to completed barriers. F" Y SP-126045 Page 5 of 5 PART IV-METHOD OF MEASUREMENT Aesthetic treatments for concrete barriers shall not be measured for individual payment. PART V-BASIS OF PAYMENT All costs for providing integral color for concrete barriers, for constructing texture and rustication for concrete barriers, and for constructing the concrete barrier mockup panel(s) shall be considered incidental to the bid item Concrete Barrier, Aesthetic. 3 1 b ;' —V ) 1 NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on February 17, 2015 at 10:00 A.M. for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. Proposal guaranties are to be sent to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. The Iowa DOT uses the Bid Express website (www.bidx.com) as an official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. All proposals must be filed on the forms furnished by the Office of Contracts, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and to reject any or all bids. A proposal guarantee, not less than the amount as set forth in the proposal form, shall be filed with each proposal. The proposal guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or to the bidder; and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A properly completed Proposal Guaranty/Bid Bond (form 131084) or a properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects Y ' without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects open for bids and details for each project will be available to potential bidders and suppliers three (3) weeks prior to the letting date at: www.bidx.com/ia/main or www.iowadot.gov/contracts/index/htm or by calling the Office of Contracts at 515-239-1414. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 017 County: JOHNSON Proposal ID: 52-0806-320 Work Type: BRIDGE NEW— PPCB Proposal Section: 0001 ROADWAY ITEMS - FOR A 12'-0"X 272'-0" PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE W/ 1.1 MILES OF 10' MULTI-USE PATH. DBE Goal: 4% Working Days: 120 Late Start Date: 04/06/2015 Guarantee: $100,000.00 Project: LM080=6(320)244==1:3=52 Route: 180,,IN=IOWA,CITY,ALONG�DUBUQUE-STREET:.FRO.M,FOSTER ROAD-NORTH1 1 MILES.,TO.THE-IOWA RIVER:n''INCLUD'ESPED'ESTRIAN7OVERPASS.OVER-I-80 3� (�,1 Prepared by: Melissa Clow,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5413 Resolution No. 17-189 Resolution recommending the Iowa Department of Transportation accept the work for the Dubuque Street Pedestrian Bridge over 1-80 and Recreational Trail Project [1M- 080-6(320)244--13-52] Whereas, the Engineering Division has recommended that the work for construction of the Dubuque Street Pedestrian Bridge over 1-80 and Recreational Trail Project IIM-080-6(320)244-- 13-52], as included in a contract between the Iowa Department of Transportation and Peterson Contractors, Inc. of Reinbeck, Iowa, dated March 17, 2015, be accepted; and Whereas, the Engineer's Report has been fled in the City Clerk's office;and Whereas, funds for this project are available in the Dubuque Street/I-80 Pedestrian Bridge account#S3930;and Whereas, the final contract price is$2,309,368.43. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 6th day of June , 20 17 . M or Approved by A • --404: rtd71-41,2z- Deputy City CI City Attorneys Office 31 r 17 It was moved by Botchway and seconded by Dickens the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway • x Cole x Dickens x Mims x Taylor X Thomas x Throgmorton Pwengfmasters/acptwork.doc 5/17 l r 1 CITY OF IOWA CITY 410 East Washington Street Iowa City,Iowa 52240- 1826 (319)356-5000 (319)356-5009 FAX www.icgov.org ENGINEER'S REPORT May 30, 2017 City Clerk Iowa City, Iowa Re: Dubuque Street Pedestrian Bridge over 1-80 and Recreational Trail Project [I M-080-6(320)244--13-52] Dear City Clerk: I hereby certify that the construction of the Dubuque Street Pedestrian Bridge over 1-80 and Recreational Trail Project has been completed by Peterson Contractors, Inc. of Reinbeck, Iowa in substantial accordance with the plans and specifications prepared by AECOM Technical Services, Inc. The project was bid through the Iowa Department of Transportation as a unit price contract and the final contract price is$2,309,368.43. There were a total of twelve (12) change or extra work orders for the project as described below: 1. Pavement markings and pre-cut symbols were not included in the contract $8,230.20 2. An existing structure was 1.5 feet lower than stated on the plan. The structure and site grading was modified and storm sewer was lowered $8,593.49 3. Extra work to drain the area between the Eastbound off-ramp and 1-80. An area was holding water, so extra grading was completed and field tile was installed $3,778.00 • 4. Accident repair required as-the result of two semi-truck fires under the Dubuque Street overpass-work was requested and funded by the Iowa DOT $130,634.24 5. Remove and replace a fire hydrant-specifications require that • hydrants older than five years old be replaced $4,909.61 6. Fire hydrant extension needed for EWO#5 and additional traffic control required for lane closures as shown in the plans $4,176.87 7. Existing storm sewer modification, addition of a 48" storm Manhole, and two existing electrical boxes required adjustment $11,102.40 8. Granular backfill was revised to allow certified recycled material $0.06 9. Detectable Warning plates were not from an approved source. A 10% price adjustment was assessed. ($908.16) 10. The south ditch along 1-80 was not able to have positive drainage due to an elevation error in the contract documents. Additional grading and storm sewer was needed to provide drainage. $37,594.46 11. The City requested that concrete pads be provided between the PCC trail and the pedestrian poles in six locations $1,800.00 12.Additional brush and scrub trees were removed, additional subbase was used on the south end of the trail, and additional contract items were adjusted from estimates to actual field measurements during installation $6,082.58 Total $215,993.75 Change or extra work order funding breakdown: Iowa DOT(EWO#4) $130,634.24 City of Iowa City $85,359.51 I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, /)- a Jason Havel, P.E. City Engineer ' r 1 CITY OF IOWA CIT r_" ��� COUNCIL ACTION REPO ' 3d(8) ��� June 6, 2017 Resolution recommending the Iowa Department of Transportation accept the work for the Dubuque Street Pedestrian Bridge over 1-80 and Recreational Trail Project [1M-080-6(320)244--13-52] Prepared By: Melissa Clow—Special Projects Administrator Reviewed By: Jason Havel-City Engineer, Ron Knoche- Public Works Director Geoff Fruin-City Manager Fiscal Impact: None Recommendations: Staff: Approval Commission: N/A Attachments: Engineer's Report, Resolution Executive Summary: This project constructed a new recreational trail along Dubuque Street from Foster Road to the Butler Bridge, including an approximately 270-foot long pedestrian bridge over 1-80. The existing Iowa River Trail along Dubuque Street was the most heavily used trail in the metro area with over 765 users per day prior to construction and is now complete with connectivity to the north. This project has been completed by Peterson Contractors, Inc. of Reinbeck, lowa in substantial accordance with the plans and specifications. The Engineer's Report is on file with the City Clerk. ❖ Project Estimated Cost: $ 1,727,560.15 ❖ Project Bid Received: $ 2,064,330.86 ❖ Project Actual Cost: $ 2,309,368.43 Included with the actual cost of the project are repairs to the Dubuque Street overpass over 1-80 that were requested by the Iowa DOT as a result of two semi-truck fires that had occurred under the overpass. The total cost for this work was $140,266.64, which was fully funded by the Iowa DOT. The remaining extra work included additional grading, utility adjustments, and other unanticipated work items to address drainage concerns and other items discovered during construction.