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Historic Millwork District Complete Streets Project_Approval of Plans and SpecsMasterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Historic Millwork District Complete Streets Project CIP 3602137 - Millwork Street Reconstruction CIP 7102129 - Millwork District Sanitary Sewer CIP 7202131 - Millwork District Storm Sewer CIP 7402145 - Millwork District Watermain DATE: December 14, 2010 Dubuque held AN- anelcaCity 2007 City Engineer Gus Psihoyos is recommending the City Council approve the plans, specifications, form of contract and the estimated cost of $6,631,721.25 and adopt the Resolution of Necessity and the Preliminary Schedule of Assessments for the Historic Millwork District Complete Streets Project. The Historic Millwork District Complete Streets Project will provide for the reconstruction of underground utilities, roadway sub -base, concrete streets, concrete sidewalks, pervious pavers in some of the parking areas, and re -use of existing brick pavers in streetscape areas. In addition, energy- efficient historic street lighting will be installed. In September, 2010 the final funding agreement with the Federal Highway Administration (FHWA) was signed between all parties. The project will be constructed over two years. It is anticipated that the first year construction will include the reconstruction of 10th Street from Jackson to Elm Street, Washington Street from 9th to 11th Street, utility upgrades on 11th Street from Jackson Street to Elm Street and watermain work on Jackson Street from 5th to 11th Streets. The following year (2012) would include construction on Jackson Street from 5th to 11th, streetscaping of 10th Street from Main to White Street and any work on alternates selected. The project will incorporate upgrades to the existing sanitary sewer system that include the complete reconstruction of approximately 2,000 lineal feet of 8 -inch mainline sewer; the reconstruction of 18 deteriorated brick manholes; and the replacement of private sanitary sewer laterals. The cost for the individual sanitary sewer lateral replacements will be assessed to each respective private property owner. The project will also include the reconstruction of approximately 3,500 lineal feet of watermain, mainline valves, 14 fire hydrants, and the replacement of lead residential water services. The cost of the individual lead residential water service replacements will be assessed to each respective private property owner. The project also provides for the construction of approximately 3,800 lineal feet of new storm sewer; 20 manholes and 30 catch basins to improve the storm water conveyance in the area; installation of fiber optics and telecommunications conduit infrastructure; and replacement of existing sidewalks. Trees can be planted in the streetscape areas west of White Street; however, due to a stipulation by the State Historic Preservation Office during the environmental review, no trees can be planted in the main core of the Historic Millwork District. The City does have 10 free - standing planters that will be installed by City crews after the street reconstruction is complete. The streetlights will have accommodations for both banners and hanging baskets. Under current assessment guidelines, financial assistance is only eligible to owner - occupied residential properties. However, City staff is recommending to the City Council that property owners being assessed for streets being reconstructed in the Historic Millwork District have two opportunities to reduce their assessment. One -half of the Public Street Assessment may be forgiven by making qualifying investments in the property as follows: (1) One dollar of assessment will be forgiven for every five dollars of expenses incurred for improvements made but only for improvements which require a building permit and which result in an increase of the assessed valuation of the property. (2) One dollar of assessment will be forgiven for every two dollars of expenses incurred for improvements to the primary facade of the property but only if the improvement is approved by the Historic Preservation Commission of the City of Dubuque. I concur with the recommendations and respectfully request Mayor and City Council approval. MCVM:jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Gus Psihoyos, City Engineer Michael C. Van Milligen Masterpiece on the Mississippi TO: FROM: SUBJECT: Michael C. Van Milligen, City Manag Gus Psihoyos, City Engineer Historic Millwork District Complete Streets Project CIP 3602137 — Millwork Street Reconstruction CIP 7102129 — Millwork District Sanitary Sewer CIP 7202131 — Millwork District Storm Sewer CIP 7402145 — Millwork District Watermain DATE: December 10, 2010 INTRODUCTION Dubuque AHlmelcaclly I 2007 The enclosed resolutions are in reference to the public hearing for the Historic Millwork District Complete Streets Project. DISCUSSION The Historic Millwork District Complete Streets Project will provide for the reconstruction of underground utilities, roadway sub -base, concrete streets, concrete sidewalks, pervious pavers in some of the parking areas, and re -use of existing brick pavers in streetscape areas. In addition, energy- efficient historic street lighting will be installed. In September, 2010 the final funding agreement with FHWA was signed between all parties. In this agreement the streets were identified that would be included in the base bid. These streets include the following: BASE BID Street 10 Street Washington Street Jackson Street Jackson Street Trail 10 Street 1 1 th Street Limits Jackson to Elm Street 9 to 10 Street 7 to 11 Street 5 t 7 Street Main to Jackson Street Jackson to Elm Street Reconstruction — This includes reconstructing all of the underground the pavement, replacing or installing new sidewalks and replacing the Streetscaping — This includes reconstructing the sidewalks, installing to improve pedestrian crossings, and installing new street lighting. Construction Type Reconstruction Reconstruction Reconstruction Hike /Bike Trail Streetscaping Water Reconstruction utilities, reconstructing street lighting. new curbs and bumpouts The Engineering Department and its design consultant, Veenstra & Kimm, Inc. (V &K) of West Des Moines, Iowa, propose to bid the project using a base bid and several alternates so that the grant money can be fully utilized for the reconstruction of streets and utilities. The priority order for the street reconstruction and streetscape work was determined by a combination of City staff, Millwork District property owners, and Dubuque Main Street staff. Below are the different alternates listed in priority order: ALTERNATE BID Alternate 1 2 3 4 5 6 7 8 Street Washington Street 9 Street 9 Street 8 Street Elm Street 11 th Street Jackson Street Washington Street Limits 10 to 1 1 th Street Washington to White Street Main to White Street White to Jackson Street 9 to 11 th Street White to Elm Street 11 to 12 Street 11 to 12 Street Construction Type Reconstruction Streetscaping Streetscaping Reconstruction Streetscaping Streetscaping Streetscaping Streetscaping The project will be constructed over two years. It is anticipated that the first year construction will include the reconstruction of 10 Street from Jackson to Elm Street, Washington Street from 9 to 11 Street, utility upgrades on 11 Street from Jackson Street to Elm Street and watermain work on Jackson Street from 5 to 11 Streets. The following year (2012) would include construction on Jackson Street from 5 to 11 streetscaping of 1 0 th Street from Main to White Street and any work on alternates selected. The project will incorporate upgrades to the existing sanitary sewer system that include: the complete reconstruction of approximately 2,000 lineal feet of 8 -inch mainline sewer; the reconstruction of 18 deteriorated brick manholes; and the replacement of private sanitary sewer laterals. The cost for the individual sanitary sewer lateral replacements will be assessed to each respective private property owner. The project will also include the reconstruction of approximately 3,500 lineal feet of watermain, mainline valves, 14 fire hydrants, and the replacement of lead residential water services. The cost of the individual lead residential water service replacements will be assessed to each respective private property owner. The project also provides for the: construction of approximately 3,800 lineal feet of new storm sewer, 20 manholes and 30 catch basins to improve the storm water conveyance in the area; installation of fiber optics and telecommunications conduit infrastructure; and replacement of existing sidewalks. City staff met with the City Forester on this project to discuss the types of trees and locations that can be planted within the project corridor. Trees can be planted in the streetscape areas west of White Street; however, due to a stipulation by the State Historic Preservation Office during the environmental review, no trees can be planted in the main core of the Historic Millwork District. The City does have 10 free - standing Watermain Improvements Sanitary Sewer Improvements Storm Sewer Improvements Fiber Optic Conduit Total Project Cost 521,500.00 370,000.00 435,000.00 96,000.00 $6,631,721.25 The project funding summary is as shown below. This illustrates the funds available for the base bid and possible alternates selected. Again, a large portion of the assessments may not be available to fund improvements. CIP No. Fund Description 3602137 Millwork Street Reconstruction (TIGER Grant) Special Assessments 7402145 Millwork District Watermain FY 11 Millwork District Watermain FY 12 Millwork District Watermain FY 13 7102129 Millwork District Sanitary FY 11 Millwork District Sanitary FY 12 Millwork District Sanitary FY 13 7202131 Millwork District Storm Sewer FY 11 Millwork District Storm Sewer FY 12 Millwork District Storm Sewer FY 13 Total Project Funding The Historic Millwork District Complete Streets Project will be funded through the annual capital improvement project appropriation of City funds and Federal funds as noted above in the amount of $7,327,150.76. The project, as outlined, will require Special Assessments in the amount of $1,678,460.03. PROPERTY ASSESSMENTS Fund Amount $5,600,000.00 1,678,460.03 637,750.00 215,000.00 0.00 197,044.76 98,319.00 118,458.00 369, 579.00 0.00 91,000.00 $9,005,610.79 Under current assessment guidelines, financial assistance is only eligible to owner - occupied residential properties. However, City Staff is recommending to the City Council that property owners being assessed for streets being reconstructed in the Historic Millwork District have two opportunities to reduce their assessment. One -half of the Public Street Assessment may be forgiven by making qualifying investments in the property as follows: (1) One dollar of assessment will be forgiven for every five dollars of expenses incurred for improvements made but only for improvements which require a building permit and which result in an increase of the assessed valuation of the property. The property owner must provide paid invoices to City for substantiation of the costs incurred. planters that will be installed by City crews after the street reconstruction is complete. The streetlights will have accommodations for both banners and hanging baskets. RECOMMENDATION I recommend that the City Council approve the plans, specifications, form of contract and the estimated cost and to adopt the Resolution of Necessity and the Preliminary Schedule of Assessments for the Historic Millwork District Complete Streets Project. BUDGET IMPACT The estimate of probable cost for the Historic Millwork District Complete Streets Project is summarized as follows: Base Bid Construction Contract Contingency Engineering Design (V &K) Traffic Study (V &K) Construction Inspection Total Project Cost Alternate Bids Street Washington Street — 10 t Street 9 Street - Washington to White Street 9 Street - Main to White Street 8 Street - White to Jackson Street Elm Street - 9 to 11 Street 11 Street - White to Elm Street Jackson Street - 1 1 th to 12 Street Washington Street - 1 1 th to 12 Street The alternate estimates include the contingency and engineering /inspection. Alternate 1 2 3 4 5 6 7 8 Estimate $5,242,704.55 523,970.45 448,220.00 45,000.00 371,826.25 $6,631,721.25 Estimate $588,000 $380,000 $570,000 $550,000 $250,000 $590,000 $100,000 $100,000 The estimated project category costs are below for the base bid. It should be noted that it is proposed that a large portion of the assessments shown may be forgiven as described in the Property Assessments section of this memo. Cost Summary /Description Street Construction Improvements Special Assessment - Street Improvement, Residential Properties Special Assessment - Street Improvement, Commercial Properties Special Assessment - Street Improvement Deficiency, Paid by the City Special Assessment - Water Services, Commercial Properties Special Assessment - Sanitary Sewer Lateral, Commercial Properties Special Assessment - Concrete Sidewalk, Commercial Properties Amount $3,490,199.87 0.00 1,526,830.30 20,280.68 31,500.00 13,500.00 126,910.40 (2) One dollar of assessment will be forgiven for every two dollars of expenses incurred for improvements to the primary facade of the property but only if the improvement is approved by the Historic Preservation Commission of the City of Dubuque. The property owner must provide paid invoices to City for substantiation of the costs incurred. Improvements made after the Millwork District were included in the Greater Downtown Urban Renewal Plan (December 12, 2007) are eligible for the assessment reduction. Improvements must be made and approved before the City Council adopts the final assessment schedule for the project (estimated to be early 2013). The guidelines for appropriate facade improvements are outlined in the Downtown Design Guidelines. The Downtown Design Guidelines booklet is available online at www. cityofdubuque .org /index.aspx ?nid =1295 or in the Planning Department located in City Hall. ACTION TO BE TAKEN It is requested that the City Council approve the plans, specifications, form of contract and the estimated cost and to adopt the Resolution of Necessity and the Preliminary Schedule of Assessments for the Historic Millwork Complete Streets Project. Prepared by Jon Dienst, PE, Civil Engineer II cc: Greg Roth, P.E., Veenstra & Kimm, Inc. Jenny Larson, Budget Director Don Vogt, Public Works Director John Klostermann, Street & Sewer Maintenance Supervisor David Heiar, Economic Development Director Aaron DeJong, Assistant Economic Development Director Bob Green, Water Plant Manager Laura Carstens, Planning Services Manager Bob Schiesl, Assistant City Engineer Deron Muehring, Civil Engineer Dave Ness, Civil Engineer RESOLUTION NO. 471 -10 APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE HISTORIC MILLWORK DISTRICT COMPLETE STREETS PROJECT NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the proposed plans, specifications, form of contract and estimated cost for the Historic Millwork District Complete Streets Project, in the estimated amount $6,631,721.25, are hereby approved. Attest: Passed, adopted and approved this 20th day of December, d10. eanne F. Schneider, CMC, City Clerk D. Buol, Mayor APPROVING SCHEDULE OF ASSESSMENTS AND ESTIMATE OF TOTAL COST FOR THE HISTORIC MILLWORK DISTRICT COMPLETE STREETS PROJECT NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the attached plat, schedule of assessments, and estimate of total cost for the Historic Millwork District Complete Streets Project are hereby approved. Attest: Passed, approved and adopted this 20th day of Decembe , 2010. eanne F. Schneider, CMC, City Clerk RESOLUTION NO. 472 -10 oy D. Buol, Mayor PROPERTY OWNER NAME LOT DESCRIPTION PARCEL NUMBER NET ASSESSED VALUATION (2010) VALUATION WITH IMPROVEMENT 20% NET PAVING IMPROVEMENT COST 100% NET PAVING IMPROVEMENT COST CONCRETE SIDEWALK COST TOTAL PUBLIC IMPROVEMENT COST ASSESSMENT DEFICIENCY PRIVATE SANITARY SEWER SERVICE PRIVATE WATER SERVICE TOTAL NET ASSESSMENT Design Center, Inc Cdy Lots 359, 360 & 361 10 24 491 001 548,400 565,549.08 $17,149 08 517.149.08 -5761 81 516,387.27 Plastic Center, Inc City Lots 364 -368 Inc also Vac Alley between Crty Lots 359 to 363 & City Lots 364 to 368 10 24 491 002 $582,410 5602,988.90 $20,578 90 $20,578 90 520,578.90 Plastic Center, Inc Balance Crty Lot 404 10 24 492 001 $73,200 $101.142 63 527.942.63 $27,942 63 - 52,656 97 $25,285.66 Plastic Center, Inc U , JS5 1w, 357 & 358 Also W1 /2 alley between White St. & Jackson from 7t11-81h- Adjacent to Said Lots 10 24 488 001 $730,880 5766,189 52 535,309 52 $35,309 52 $35,309.52 Plastic Center, Inc. City Lots 369, 370, 371, 372 & 373 Also E 1/2 Alley adjacent to City Lots 369 to 373 - alley located between White & Jackson Sts 7th - 8th Sts. 10 24 488 002 567,400 5112,349.19 544,949.19 544,949.19 - 516,861 89 $28,087.30 Wilmac Property Co City Lots 349A, 349, 350, 351, 352, 353, 374, 375, 376, 377 & 378 10 24 483 001 5926,600 5980,548.22 553,948 22 553,948 22 553.948.22 Wilmac Property Co City Lot 379 & S 15' City Lot 380 10 24 479 008 578,400 §66,277 80 57,877 80 $7,877.80 57,877.80 Redmond, Mark S. W 45' City Lot 399, W 45' N 1/2 City Lot 400 10 24 484 001 549,000 555,255.78 06,255 78 56.255_78 $6,255 78 Rettenmaier, John E 55' Cdy Lot 399 & E 55' N 1/2 City Lot 400 10 24 484 002 587,600 $90,113 28 $2.513 28 $2,513 28 $2,513 28 Hotel, Michael J 5 1/2 City Lot 400, City Lot 401 10 24 484 003 591,600 $100,73920 59.13920 $9,13920 $9,139.20 Caradco Building LLLP City Lots 394 thru 398. 420 thru 424, & S 1/2 W Bal of City Lot 505A & Cdy Lot 394A 10 24 480 009 5340,500 5640,436.07 527.416 83 5244,163.00 528,356.24 $299,936 07 55,000 00 $2,000 00 5306,936 07 White, John 11 Lot 1 of City Lot 381 N 36 2' of City Lot 380 10 24 479 007 528.700 $35,415 17 $6,715.17 $6,715 17 $6,715 17 White, John H Lot 2 of City Lot 381 10 24 479 011 552,700 $56,383 43 53.683.43 53,683.43 53,683.43 Montague, Ryan City Lot 382 10 24 479 010 5106,500 $112,592 80 56,092.80 56,092.80 $6,092.80 Jakd LLC City Lot 383 10 24 479 009 579,300 585,392.80 56,092.80 56.092 80 $6,092 80 Spahn & Rose Lumber Co City Lots 384-387 & S 1/2 City Lot 388 10 24 477 010 $363,000 $390,417 60 $27,417.60 $27,417.60 $27,417 60 Kalmes Brothers LLC N 1/2 City Lot 388 10 24 477 009 $133,000 $136,046 40 $3.046 40 53,046 40 53,046_40 Mabusth, Stuart W. & Mary P City Lot 389, N 30 89' of City Lot 390 10 24 480 001 579,600 §89,358 00 $9,758.00 59,758.00 59,758.00 Mabusth, Stuart W. & Mary P. City Lots 428 & 429 & N a City Lot 427 10 24 480 002 5127.500 5127,500.00 50 00 52,500 00 $2,500.00 $5,000 00 Wilmac Property Co. City Lots 391 -393, 389A, 425, 426 & S Pt 427, S 20 17' of 390, N 1/2 W -BaI 505A (100 Jackson, 225 & 275 E. 10th St) 10 24 480 003 $582,200 $732,299 49 $17,618.49 5115,783 00 $16,698.00 5150,099 49 50 00 52,00000 510.000 00 $162,099 49 Warehouse Redevelopment LLC Lot 2 Center City Place (375 E. 9th) 10 24 480 014 $402,600 5756,149 00 5311,425 00 542,124 00 5353,549 00 50 00 $1,500 00 $2,000 00 5357,049 00 Mid American Holdings Lot 1 Center Cdy Place 10 24 480 013 10 24 489 002 5703.500 5260.050 51,199,860.16 5311,961 79 $51,911 79 $456,628 00 $39,732 16 $496,360 16 $51,911 79 $0.00 52,500 00 $15,000.00 5513,860.16 $51,911 79 Jeld -Wen Inc DB /A Jeld -Wen Fiber of Iowa Attn Prop Tax Acct City Lots 405, 405A, 406, 407, 408, 409, 410, 411, 412, 413, 414 & 2-417 Jeld -Wen Inc D/B/A Jeld -Wen Fiber of Iowa Attn Prop Tax Acct Crty Lot 402, 403, N25'2" Lot 415, 416 & 416A 10 24 484 010 5128,500 $141,914 39 $13,414 39 $13,414 39 $13,414 39 CITY OF DUBUQUE, IOWA MILLWORK DISTRICT RECONSTRUCTION PROJECT PRELIMINARY SCHEDULE OF VALUATION AND PROPOSED ASSESSMENTS DATE:NOVEMBER 8, 2010 The following schedule is hereby determined to show each lot proposed to be assessed for the Improvement shown in the title together with the amount proposed to be assessed against each lot and the valuations shown opposite each lot are hereby fixed as the true value of such lots by the City Council of the City of Dubuque TOTAL = $1,653,740.70 -$20,280.68 $13,500.00 031,500.00 $1,678,460.03 RESOLUTION NO. 473 -10 RESOLUTION WITH RESPECT TO THE ADOPTION OF THE RESOLUTION OF NECESSITY PROPOSED FOR THE HISTORIC MILLWORK DISTRICT COMPLETE STREETS PROJECT Whereas, the City Council has proposed a Resolution of Necessity for the Historic Millwork District Complete Streets Project and has given notice of the public hearing thereon as required by law; and Whereas, the public hearing has been held, all persons offering objections have been heard and consideration given to all objections and is pending before this Council; and Whereas, this is the time and place set as provided for the taking of action on the proposed Resolution of Necessity. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the proposed Resolution of Necessity described above is hereby: x Adopted, without amendment, and all objections filed or made having been duly considered are overruled. Adopted as amended by the Preliminary Schedule of Assessments attached hereto as Exhibit A, and made a part hereof by reference. All objections filed or made having been duly considered are overruled. Deferred for later consideration to a City Council meeting to be held on the day of , 2011, next at 6:30 p.m. in the Historic Federal Building Council Chambers (second floor), 350 West 6 Street, with jurisdiction retained for further consideration and action at the adjourned meeting. Abandoned. Passed, adopted and approved this 20th day of D embe , 2010. Roy 1/ Buol, Mayor Atte eanne F. Schneider, CMC, City Clerk INDEX OF SHEETS -3 105-3 a> 9-2 09-2 NO. DESCRIPTION A.01 A.02 A.03 B.01 -B.02 C.01 -C.17 0.01 -0.07 D.08 -D.14 E.01 -E.02 E.03 -E.16 G.01 J.01 -J.02 L.01 -L.13 M.01 -M.18 N.01 -N.03 P.01 -P.10 0.01 -0.04 U.01 -U.08 Title Sheet Legend and Symbol Information Sheet Streetscape Masterplan Typical Cross Section and Details Estimate of Quantities and General Information Mainline Removal Sheets Mainline Plan and Profile Sheets Bike Trail Plan and Profile Sheets Landscaping Plan Sheets Reference Ties and Bench Marks Staging Sheets Intersection Geometrics Layout Sanitary Sewer, Water Main Plan and Profile Sheets Pavement Markings and Signing Plan Traffic Signals and Lighting Notes and Details Soil Borings Details STANDARD ROAD PLANS 105-4 09-27-94 09 -27 -94 The following Standard Paad Plans shall be considered applicable to cortstnrction work on this project. NUMBER DATE NUMBER DATE NUMBER DATE 0.28 STA. 30 +25 TO STA. 45 +00 10TH ST (RECON /STREETSCAPE) 1750 0.33 STA. 10 +25 TO STA. 27 +75 11TH ST (STREETSCAPE) 875 0.16 STA. xx TO STA. xx JACKSON ST (RECON /STREETSCAPE) 2275 0.43 STA. 94 +00 TO STA. 116 +75 WASHINGTON ST (CONSTRUCTION) 650 0.13 STA. 207 +00 TO STA. 213 +50 ELM ST (STREETSCAPE) 625 0.12 STA. 300 +00 TO STA. 306 +25 TOTAL 8150 1.54 MILEAGE SUMMARY 105 -1 X27 -94 LOCATION LIN. FT. MILES 8TH STREET (RECON) 500 0.09 STA. 51 +00 TO STA. 56 +00 9TH ST (STREETSCAPE) 1475 0.28 STA. 30 +25 TO STA. 45 +00 10TH ST (RECON /STREETSCAPE) 1750 0.33 STA. 10 +25 TO STA. 27 +75 11TH ST (STREETSCAPE) 875 0.16 STA. xx TO STA. xx JACKSON ST (RECON /STREETSCAPE) 2275 0.43 STA. 94 +00 TO STA. 116 +75 WASHINGTON ST (CONSTRUCTION) 650 0.13 STA. 207 +00 TO STA. 213 +50 ELM ST (STREETSCAPE) 625 0.12 STA. 300 +00 TO STA. 306 +25 TOTAL 8150 1.54 DESIGN TEAM Veenstra & Kimm, Inc. ENGLISH DUBUQUE COUNTY PROJECT NUMBER REVISIONS ESL -2100 (660) - -75 -31 SHEET NUMBER A.01 REVISED TOTAL 111 Z 01 co I l- 10TH ST 101 -5 DESIGN DATA URBAN 2014 AADT 2024 AADT 20 DHV TRUCKS Design Speed 4000 V.P.D. 4000 V.P.D. 400 V.P.H. 5 % 25 mph WASHINGTON ST 101 -5 DESIGN DATA URBAN 2014 AADT 2024 AADT 20 DHV TRUCKS Design Speed 4000 V.P.D. 4000 V.P.D. 400 V.P.H. 5 % 25 mph JACKSON ST 101-5 DESIGN DATA URBAN 2014 AADT 2024 AADT 20 DHV TRUCKS Design Speed 4000 V.PD. 4000 V.PD. 400 V.P.H. 5 % 25 mph aanisannuto sum MMMMM LOCATION MAP SCALE 0 500 1000 FEET DiF DINUM HISTORIC MILLWORK DISTRICT - PHASE 1 ESL -2100 (660) - -7s -31 CIP #3602137, 7102129, 7202131, 7402145 VEX PROD. #34328 SCALES: As Noted The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. Series 2001. plus applicable General Supplemental Specifications. Developmental Specifications. Supplemental Specifications and Special Provisions, shall apply to construction work on this project. This project is covered by the Iowa Department of Natural Resources NPDES General Permit No. 2. The contractor shall carry out the terms end conditions of General Permit No. 2 and the storm water pollution prevention plan which is a part of these contract docunents. Refer to Section 2602 of the Standard Specifications for additional information. City of Dubuque, Iowa ACCEPTED FOR LETTING DATE Federal Highway Administration ACCEPTED FOR LETTING DATE PROJECT NUMBER ESL -2100 (660)- -7s -31 R.O.W. PROJECT NUMBER PROJECT IDENTIFICATION NUMBER I hereby certify that this plan was prepared by me or under my direct personal supervision and that I an a duly licensed Professional Engineer under the laws of the State of Iowa. Sign re GREGORY J. ROTH, P.E. Printed or Typed Nave My license renewal date is December 31, 2012 Pages or sheets covered by this seal: Date 12 -17 -2010 0:38PM BJL C: \ \3 Interstate Highway Symbol Fire Hydrant -- Guardrail (Beam or Cable) U.S. Highway Symbol • WH Water Hydrant (Rural) o GP Guard Post (one or two) Iowa Highway Symbol O Septic Tank M IM E Guard Post (over two) County Road Highway Symbol © Cistern O FP Filler Pipe Evergreen Tree O L.P. Gas Tank (No Footing) O GV Gas Valve Deciduous Tree @i) Underground Storage Tank WV Water Valve Fruit Tree ® Latrine 0 SL Speed Limit Sign Shrub (Bushes) Luminaire O MM Mile Marker Post ,..,. -rN Timber : JO" Traffic Signal / Railroad Signal F SIGN Sign Traffic Signal with Luminaire 0 WHU Water Hook Up -._ Stump ❑ TP Telephone Pedestal ❑ RT Radio Tower \\ lb Swamp 0 TVP Television Pedestal O TA Tower Anchor TT1 Rock Outcrop 0 Telephone Pole ❑ EB Electric Box o ° .e o Broken Concrete -$ Telephone Pole (Second Company) ❑ TCB Traffic Signal Control Box ° ° ° ° Revetment (Rip Rap) Telep hone Pole (Third Company) v v v v Y RRB Rail Road Signal Control Box Cemetery -®- Telephone Pole (Fourth Company) ❑ TSB Telephone Switch Box Grave -Q5- Telephone Pole (Fifth Company) ) Cave Qf Power Pole Sink Hole 4 Power Pole (Second Company) - Board Fence AD Power Pole (Third Company) — * * Chain Link Fence : Power Pole (Fourth Company) x Barbwire Fence 7 ez Power Pole (Fifth Company) x — Security Fence Electrical Highline Tower (Metal or Concrete) H Woven Fence 4D-- Telephone Riser Pole x i/ Barbwire and Woven Fence 0= Power Riser Pole ^ Y A Y Terrace $ Telegraph Pole A v v -P Earth Dam or Dike (Existing) Satellite TV Dish ��T Earth Dam or Dike (Proposed) Existing Water Line o Tile Outlet Existing Water Line (Second Company) — •- -•-- Edge of Water S Existing Sanitary Sewer Line Existing Drainage T Existing Telephone Line V1.- Proposed Drainage T2 Existing Telephone Line (Second Company) • Right of Way Rail or Lot Corner FO Existing Fiber Optics Telephone Line RE Concrete Monument ss Existing Storm Sewer Line :C Well — • —G —•— Existing Gas Line Windmill —•- G --- Existing High Pressure Gas Line () Beehive Intake Existing Gas Line (Second Company) ® Existing Intake Existing High Pressure Gas Line (Second Company) IIM Proposed Intake E Existing Power Line 9 Existing Utility Access (Manhole) E2 Existing Power Line (Second Company) • Proposed Utility Access (Manhole) — CTV Cable Television Line - ---- -- -- Hedge 0 STANDARD SYMBOLS 0 UTILITY LEGEND City of Dubuque Water S City of Dubuque Sanitary Sewer T Telephone FO SS City of Dubuque Storm Sewer Gas OP Overhead Electric UE Underground Electric CTV RIGHT OF WAY LEGEND A Proposed Right of Way A Existing Right of Way /A\ Existing and Proposed Right of Way ® Easement and Existing Right of Way ® Borrow O Easement (Temporary) ED Easement X Excess >14 Property Line A/C Access Control • Property Pin Station A— CONVENTIONAL SIGNS 0 Existing Proposed Existing Propowl Survey Line Section Corner Proposed Profile Grade Railroad Field Tile Culverts Stream IOWA ONE -CALL 800 - 292 -8989 TOLL -FREE CALL BEFORE YOU DIG Legend And Symbol Information Sheet (Symbols are Typical Only, actual size may vary) I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH D U B U U E COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER A.02 I REVISED 12 -17 -2010 11:47AM BJL C: \343028 \34328.pro F- w w cc I- un w ,L N K7 N F i N I co co CENTRAL AVENUE / • / 111111111111111 MMI1111111 i ALTERNATE 7 ALTERNATE 8 MAIN STREET IOWA STREET WHITE STREET All Ark \w/ ALTERNATE 5 -- � ELM STRE ?+ N AB 5 - - - i 0 100 200 I JACKSON STREET WASHINGTON STREET I DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER A. 03 I REVISED 12 -17 -2010 11: 47AM BJL C: \343028 \3432B.pro Notes: EXISTING BUILDING \ - Normal section shown may be appropriately modified for areas specifically designated by the engineer such as intersections or superelevated curves. - Refer to other drawings for details of sidewalk design and construction. - Refer to other drawings for details of paver design and construction. - Refer to other drawing for details of subdrain design and construction. - Provide expansion material adjacent to building fronts and back of curb all locations: seal joint at building fronts. VARIES I 2 ROAD IDENTIFICATION 9TH STREET 10TH STREET JACKSON STREET WASHINGTON STREET (6" GRANULAR SUBBASE) 6" MOISTURE AND DENSITY CONTROL AREA) CONSTRUCTION / RECONSTRUCTION TYPICAL CROSS SECTION 2 LANE WITH PARALLEL PARKING SECTIONS LOCATION 21 +25 106 +10 107 +39 110 +60 207+ 210 +60 STATION TO STATION 27 +79 107 +39 110 +60 113+58 210 +60 213 +61 38.0' FT WIDTH FT 100Th FT WIDTH FT WIDTH 8 11 11 8 10 10 THIO( 9 „ 8 9" 18 12 12 8 9" 8 11 11 8 9" 8 11 11 8 9" 8 9" 8 9" 4 2'1 ■ COMMENTS VARIES VARIES (2� 6 FT WALK B/C LT OF IE RIGHT FORM GRADE) EXISTING \ BUILDING O EXCAVATE AND BACKFILL 2.0' O 2 113" WIDE. 6" HIGH PCC CURB AND GUTTER, TYP. O3 9" PCC PAVEMENT, DOWELED O PERMEABLE PAVER * O 2" BEDDING COURSE (ASTM #8) O 4" BASE COURSE (ASTM #57) O 12" SUBBASE COURSE (ASTM #2) O GEO TECH FABRIC O PCC SIDEWALK 10 6" GRANULAR SUBBASE * USE AS SHOWN ON JACKSON ST, 10TH ST AND WASHINGTON ST U.T. UNIFORM TRANSITION 2209A MODIFIED DESIGN TEAM Veenstra & Kimm, Inc . ENGLISH DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER B. 01 I REVISED 12 -17 -2010 11 :48AM BJL C: \343028 \34328.pro PAVEMENT THICKNESS Pavement Trail Width Type © T 0 PCC 8' 4" 10' or greater 5" HMA 8' 5" 10' or greater 6" Notes: EXISTING \4 BUILDING\ - Normal section shown may be appropriately modified for areas specifically designated by the engineer such as intersections or superelevated curves. - Refer to other drawings for details of sidewalk design and construction. - Refer to other drawings for details of paver design and construction. - Refer to other drawing for details of subdrain design and construction. - Provide expansion material adjacent to building fronts and back of curb all locations. LEFT FORM GRADE t PROFILE GRADE RIGHT FORM GRADE VARIES 42.0' 2 I ROAD IDENTIFICATION JACKSON STREET - - - - - - - -- - - - ----- -- -- (6" GRANULAR SUBBASE) ( 6" MOISTURE AND DENSITY CONTROL AREA) RECONSTRUCTION TYPICAL CROSS SECTION 2 LANE WITH PARALLEL PARKING SECTIONS LOCATION STATION TO STATION 106 +10 107+39 0 FT WIDTH Fr WIDTH FT WIDTH FT WIDTH 18 12 12 • 2'1 VARIES --18" WIDE, 3" HIGH PCC DROP CURB AND GUTTER ROCK 9 .. COMMENTS p.\ EXISTING BUILDING 0 0 0 0 0 0 0 0 EXCAVATE AND BACKFILL 2.0' 16" WIDE. 6" HIGH PCC CURB AND GUTTER, TYP. 9" PCC PAVEMENT, DOWELED PERMEABLE PAVER 2" BEDDING COURSE (ASTM #8) 4" BASE COURSE (ASTM #57) 12" SUBBASE COURSE (ASTM #2) GEO TECH FABRIC O9 PCC SIDEWALK 10 6" GRANULAR SUBBASE * USE AS SHOWN ON JACKSON ST, 10TH ST AND WASHINGTON ST U .T =UNIFORM TRANSITION 2209A MODIFIED 1' -6'' Ditch Depth from Profile Grade V ' Ditch CUT (PCC or HMA Paved Surface Possible Special Backfill ) 4 6:1 (or flatter) slope 2' min, from edge of trail 7 Base Line PROFILE GRADE 2.0% G 0 12" min. 3 _ (Special Compaction of Subgrade for Recreational Trails ) FILL 94 +00 STATION TO STATION 100 +80 PAVEMENT TYPE PCC. h'M,\ or option PCC Feet Ld 10 -- V ' DITCH Left Right totes Bid item is "Recreational Trail ". (3 Nominal ii slope 011A only) TYPICAL CROSS SECTION RECREATIONAL TRAIL PAVED SURFACE 7402MOD XX -xx -XX I DESIGN TEAM V e e n s t r a G K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER! ESL -2100 (660) - -7s -31 I SHEET NUMBER B . 02 I REVISED 12 -17 -2010 11:4BAM BJL C: \343028 \34328.pro ESTIMATED PROJECT QUANTITIES vK -1 12 -12 -10 UNIT LS CY CY CY CY SY TON STA TON STA SY LS LS TON SY EACH EACH LS LS EACH EACH TON LS LF EACH EACH EACH EACH EACH EACH EACH EACH LS LS LF IF EACH EACH LF LF LF LF IF LF LF EACH SY EACH SY STA ITEM NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 ITEM CODE 2101 2102- 2710070 2105-8425005 2107 - 0425020 2107- 0875000 2111-8174100 2121-7425020 2123 - 7450020 2210-0475290 2213 - 6745500 2301- 1033090 2301 - 6911722 2301-9090000 2303-0000100 2304 - 0101000 2401- 6745354 2401-6745356 2401- 6745635 2401-6745650 2401-6745765 2401-6745910 ,2402 - 0425031 2405 - 2705000 2414 - 6444100 2435-0130148 2435-0130348 2435-0140200 2435- 0140300 2435 2435-0600010 2435-0600110 2435 - 0700010 2501-8400171 2501-8400179 2502-8212304 2502 - 8212306 2502 - 8220193 2502- 8220196 2503 - 0114215 2503 - 0114218 2503-0114224 2503 - 0200036 2504 - 0116012 2504- 0116024 2504- 0240036 2504- 0320300 2510-6745850 2510-6750600 2511-0302600 2511 - 0310100 2511-6745900 2511- 7526005 2511-7526007 2511-7528100 2512-1750006 2515- 2475008 2515-6745600 2516- 6745375 2516- 6745400 2516- 6745877 2518 - 6910000 2523 - 0000200 2523 - 0000310 2523 - 0000400 2524 - 9325001 2524- 9325005 2526- 8285000 2527- 9263117 2527 - 9263143 2527- 9263180 2527- 9263190 2528. 8400157 ITEM CLEAR +GRUBB EXCAVATION, CL 10, ROWY +BORROW TOPSOIL, FURN +SPREAD COMPACT BACKFILL ADJ TO BROG /CULV /STRUCT COMPACTION W /MOISTURE +DENSITY CONTROL GRANULAR SUBBASE GRANULAR SHLD, TYPE B SHLD FINISH. EARTH MACADAM STONE BASE RMVL OF CURB STD /S-F PCC PAV'T, CL C CL 3, 9" PCC PAV'T SAMPLE OUALITY MANAGEMENT - CONCRETE IOM -C) HMA COMMERCIAL MIX (INCL ASPH BINDER) TEMPORARY PAV'T RMVL OF CONC FOOTING RMVL OF CONC FOOTING OF LIGHT POLE RMVL OF EXIST HANDRAIL RMVL OF EXIST STRUCT RMVL OF LIGHT POLE RMVL OF SIGN GRANULAR BACKFILL EXCAVATE +DEWATER STEEL PIPE PEDESTRIAN HAND RAIL MANHOLE. SAN SWR, SW-301. 48" MANHOLE, SAN SWR, SW -303. 48" MANHOLE, STORM SWR, SW-402 MANHOLE, STORM SWR, SW -403 INTAKE, SW -501 MANHOLE ADJUSTMENT. MINOR INTAKE ADJUSTMENT. MINOR CONNECTION TO EXIST MANHOLE TEMP SHEET PILE, RETAIN WALL TEMP SUPRT SUBDRAIN, STD. PERFORATED, 4" SUBDRAIN, STD, PERFORATED. 6" SUBORAIN OUTLET (RF -19C) SUBDRAIN OUTLET, RF -19E STORM SWR G-MAIN,TRENCHEO, RCP 20000,15" STORM SWR 6-MAIN,TRENCHED, RCP 20000,18" STORM SWR G-MAIN,TRENCHED, RCP 20000,24" RMV STORM SWR PIPE LE 36" SAN SWR G -MAIN, TRENCHED, DIP, 12" SAN SWR 6-MAIN, TRENCHED, DIP, 24" RMV SAN SWR PIPE LE 36" SAN SWR CLEANOUT. SW -203 RMVL OF PAV'T RMVL OF INTAKE +UTILITY ACCESS RECREATIONAL TRAIL, PCC, 6" SPECIAL COMPACTION OF SUBGRAOE /REC TRAIL RMVL OF SIDEWALK SIDEWALK, PCC. 5" SIDEWALK, PCC, 7" DETECTABLE WARNING CURB RAMP CURB +GUTTER, PCC DRIVEWAY, PCC, 8" RMVL OF PAVED DRIVEWAY RMVL OF CONC STEPS RMVL OF CONC STEPS +RETAINING WALL RMVL OF RETAINING WALL +FOOTING SAFETY CLOSURE ELECTRICAL CIRCUIT HANDHOLE +JUNCTION BOX CONTROL CABINET TYPE A SIGN, SHEET ALUM TYPE A SIGN, GALVANIZED STEEL CONSTRUCTION SURVEY PAINTED PAV'T MARK, DURABLE PAINTED SYMBOL +LEGEND, DURABLE OUANTITIES BASE 1 - 2,950 590 375 1,057 13,725 70 13 10 8 6,340 100 500 35 14,508 40 7 2 5 7 39 4 3 1 3.800 60 1135 304 313 1177 1793.1 332 417 1 10.394 38 805 6.5 ALT 4 260 168 1,597 2 1,005 10 3 1,020 1 600 141.5 1,123 ES 2,658 2,535 120 1.018 3,983 783 30 7,800 74 125 ALT 1 340 370 102 1,060 10 607 20 13 40 2 1 1 600 4 34 12 32 2 24 40 524 1 2 300 2 14 ALT 2 42 1800 3 650 10 10 1 1 400 3 7 1 1000 6 85 20 580 3 770 48 506 205 4 1100 9 ALT 3 1 200 2,847 2 10 10 13 32 1 6 2 1,500 6 82 10 1,120 7 0 ALT 6 130 130 766 18 20 9 2 1,527 1,883 240 770 245 6 2,100 14 466 24 50 2 400 5 7 TIMATE ALT 5 260 260 571 5 1 0 2 1 50 235 32 800 5 7 407 24 10 166 166 880 6 ALT 7 106 49 347 5.5 6 8 2 2 20 89 2 297 44 90 33 18 400 6 7 ALT 8 103 49 337 5.5 2 10 6 5 1 12 89 SY SY SY SF LF SY SY CY CY LS EACH LF EACH EACH SF SF 270 44 130 37 44 400 6 7 ALT 9 LS STA EACH 67 68 69 70 71 72 PAV'T MARK RMVO SYMBOL +LEGEND RMVO TEMP FLOODLIGHTING LUMINAIRC 73 2528-8445 10 TRAFFIC CONTRO OESIGN TEAM VEENSTRA & KIMM, INC. STA EACH 71. 56 8 2 EACH 20 LS 1 ENGLISH 65 2.08 4 1 4.24 4 6 4 24.3 12 8 3 6 3 1.44 2 1 6.8 3 1 1 8.78 6 9 1 IOWA DOT • OFFICE OF DESIGN 1.96 1 1.44 ITEM ITEM CODE NO. 74 2528-8445113 FLAGGER 75 2529-5070110 PATCH, FULL -DEPTH FINISH, BY AREA 76 2529- 5070120 PATCH, FULL -DEPTH FINISH, BY COUNT 77 2533 - 4980005 MOBILIZATION 78 2549-0001036 PIPE LINING,RESIN,CURED -IN- PLACE, LE 36" 7q 2552-0000140 ROCK EXCAVATION 80 2554- 0112004 WATER MAIN, TRENCHED, DP, 4" 81 2554- 0112006 WATER MAIN, TRENCHED, D P, 6" 82 2554- 0112008 WATER MAIN, TRENCHED, DP, 8" 83 2554 - 0112010 WATER MAIN, TRENCHED, DP, 10" 84 2554- 0112012 WATER MAIN, TRENCHED, DP, 12" 85 2554- 0112020 WATER MAIN, TRENCHED, DP, 20" 86 2554 - 0202200 FITTINGS BY COUNT, DI, REDUCER, 4X6 87 2554- 0202200 FITTINGS BY COUNT, DI, REDUCER, 8X6 88 2554 - 0202200 FITTINGS BY COUNT, DI, REDUCER, 12X8 89 2554 - 0202200 FITTINGS BY COUNT. DI, TEE, 8X6X6 90 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 12XI2X10 91 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 8X4 92 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 8X6 93 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 8X? 94 2554 - 0202200 FITTINGS BY COUNT. DI, TEE, 12x4 95 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 12X6 96 2554 - 0202200 FITTINGS BY COUNT, DI, TEE, 12X8 97 2554-0202200 FITTINGS BY COUNT, DI, TEE, 12X10 98 2554- 0202200 FITTINGS BY COUNT, DI. TEE, 20X6 99 2554- 0202200 FITTINGS BY COUNT, DI, TEE. 20X8 100 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 20X10 101 2554- 0202200 FITTINGS BY COUNT. DI. TEE, 20X12 102 2554- 0202200 FITTINGS BY COUNT, DI, TEE, 20X20 103 2554- 0202200 FITTINGS BY COUNT, DI, 45 DEGREE BEND, 8 IN 104 2554- 0202200 FITTINGS BY COUNT, DI, 45 DEGREE BEND, 10 IN 105 2554 - 0202200 FITTINGS BY COUNT, DI, 45 DEGREE BEND, 12 IN 106 2554 - 0202200 FITTINGS BY COUNT, DI, 45 DEGREE BEND, 20 IN 107 2554 - 0202200 FITTINGS BY COUNT, DI, 90 DEGREE BEND, 4 IN 108 2554 - 0202200 FITTINGS BY COUNT, DI, 90 DEGREE BEND, 8 IN 109 2554- 0202200 FITTINGS BY COUNT, DI, 90 DEGREE BEND, 20 IN 110 2554 - 0202200 FITTINGS BY COUNT, 01, CAP, 8 IN 111 2554 - 0202200 FITTINGS BY COUNT, DI, CAP, 20 IN 112 2554- 0206000 VALVE, BUTTERFLY, DIP, 20" 113 2554 - 0207004 VALVE, GATE, DIP, 4" 114 2554- 0207006 VALVE, GATE, DIP, 6" 115 2554 - 0207008 VALVE, GATE, DIP, 8" 116 2554- 0207010 VALVE, GATE, DIP. 10" 117 2554 - 0207012 VALVE, GATE, DIP, 12" 118 2554 - 0214000 FIRE HYDRANT ADJUSTMENT 119 2555- 0000010 DELIVER + STOCKPILE SALVAGED MATERIAL 120 2595-7400200 RMVL OF RAILROAD TRACK 121 2599 - 9999005 DRINKING FOUNTAIN ASSEMBLY 122 2599- 9999005 FIRE HYDRANT ASSEMBLY 123 2599 - 9999005 WATER SERVICE CONNECTION, 5/8 IN ESTIMATED PROJECT QUANTITIES ITEM UNIT EACH 10 SY EACH 22 LS LF CY IF LF LF LF IF IF 625 1 10 5 705 63 595 2685 EACH I EACH 4 EACH 1 EACH 1 EACH 1 EACH EACH 7 EACH 1 EACH EACH 4 EACH 3 EACH 2 EACH 13 EACH 6 EACH EACH 2 EACH 1 1 EACH 8 EACH 2 EACH EACH EACH EACH 153.7 10 4 EACH 5 EACH 5 1 EACH I EACH 1 EACH B EACH 1 EACH 4 EACH 9 4 EACH 4 EACH 11 LS TLF 2,240 EACH 2 EACH 10 EACH 2 BASE ALT 1 ALT 2 ALT 3 ALT 4 ALT 5 ALT 6 ALT 7 ALT 8 ALT 9 2 1 1 155 560 10 1 0 339 1 16 3 1 10 28 45 269 1 1 1 1 1 1 1 2 1 1 OUANTITIES ESTIMATED 322 2 1 1 12-12-10 124 125 126 127 128 129 130 131 132 133 134 135 136 137 13B 139 140 141 142 143 144 145 146 2599 - 9999005 2599- 9999005 2599- 9999005 2599 - 9999005 2599- 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599 - 9999005 2599- 9999005 2599 - 9999005 25q4 ggqq005 WATER SERVICE CONNECTION, 1.5 IN WATER SERVICE CONNECTION. 2 IN WATER SERVICE CONNECTION, 7 IN WATER SERVICE CONNECTION, 4 IN WATER SERVICE CONNECTION, 6 IN WATER SERVICE CONNECTION, 8 IN CONNECTION TO EXISTING WATER MAIN, 4 IN CONNECTION TO EXISTING WATER MAIN, 6 IN CONNECTION TO EXISTING WATER MAIN, 8 IN CONNECTION TO EXISTING WATER MAIN, 10 IN CONNECTION TO EXISTING WATER MAIN, 12 IN CONNECTION TO EXISTING WATER MAIN. 20 IN LIGHTING, TYPE SM LIGHTING, TYPE SC LIGHTING, TYPE DM LIGHTING, TYPE DC PACKAGE EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH LIGHTING FOOTING, TYPE SM LIGHTING FOOTING, TYPE SC LIGHTING FOOTING, TYPE DM ABANDON EXISTING VAULTS FIBER MANHOLE TREE GRATE 2599 - 9999115 TREES DUBUQUE COUNTY PROJECT NUMBER EACH 2 3 1 7 2 8 2 4 2 2 12 3 43 4 12 3 43 5 9 18 28 1 2 2 1 8 8 2 12 2 12 2 2 2 2 1 4 4 ESL -2100 (660)- -7s -31 5 5 6 6 6 EACH EACH EACH 6 SHEET NUMBER 6 6 EACH EACH EACH 4 CM 1 12/17/2010 12:13:40 PM c: \OGN\Ou vque \343028 \C Sheets \C.OI.OGN 12/17/2010 12:13:58 PM cADGN \ Dubuque \33028 \C Sheets \C.OI.OGN ESTIMATED PROJECT QUANTITIES 0 I I I "Kz1 D I ESTIMATE REFERENCE INFORMATION 1 I ITEM ND. ITEM CODE ITEM UNIT QUANTITIES Data listed below is for Informational purposes only and shall not constitute a basis for any extra work orders. ESTIMATED ITEM NO ITEM CODE DESCRIPTION BASE ALT I ALT 2 ALT 3 ALT 4 ALT 5 ALT 6 ALT 7 ALT 8 ALT 9 147 2599-9999005 YARD HYDRANTS EACH 3 1 2101-0850002 CLEAR +GRUBB NO TREES OR SHRUBS SHALL BE REMOVED ON THE PROJECT UNTIL THE ENGINEER MARKS THEM FOR REMOVAL. REMOVALS FOR BASE BID AND ALTERNATES WILL BE PAID FOR ON A LUMP SUM BASIS PER BASE OR ALTERNATE. ITEM INCLUDES THE REMOVAL AND DELIVER OF PARKING METERS ALONG THE VARIOUS STREETS. DELIVERY WILL BE MADE TO THE CITY OF DUBUOUE'S DESIGNATED LOCATION. PARKING METERS SHALL BE REMOVED WITH CARE FOR RE-INSTALLATION BY THE CITY, ITEM ALSO INCLUDES THE REMOVAL OF ROCK SURFACING AS NOTED. ESTIMATED TO BE 4050 SY OF ROCK SURFACING, 148 2599 - 9999005 SANITARY SERVICE, 6" EACH 14 149 2599 - 9999005 STORM SERVICE, 6" EACH 50 2 2 4 2 150 2599 - 9999009 DECORATIVE RAILROAD TRACK LF 1,256 151 2599 - 9999009 WATER SERVICE, 5/8 IN LF 75 152 2599 - 9999009 WATER SERVICE, 1.5 IN LF 90 20 153 2599 - 9999009 WATER SERVICE, 2 IN LF 50 70 2 2102-2710070 EXCAVATION, CL 10 RDWY + BORROW BID ITEM INTENDED FOR EXCAVATION, HAULING AND DISPOSAL OF SOIL DISPLACED FROM CONSTRUCTION OF GRANULAR SUBBASES. MEASUREMENT AND PAYMENT BASED ON THEORETICAL VOLUME OF GRANULAR SUBBASE DISPLACED AND WILL BE PAID AS PLAN QUANTITY, BID ITEM INCLUDES MISCELLANEOUS EARTHWORK TO PREPARE SUBGRADES TO THE LINES AND GRADE INDICATED ON THE PLANS. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE WASTE DISPOSAL SITE. NO OVERHAUL WILL BE PAID. THE CITY OF DUBUQUE ADMINISTRATIVE POLICY 5.03 OCCUPATIONAL SAFETY AND HEALTH ACT EXCAVATION SAFETY VIOLATIONS DOCUMENT IN THE APPENDIX OF THESE SPECIFICATIONS SHALL GOVERN FOR ALL EXCAVATIONS. 154 2599 - 9999009 WATER SERVICE, 7 IN LF 55 45 70 155 2599 - 9999009 WATER SERVICE, 4 IN LF 40 20 156 2599-9999009 WATER SERVICE, 6 IN LF 250 175 10 157 2599- 9999009 WATER SERVICE, 8 IN LF 90 158 2599 - 9999009 FIBER DUCT LF 1,900 520 320 250 940 159 2599 - 9999009 TRENCH GRATE LF 266 164 121 96 160 2599- 9999009 LIMESTONE RET WALL LF 20 3 2105- 8425005 TOPSOIL, FURN + SPREAD TOPSOIL SHALL BE OF A HIGH QUALITY SOIL CONSISTING OF THE TOP 4 -6 INCHES OF FIELD OR PASTURE LOAM AND NO ROCK LARGER THAN % INCH. CONTRACTOR MUST PROVIDE LOCATION OF TOPSOIL. REFER TO PLANS FOR LOCATIONS ADJACENT TO TRAIL AND WALKS. PLACE TO A FINISHED THICKNESS OF 4 -6 INCHES. MEASUREMENT AND PAYMENT BASED ON THE THEORETICAL IN PLACE VOLUME OF TOPSOIL UNDERLYING THE NEWLY PLACED SOD. 161 2599 - 9999010 STORMWATER POLLUTION PREVENTION PLAN LS I 1 1 I 1 1 1 1 1 162 2599 - 9999014 INSULATION BOARD, 2 INCH SF 480 163 2599 - 9999014 SAND SETTING BED SF 14,864 440 2,554 3,925 1,655 370 100 100 164 2599 - 9999014 LIMESTONE SUB - SETTING BED SF 7,662 165 2599- 9999014 POLYMERIC JOINT SAND SF 22,526 440 2,554 3,925 1,655 370 100 100 4 2107 - 0425020 COMPACT BACKFILL ADJ TO BRDG /CULV /STRUCT THIS ITEM TO BE A LUMP SUM PAYMENT FOR EXCAVATION, BACKFILLING AND COMPACTION ADJACENT TO TUNNELS AND BURIED STEAM TUNNELS THROUGHOUT THE PROJECT. THESE STRUCTURES ARE IDENTIFIED ON THE PLANS BASED ON INFORMATION PROVIDED. 166 2599-9999014 BRICK PAVERS, TYPE 1, INSTALLATION ONLY SF 16,171 144 2,554 3,925 1,655 100 100 167 2599 - 9999014 BRICK PAVERS. TYPE 2 SF 2,550 168 2599- 9999014 BRICK PAVERS, TYPE 3 SF 248 5 2107 - 0875000 COMPACTION W /MOISTURE +DENSITY CONTROL BID ITEM MEASUREMENT AND PAYMENT FOR COMPACTION ON 6 INCH MOISTURE AND DENSITY CONTROLLED SUBGRADE. PROVIDE COMPACTION WITH MOISTURE XXX TO XXX OF OPTIMUM. SEE TYPICAL DETAILS FOR LOCATION AND ADDITIONAL INFORMATION. 169 2599-9999014 BRICK PAVERS. TYPE 4 SF 11,345 2.850 170 2599 - 9999014 BRICK PAVERS, TYPE 5 SF 630 70 171 2599- 9999014 BRICK PAVERS, TYPE 6 SF 3,557 296 370 6 2111- 8174100 GRANULAR SUBBASE SEE TYPICAL DETAILS FOR PLACEMENT AND ADDITIONAL INFORMATION. 172 2599 - 9999014 REMOVAL OF HISTORIC PAVERS SF 36,285 200 173 2599 - 9999018 SIDEWALK PCC 5 ", REV -MIX SY 2585 35 832 542 600 314 300 7 2121-7425020 GRANULAR SHLO, TYPE B BID ITEM FOR USE ALONG RECREATIONAL TRAIL. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 174 2599 - 9999018 SIDEWALK PCC 7 ", REV -MIX SY 2263 412 571 175 2599 - 9999020 BEDDING & VOID AGGREGATES (ASTM #8 WASHED STONE) TON 140 34 8 2123-7450020 SHLD FINISH, EARTH BID ITEM FOR BACKFILL BEHIND CURB OR ADJACENT TO TRIAL TO BE SODDED, 176 2599 - 9999020 POROUS AGGREGATE (ASTM #57 WASHED STONE) TON 280 68 177 2599 - 9999020 POROUS AGGREGATE (ASTM #2 WASHED STONE) TON 840 206 9 2210-0475290 MACADAM STONE BASE BID ITEM FOR USE TO BACKFILL AREAS OVER EXCAVATED DUE TO UNSUITABLE SOILS. ESTIMATED QUANTITY. 178 2601-2639010 SOD SO 315 70 35 15 15 179 2601 - 2643110 WATER -SOD /SPEC DITCH CNTL /SLOPE PROTECT MGAL 0.13 0.03 0.02 0.01 0.01 10 2213- 6745500 RMVL OF CURB BID ITEM FOR REMOVAL OF LIMESTONE CURB. LIMESTONE CURB TO BECOME PROPERTY OF THE CONTRACTOR. 180 2602-0000020 SILT FENCE LF 600 40 100 100 40 10 20 20 181 2602-0000050 SILT BASIN EACH 5 11 2301-1033090 STD /S -F PCC PAV'T, CL C CL 3. 9 " REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. PROVIDE CERTIFIED PLANT INSPECTION. 182 2602 - 0000060 RMVL OF SILT FENCE LF 600 40 100 100 40 10 20 20 12 2301-6911722 PCC PAV'T SAMPLE 13 2301-9090000 QUALITY MANAGEMENT- CONCRTE (OM -C) FOR THIS PROJECT, PAID ON A LUMP SUM BASIS PER BID ITEM. 14 2303-0000100 HMA COMMERCIAL MIX(INCL ASPH BINDER) BID ITEM FOR USE FOR PATCHING AND TRANSITIONING NEW PAVEMENT TO EXISTING PAVEMENT WITH 8-INCHES OF HMA COMMERCIAL MIX. A VERTICAL BUTT JOINT WILL BE REQUIRED AT THE EDGES OF THE PATCH OF TRANSITION. WHERE PAVEMENT REMOVAL EDGE HAS CRUMBLED TO AN UNEVEN EDGE DUE TO CONTRACTOR FORCES, CONTRACTOR SHALL SAW CUT NEW EDGE TO PROVIDE A VERTICAL EDGE TO PAVE AGAINST AT NO ADDITIONAL COST TO THE CITY. 15 2304- 0101000 TEMPORARY PAV'T BID ITEM FOR USE FOR CONSTRUCTION OF AN ALL WEATHER HARD SURFACED ROAD AND OR DRIVE FOR USE DURING WINTER SHUTDOWN. PAVEMENT SHALL BE A MINIMUM OF 6-INCH PCC OR HMA. 16 2401 - 6745354 RMVL OF CONC FOOTING INCLUDES REMOVAL AND DISPOSAL OF FOOTING MATERIALS AND DEBRIS ALONG WITH BACKFILLING OF HOLE MADE BY THE REMOVAL. 17 2401-6745356 RMVL OF CONC FOOTING OF LIGHT POLE FOOTING OF LIGHT POLE TO BECOME PROPERTY OF THE CONTRACTOR. CONTRACTOR RESPONSIBLE TO DISPOSE OF PROPERLY. 18 2401-6745635 RMVL OF EXIST HANDRAIL 19 2401-6745650 RMVL OF EXIST STRUCT INCLUDES THE STRUCTURES ON IDENTIFIED ON PLANS AND COORDINATED WITH CITY STAFF AND PROPERTY OWNERS AS NEEDED. HAULING OF DEBRIS AND BACKFILLING INCLUDED. 20 2401-6745765 RMVL OF LIGHT POLE LIGHT POLE TO BECOME PROPERTY OF THE CONTRACTOR. CONTRACTOR RESPONSIBLE TO DISPOSE OF PROPERLY. ALL ASSOCIATED WORK, INCLUDING BUT NOT LIMITED TO DISCONNECTION OF EXISTING ELECTRICAL, REMOVAL AND OFFSITE TRANSPORT SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE. EXCAVATION AND DISPOSAL OF FOUNDATION. BACKFILL, COMPACTION WILL BE PAID FOR SEPARATELY. 21 2401-6745910 RMVL OF SIGN THIS ITEM INCLUDES THE REMOVAL OF ALL UNNEEDED SIGNS (CITY SIGNS) FOR REMOVAL AND DELIVERY OF UNUSED SIGNS TO THE CITY FOR STORAGE DURING CONSTRUCTION. CITY TO REINSTALL SIGNS AT DESIRED LOCATIONS AS AREAS ARE COMPLETED. INCLUDES REMOVAL OF SIGN AND POST AND DELIVERY OF THESE TO THE CITY STREET DEPARTMENT. STATE DOT CONTROLLED SIGNS WILL BE REMOUNTED AS NEEDED ON TEMPORARY FIXTRES /POLES DURING CONSTRUCTION ALONG 9TH AND 11TH STREETS AND REPLACED AND PROJECT AREA COMPLETION AS DIRECTED /APPROVED BY DOT. . • DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IONA 007 • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.02 12/17/2010 12:13:58 PM cADGN \ Dubuque \33028 \C Sheets \C.OI.OGN ESTIMATE REFERENCE INFORMATION 1 100-48 I 07-15-97 Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. ITEM NO. 22 23 24 25 26 27 THRU 28 29 30 31 32 33 34 35 THRU 36 37 THRU 38 39 THRU 41 42 43 THRU 44 45 46 ITEM CODE 2402-0425031 2405-2705000 2414- 6444100 2435 - 0130148 2435-0130348 MANHOLE, STORM SWR, SW-402, SW -403 WITHIN THE MILLWORK DISTRICT, EAST OF WHITE STREET, CITY WILL SUPPLY CASTING AND FRAME TO CONTRACTOR FOR INSTALLATION. INTAKE, SW-501 THE CONTRACTOR SHALL CONSTRUCT INTAKES OF THE SIZES AND TYPES AND AT THE LINES AND GRADES AS INDICATED IN THE THIS BID ITEM ALSO INCLUDES THE ADJUSTMENT OF THE INTAKE TO FINAL GRADE. PRE-CAST STRUCTURES WILL NOT BE ALLOWED. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH INTAKE, WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO CONSTRUCT INTAKE AS REMOVAL, EXCAVATION, COMPACTION, GRATE, CASTING, SUB-GRADE PREPARATION AND FINAL ADJUSTMENT SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE FOR INTAKE. REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. 2435-0140200 2435 - 0140300 2435-0250100 MANHOLE ADJUSTMENT, MINOR ALSO INCLUDES ADJUSTMENT OF NEW WATER VALVE'S. REFER TO TABULATION XX ON SHEET XX AND DETAIL SHEET XX FOR ADDITIONAL INFORMATION. INTAKE ADJUSTMENT, MINOR ADJUST OF FIXTURE SHALL INCLUDE SALVAGE AND REPLACE EXISTING FRAME AND COVER AND REMOVAL AND REPLACEMENT OF TOP SECTION AS REQUIRED FOR STORM AND SANITARY STRUCTURES. REFER TO TABULATION XX ON SHEET XX AND DETAIL SHEET XX FOR ADDITIONAL INFORMATION. 2435 - 0600010 2435-0600110 2435-0700010 2501-8400171 2501-8400179 2502 - 8212304 2502-8212306 2502 - 8220193 2502-8220196 2503 - 0114215 2503 - 0114224 2503 - 0200036 2504 - 0116012 2504- 0116024 2504 - 0240036 2504 - 0320300 DESCRIPTION GRANULAR BACKFILL QUANTITY IS FOR GRANULAR BACKFILL MATERIAL USED ABOVE PIPE BEDDING FOR WATER, STORM, SANITARY SERVICE LINES; WATER MAIN, AND STORM AND SANITARY SEWER SYSTEM INSTALLATIONS. QUANTITY PER DIVISION BY UTILITY IS AS FOLLOWS: REFER TO SPECIAL PROVISION FOR WATER MAINS FOR ADDITIONAL INFORMATION ON GRANULAR BACKFILL. SPECIFICATIONS OF SECTION 2401 ARE NOT APPLICABLE. EXCAVATE +OEWATER STEEL PIPE PEDESTRIAN HAND RAIL MANHOLE, SAN SWR, SW-30I, 48 ", MANHOLE, SAN SWR, SW-303, 48" SHEETING, SHORING, PLUGGING, BY -PASS PUMPING OR DEWATERING SHALL BE CONSIDERED INCIDENTAL, WITHIN THE MILLWORK DISTRICT, EAST OF WHITE STREET, CITY WILL SUPPLY CASTING AND FRAME TO CONTRACTOR FOR INSTALLATION, CONNECTION TO EXIST MANHOLE TEMP SHEET PILE, RETAIN WALL TEMP SUPRT SUBDRAIN, STD, PERFORATED, 4 ", SUBDRAIN, STD, PERFORATED, 6" BID ITEM TO INCLUDE FURNISH AND INSTALL PIPE & FITTINGS OF THE SIZES AND TYPES AND AT THE LINES AND GRADES AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE ENGINEER. THIS ITEM ALSO INCLUDES CONNECTING EXISTING DRAIN PIPE THAT IS ENCOUNTERED ALONG THE PROJECT TO INTAKES. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH (EXISTING DRAIN TILE CONNECTION TO INLET), WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO FURNISH AND INSTALL SCHEDULE 40 PVC PIPE AND FITTINGS AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE ENGINEER. EXCAVATION, PIPE BEDDING, COMPACTION AND CONNECTION TO INTAKES SHALL BE INCIDENTAL. SUBDRAIN OUTLET (RF19 -C), SUBDRAIN OUTLET, RF -19E BID ITEM TO INCLUDE FURNISH AND INSTALL FITTINGS OF THE SIZES AND TYPES AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE ENGINEER. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH CONNECTION TO INLET, WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO FURNISH AND INSTALL FITTINGS EXCAVATION, PIPE BEDDING, COMPACTION AND CONNECTION TO INTAKES SHALL BE INCIDENTAL. STORM SWR G -MAIN, TRENCHED, RCP 2000D, 15 ", 18 ", 24" SEE TABULATION 104 -56 FOR LOCATION AND ADDITIONAL INFORMATION. RMV STORM SWR PIPE LE 36" ALL REMOVED STORM SEWER PIPE AS PER PLAN SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY. SAN SWR 0-MAIN, TRENCHED, DIP, 12 ", SAN SWR 0-MAIN, TRENCHED, DIP, 24" RMV STORM SWR PIPE LE 36" ALL REMOVED STORM SEWER PIPE AS PER PLAN SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY. SAN SWR CLEANOUT, SW-203 ITEM NO. 47 48 49 50 51 52 THRU 53 54 55 56 57 58 59 THRU 60 6I 62 63 64 65 THRU 66 ITEM CODE 2510- 6745850 2510-6750600 2511- 0302600 2511-0310100 2511-6745900 2511- 7526005 2511-7526007 2511-7528100 2512-1750006 2515- 2475008 2515- 6745600 2516- 6745375 2516- 6745400 2516 - 6745877 2518 - 6910000 2523 - 0000200 2523- 0000310 2523 - 0000400 2524- 9325001 2524- 9325005 IOWA DOT • OFFICE OF DESIGN I DUBUQUE COUNTY ESTIMATE REFERENCE INFORMATION 1 100-48 I 07.15.97 Data listed below is for Informational purposes only and shall not constitute a basis for any extra work orders. DESCRIPTION RMVL OF PAV'T PAVEMENT REMOVAL SHALL BE IN ACCORDANCE WITH AND SHALL CONSIST OF REMOVING PAVEMENT, REGARDLESS OF DEPTH, AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BE THE PROJECT ENGINEER. GENERALLY, THE ONSITE PAVEMENT CONSISTS OF 6" - 8" CONCRETE PAVEMENT OVERLAID WITH 2" - 3" OF ASPHALT PAVEMENT. ALL REMOVED PAVEMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY. PER BID INCLUDES IS EMOVAL OF FULL DEPTH PAVEMENT, HAULING AND PROPER DISPOSAL. INCLUDES NEEDED SAW- CUTTING. ESTIMATED SAW- CUTTING BASE BID ALTERNATE III ALTERNATE tt2 ALTERNATE N3 ALTERNATE tt4 ALTERNATE #5 ALTERNATE 116 ALTERNATE 117 ALTERNATE #8 3100 LF 70 LF 400 LF 1600 LF 100 LF 600 LF 250 LF 150 LF 250 LF RMVL OF INTAKE +UTILITY ACCESS ALL REMOVED STORM SEWER PIPE AS PER PLAN SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY. RECREATIONAL TRAIL, PCC 6" SPECIAL COMPACTION OF SUBGRADE /REC TRAIL RMVL OF SIDEWALK THIS ITEM INCLUDES THE REMOVAL OF ALL PCC SIDEWALK. REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL DETAILS. SIDEWALK, PCC, 5 ", SIDEWALK, PCC, 7" REFER TO TABULATION XX ON SHEET XX AND SHEET U.XX FOR ADDITIONAL DETAILS. SIDEWALK, PCC, 5 ", SIDEWALK, PCC, 7" SEE U SHEETS AND DECORATIVE WALK SPECIFICATION FOR ADDITIONAL DETAILS. THIS WALK INCLUDES ALL SCORING AND PIGMENTS NEEDED TO MATCH THE MAIN STREET WALK PATTERNING ADJACENT TO PURINGTON PAVER BAND WEST OF WHITE STREET ON 9TH AND 10TH STREETSCAPING EFFORTS AS SHOWN ON 10TH STREET E SHEETS. THESE ITEMS ARE FOR WALKS WEST OF WHITE STREET AND HAVE SPECIFIC SCORING PATTERNS. DETECTABLE WARNING - CURB RAMP THE UNIT PRICE SHALL INCLUDE THE FURNISHING, LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL THE DETECTABLE WARNINGS AS SHOWN IN THE CONTRACT DOCUMENTS. PAYMENT WILL BE MEASURED PER SF. LOCAL SUPPLIERS FOR THE DETECTABLE WARNINGS INCLUDE J AND R SUPPLY AND STETSON BUILDING PRODUCTS. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE, WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTACT UNIT PRICE SHALL INCLUDE MATERIALS, EQUIPMENT, TOOLS AND LABOR NECESSARY TO INSTALL THE DETECTABLE WARNINGS AS DIRECTED BY THE ENGINEER AND AS INDICATED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR WILL BE PAID SEPARATELY AT THE CONTRACT UNIT PRICE PER SIDEWALK ASSOCIATED WITH EACH RAMP LOCATION. REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. FURNISH AND INSTALL EAST JORDAN (METAL TYPE) OR EQUAL. CURB +GUTTER, PCC BID ITEM FOR USE ON STAND ALONE CURB SECTIONS. CURB AND GUTTER INTEGRAL TO STREET PAVING SHALL BE PAID FOR AS STD /S -F PCC PAV'T. REFER TO DETAILS ON B AND U SHEETS FOR ADDITIONAL INFORMATION. DRIVEWAY, PCC, 8" SEE TABULATION 102-3 FOR ADDITIONAL INFORMATION. INCLUDES AREA OF PCC BASE UNDER PAVERS. RMVL OF PAVED DRIVEWAY SEE TABULATION 102-3 FOR ADDITIONAL INFORMATION. RMVL OF CONC STEPS INCLUDED TO ESTABLISH A COST FOR THIS ITEM IF NEEDED. RMVL OF CONC STEPS +RETAINING WALL, RMVL OF RETAINING WALL +FOOTING SAFETY CLOSURE INTENDED TO BE USED AT STREET /PHASE ENDS OF STREETS DURING CONSTRUCTION REQUIRING CLOSURE (NOT Lp,NE,CLOSURES). NUMBER AND PLACEMENT TO VARY WITH CONTRACTORS STAGING AND APPROVED BY THE ENGINEER AND CITY. ADVANCED StiGNAGE NEEDED PER TRAFFIC CONTROL PLAN AND BID ITEM, ELECTRICAL CIRCUIT ITEM WILL BE PAID PER RUNNING FOOT OF THE SYSTEM INCLUDING ALL CONDUITS FOR THE ELECTRICAL. SEE SPECIFICATIONS. HANDHOLE +JUNCTION BOX CONTROL CABINET SEE P SHEETS FOR INFORMATION, LAYOUT AND SPECIFICATIONS. TRENCHING AND BACKFILLING FOR CONDUITS, CABINETS AND HANDHOLES INCIDENTAL TO WORK FOR THESE ITEMS. CABINETS FOR ALTERNATES WITHOUT A QUANTITY OF THIS ITEM ASSUMES ADJACENT ALTERNATE IS BUILT. TYPE A SIGN, SHEET ALUM, TYPE A SIGN, GALVANIZED STEEL SIGNAGE TO BE DELIVERED TO THE CITY OF DUBUOUE FOR INSTALLATION. INCLUDES 25 STOP SIGNS TOTAL. 2" STEEL, BLACK POWDERED COAT POLES INCLUDED. STOP SIGNS PER BID. BASE..: 20, ALT- 4 : 1, ALT _5.= I, ALT 6 : I, ALT 7 r I. ALT 8 : I PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.03 DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH 12/17/2010 12:14:12 PM c: \OGN\Oubuque \343028 \C Sheets\C,01.O0N 12/17/2010 I2:14:25 PM c: \OGN \Oubuaue \343028 \C Sheets \C.DI.OGN ESTIMATE REFERENCE INFORMATION 100-4B I o°o-. ESTIMATE REFERENCE INFORMATION I , Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. ITEM ITEM CODE DESCRIPTION ITEM ITEM CODE DESCRIPTION 67 2526- 8285000 CONSTRUCTION SURVEY 86 THRU 111 2554 - 0202200 2554- 0202200 FITTINGS BY COUNT, DI, VARIOUS IDOT SPECIFICATIONS SECTION 2554 NOT APPLICABLE. REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. FITTINGS USED TO CONSTRUCT PRIVATE MAINS BEYOND THE GATE VALVE ARE CONSIDERED INCIDENTAL TO THE WATER SERVICE CONNECTION BID ITEM. FITTINGS USED TO MAKE CONNECTION TO EXISTING WATER SYSTEM ARE CONSIDERED INCIDENTAL TO THE CONNECTION TO EXISTING BID ITEM. RETAINER GLANDS ARE CONSIDERED INCIDENTAL TO ITEM IN WHICH IT PERTAINS. DIP WATER MAIN FITTINGS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF DUBUQUE 15-3.00 EXCEPT AS MODIFIED BELOW. THIS WORK CONSISTS OF INSTALLING DUCTILE IRON PIPE (DIP) FITTINGS OF THE SIZES AND TYPES AND AT THE LINES AND AS INDICATED IN THE CONSTRUCTION DOCUMENTS OF AS DIRECTED BY THE CITY ENGINEER. ALL FITTING USED ON THIS PROJECT SHALL BE DUCTILE IRON FITTINGS THAT ARE US MADE MATERIALS AND MANUFACTURE. IF THE CONTRACTOR DECIDES TO USE A MEGA LUG FOR HIS BENEFIT AND THE MEGA LUG IS NOT SHOWN ON THE PLAN, THEN IT SHALL BECOME INCIDENTAL TO THE UNIT COST OF THE PROPOSED WATER MAIN. IF THERE IS A CHANGE IN THE WATER MAIN DESIGN DURING CONSTRUCTION FROM THE CITY WHICH INCLUDES MEGA LUGS, THEN THE CONTRACTOR WILL BE PAID THE BID UNIT COST. BELL AND SPIGOT GRIPPER GASKETS SHALL BE INCIDENTAL TO THE DUCTILE IRON PIPE. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH FITTING WHICH SHALL BE COMPENSATED IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO FURNISH AND INSTALL FITTINGS AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. EXCAVATION, COMPACTION, PIPE BEDDING, MEGA LUG INSTALLATION, AND THRUST BLOCKING, SHALL BE INCIDENTAL TO FITTING INSTALLATION. SOLID SLEEVES AND REPAIR COUPLINGS USED FOR CONNECTION TO EXISTING MAINS WILL BE PAID FOR SEPARATELY AND CONSIDERED INCIDENTAL TO "CONNECTION TO EXISTING" BID ITEM. 68 THRU 69 2527 - 9263117 2527 - 9263143 PAINTED PAV'T MARK, DURABLE, PAINTED SYMBOL +LEGEND, DURABLE BID ITEMS FOR PERMANENT PAVEMENT MARKINGS. GRIND SURFACE PRIOR TO INSTALLATION. REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. REFER TO SHEET N.01 FOR GENERAL LAYOUT. PAVEMENT MARKING FOR PARKING STALLS SHOWN FOR REFERENCE ONLY AND SHALL NOT BE INCLUDED IN THE BID. PARKING STALL MARKINGS WILL BE PERFORMED BY CITY CREWS. 70 THRU 71 2527 - 9263180 2527 - 9263190 PAV'T MARK RMVD, SYMBOL +LEGEND RMVD THESE ITEMS ARE FOR THE STREETSCAPING EFFORTS ON 9TH AND IOTH STREET STREETSCAPING EFFORTS AS SHOWN ON THE E SHEETS. 72 2528-8400157 TEMP FLOODLIGHTING LUMINAIRE REFER TO P.01 FOR ADDITIONAL INFORMATION. PAYMENT WILL BE MADE FOR PERCENTAGE OF CORRECTLY INSTALLED LIGHTS BASED ON TOTAL PLANNED FOR PROJECT, 73 2528-8445110 TRAFFIC CONTROL FOR ALTERNATE BIOS THIS ITEM IS TO VARY FROM EACH ALTERNATE TO REFLECT VARIATION IN BID /WORK EFFORT. OTHER UNIT PRICES TO REMAIN CONSTANT. REFER TO SHEET J.01 and J.02 FOR STAGING NOTES AND ADDITIONAL INFORMATION. 74 2528 - 8445113 FLAGGER 75 2529 - 5070110 PATCH, FULL-DEPTH FINISH, BY AREA BID ITEM IS FOR CONSTRUCTION OF 8- INCHES OF HMA OVER 6-INCHES OF GRANULAR SUBBASE MATERIAL. GRANULAR SUBBASE MATERIAL TO BE MEASURED AND PAID FOR SEPARATELY. THIS ITEM COVERS THE PAVEMENT NEAR AND ADJACENT TO BUMP OUTS ON 9TH AND 11TH STREETS FOR THE STREETSCAPING EFFORTS. 76 2529-5070120 PATCH, FULL-DEPTH FINISH, BY COUNT REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. THIS ITEM COVERS THE PAVEMENT NEAR AND ADJACENT TO BUMP OUTS ON 9TH AND 11TH STREETS FOR THE STREETSCAPING EFFORTS. 77 2533-4980005 MOBILIZATION FOR ALTERNATE BIOS THISITEM IS TO VARY FROM EACH ALTERNATE TO REFLECT VARIATION IN BID /WORK EFFORT. OTHER UNIT PRICES TO REMAIN CONSTANT. 78 2549- 0001036 PIPE LINING, RESIN, CURED-IN- PLACE, LE 36" UNIT PRICE INCLUDES CLEANING EXISTING PIPE, TELEVISING BEFORE AND AFTER REPAIR, FURNISHING LINING, HANDLING, MATERIALS,INSTALLATION, SEALING LINER ENDS, REINSTATING I SERVICE, BYPASSING SEWAGE. TESTING AND MISCELLANEOUS ASSOCIATED WORK INCLUDING CLEANUP. LENGTH MEASURED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. ENGINEER ESTIMATES I SERVICE TO BE REINSTATED ALONG REACH OF SEWER. REFER TO TABULATION XX ON SHEET XX FOR ADDITIONAL INFORMATION. 112 2552-0000140 VALVE, BUTTERFLY, DIP, 20" IDOT SPECIFICATIONS SECTION 2554 NOT APPLICABLE. REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH VALVE INSTALLED. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO INSTALL VALVE AND VALVE BOX AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. INCLUDES RETAINER GLANDS AND GASKETS. 79 2552-0000140 ROCK EXCAVATION THIS QUANTITY IS INCLUDED TO ESTABLISH A UNIT PRICE FOR THIS WORK IF ENCOUNTERED DURING THE PROJECT. 113 THRU 117 2554 - 0207004 2554 - 0207012 VALVE, GATE, DIP, 4" to 12" IDOT SPECIFICATIONS SECTION 2554 NOT APPLICABLE. REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH VALVE INSTALLED. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO INSTALL VALVE AND VALVE BOX AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. INCLUDES RETAINER GLANDS AND GASKETS. 80 THRU 85 2554 - 0112004 2554 - 0112020 WATER MAIN, TRENCHED, DIP, 4" to 20" IDOT SPECIFICATIONS SECTION 2554 NOT APPLICABLE. REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. WATER DISTRIBUTION PERSONNEL WILL SHUT DOWN THE WATER MAIN ON THE PROJECT AS NEEDED BETWEEN THE HOURS OF 7:00 AM AND 3:30 PM WEEKDAYS. THE CONTRACTOR MUST SCHEDULE THE SHUTTING DOWN OF THE WATER MAIN AT LEAST TWO (2) DAYS IN ADVANCE TO PROPERLY NOTIFY ALL AFFECTED RESIDENCES AND BUSINESSES ABOUT THE INTERRUPTION OF WATER SERVICE. CONTRACTOR MUST VERIFY AT CLOSE OF PROJECT THAT ALL WATER VALVES WITHIN THE PROJECT LIMITS ARE LEFT IN THE CORRECT POSITION. OPEN VALVE: FULLY OPEN MINUS ONE TURN.* CLOSED VALVE: FULLY CLOSED.* GENERAL RULE: SIZE OF VALVE TIMES THREE PLUS THREE. * ** EXAMPLE: 6" VALVE X 3 : 18 + 3 : 21 FULL TURNS. THE CONTRACTOR IS REQUIRED TO INSTALL THE POLYETHYLENE WRAP FOR DIP WATER MAIN ACCORDING TO THE WATER MAIN CONSTRUCTION DETAILS. THE CONTRACTOR WILL BE REQUIRED TO INSTALL COPPER TRACER WIRE (IOAWG, TYPE USE. COLOR -BLUE) ALONG ALL NEW WATER MAIN WITH ACCESS BOX ACCORDING TO THE CONSTRUCTION DETAILS. SPLICE CONNECTION TO BE MADE WITH AN APPROVED UNDERGROUND CONNECTION. CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR SPLICE CONNECTION. THE CONTRACTOR WILL BE REQUIRED TO UTILIZE A NYLON STRAP FOR TRANSPORTING DUCTILE IRON PIPE WATER MAIN INTO THE TRENCH. ALL NEW WATER MAIN, VALVES AND FITTINGS ARE TO BE OF US MADE MATERIALS AND MANUFACTURE. ALL WATER MAIN THAT IS ABANDONED WILL BE REQUIRED TO BE PLUGGED WITH CONCRETE OR CAPPED AND SHALL BE INCIDENTAL TO WATER MAIN INSTALLATION /ABANDONMENT. CONTRACTOR IS RESPONSIBLE TO LEAVE ALL WATER VALVE BOXES REMOVED IN THE PROJECT LIMITS IN A NEAT, CLEAN AND OBSTRUCTION FREE CONDITION. PIPE BEDDING SHALL BE ACCORDING TO CITY OF DUBUQUE 12 -5.00. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND CITY OF OUBUOUE WATER DEPARTMENT PERSONNEL REGARDING WATER MAIN DEWATERING, VALVE OPERATIONS, ETC. THE LINEAR FEET OF EACH SIZE AND TYPE OF WATER MAIN PIPE INSTALLED SHALL BE THE ACTUAL LENGTH MEASURED. NO DEDUCTIONS WILL BE MADE FOR LENGTH MEASURED THROUGH FITTINGS, VALVES, OR OTHER APPURTENANCES. WATER MAIN PIPE DESIGNATED FOR USE AS PRIVATE SERVICE LINE WILL BE PAID FOR SEPARATELY AND NOT UNDER THIS BID ITEM. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO FURNISH AND INSTALL WATER MAIN PIPE AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. EXCAVATION, COMPACTION, PIPE BEDDING, MEGA LUG INSTALLATION, TRACER WIRE, TRACER WIRE ACCESS BOXES, THRUST BLOCKING, WATER MAIN TESTING, DISINFECTION AND ANY NECESSARY DEWATERING SHALL BE INCIDENTAL TO PIPE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEERING STAFF REGARDING THE FINAL WATER MAIN LOCATIONS. INCLUDES CAPS FOR USE FOR ABANDONMENT OF EXISTING WATER MAIN. VALVES, FITTINGS, CAPS FOR USE AT DEAD ENDS OF NEW MAIN WILL BE PAID FOR SEPARATELY. 118 2554-0214000 FIRE HYDRANT ADJUSTMENT REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. 119 2555- 0000010 DELIVER + STOCKPILE SALVAGED MATERIAL MATERIALS TO BE DELIVERED 10 A PREDETERMINED LOCATION FOR THE CITY OF DUBUQUE. LOCATION MAY VARY DEPANDANT UPON MATERIALS. 120 2595 - 7400200 RMVL OF RAILROAD TRACK THIS WORK SHALL CONSIST OF REMOVAL AND SALVAGE OF RAILROAD TRACK FROM THE PROJECT AS IDENTIFIED IN THE PLANS, PRIMARILY LOCATED ON JACKSON STREET. CONTRACTOR SHALL SALVAGE SECTIONS OF STRAIGHT TRACK FOR THE DECORATIVE INSTALLATION ALONG JACKSON STREET. REMAINING TRACK UPON COMPLETION OF THE PROJECT TO BECOME PROPERTY OF THE CONTRACTOR. TRACK SECTION HAS BEEN IDENTIFIED AS XXX SECTION TYPE FOR CONTRACTOR SALVAGE VALUE ESTIMATION PURPOSES. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER LINEAL FOOT OF RAILROAD TRACK REMOVED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EOUIPMENT TO REMOVE RAILROAD TRACK AS REOUIRED PER PLAN. 121 2599- 9999005 DRINKING FOUNTAIN ASSEMBLY REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR ITEM IN THE SPECIFICATIONS DOCUMENT. DRINKING FOUNTAIN SHALL BE MANUFACTURE AND MODEL OR PRIOR APPROVED BY THE CITY AS EQUAL. A LICENSED PLUMBER IN THE CITY OF DUBUQUE MUST OBTAIN A TAPPING PERMIT FROM THE UTILITY BILLING DEPARTMENT, CITY HALL FOR EACH WATER SERVICE TO BE INSTALLED. HIS PERMIT MUST BE OBTAINED TWENTY FOUR (24) HOURS BEFORE SCHEDULED INSTALLATION. REFER TO WATER SERVICE CONNECTION ESTIMATE REFERENCE NOTE FOR ADDITIONAL CITY REQUIREMENTS RELATED TO WATER SERVICE LINE INSTALLATION FOR THIS BID ITEM. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH DRINKING FOUNTAIN ASSEMBLY INSTALLED. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND PERMIT FEES TO INSTALL DRINKING FOUNTAIN ASSEMBLY FROM THE WATER MAIN INCLUDING BUT NOT LIMITED TO THE WATER SERVICE LINE AND CONNECTION TO MAIN, AND DRINKING FOUNTAIN AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. r DESIGN TEAM VEENSTRA & K IMM, INC. I ENGLISH I IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL-2100 (660) - -7s -3 1 SHEET NUMBER C.04 12/17/2010 I2:14:25 PM c: \OGN \Oubuaue \343028 \C Sheets \C.DI.OGN I2 PM ESTIMATE REFERENCE INFORMATION o, 100 I ESTIMATE REFERENCE INFORMATION 1 9B Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. Data listed below is for Informational purposes only and shall not constitute a basis for any extra work orders. ITEM N0. ITEM CODE DESCRIPTION ITEM ITEM CODE DESCRIPTION 122 2599-9999005 FIRE HYDRANT ASSEMBLY REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH HYDRANT ASSEMBLY INSTALLED. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO INSTALL HYDRANT ASSEMBLY TO INCLUDE VALVE, RETAINING GLANDS, ANCHOR BOLTS, CONCRETE PAD, PIPING, AND HYDRANT AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. TEE FITTING ON WATER MAIN TO BE PAID FOR SEPARATELY. 140 THRU 142 2599- 9999005 2599- 9999005 LIGHTING FOOTING. TYPE SM, LIGHTING FOOTING, TYPE SC, LIGHTING FOOTING, TYPE DM THIS WORK SHALL CONSIST OF DESIGN AND INSTALLATION OF LIGHTING FOOTING FOR THE TYPE AND SIZE OF LIGHTING POLE IDENTIFIED. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH LIGHTING FOOTING INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO DESIGN AND INSTALL FOOTING INCLUDING BUT NOT LIMITED TO ENGINEERING, EXCAVATION, DEWATERING, BACKFILL, COMPACTION, AND ANCHOR BOLTS AND ACCESSORIES REQUIRED AS PER PLAN. CONTRACTOR SHALL SUBMIT LIGHTING FOOTING DESIGN PER EACH TYPE AND SIZE OF LIGHTING POLE TO BE INSTALLED. DESIGN SHALL BE CERTIFIED BY A LICENSED ENGINEER REGISTERED IN THE STATE OF IOWA. REFER TO LIGHTING DETAILS WITHIN THE PLANS FOR ADDITIONAL INFORMATION. 123 THRU 129 2599-9999005 2599-9999005 WATER SERVICE CONNECTION, VARIOUS SIZES REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. ALL LIVE WATER TAP INSTALLATIONS WILL BE COMPLETED NO LATER THAN 3:00 PM WEEKDAYS. THE PLUMBING CONTRACTOR MUST FLUSH THE NEWLY -LAID SERVICE LINE AFTER THE CITY WATER DISTRIBUTION PERSONNEL MAKES THE LIVE WATER TAP(S) ON THE WATER MAIN. FLUSHING THE SERVICE LINES MAY BE CONTROLLED AT THE CORPORATION COCK, VALVE, OR THE CURB STOP. FLUSHING MUST OCCUR ON ALL SERVICE LINES WHETHER OR NOT THE PROPERTY OWNER DECIDES TO CONNECT TO THE WATER SERVICE. FLUSHING WILL OCCUR OUTSIDE THE DWELLING AND BEFORE THE NEW SERVICE IS CONNECTED TO THE WATER METER. FLUSHING IS NOT ALLOWED TO OCCUR THROUGH ANY WATER METER. AFTER THE WATER METER IS INSTALLED OR RECONNECTED, CLOSE THE OUTLET SHUT OFF VALVE BY THE METER. OPEN THE INLET SHUT OFF VALVE SLOWLY UNTIL THE METER IS FULL OF WATER. OPEN THE OUTLET VALVE SLOWLY UNTIL AIR IS OUT OF THE METER AND SERVICE LINE. INTRODUCING WATER TOO QUICKLY INTO THE METER WILL DAMAGE THE METER'S INTERNAL COMPONENTS. THE ENTIRE SERVICE CONNECTION MUST BE FILLED SLOWLY WITH WATER TO HELP PREVENT ANY LOOSE PARTICLES INSIDE THE INTERNAL PLUMBING FROM BECOMING WATER BORNE. THE FLOW OF WATER INTO THE WATER SERVICE CAN BE CONTROLLED AT THE CORPORATION COCK, VALVE, OR THE CURB STOP. IN EITHER CASE, DO NOT OPEN ANY VALVE INSTANTANEOUSLY. THIS PROCEDURE WILL PREVENT A WATER HAMMER FROM DAMAGING THE INTERNAL PLUMBING SYSTEM. ADJUSTMENTS TO NEW STOP BOXES TO THE PROPOSED GRADE OF THEIR LOCATION IS CONSIDERED INCIDENTAL TO THE INSTALLATION. PRIVATE WATER SERVICES 4" AND LARGER ON NEWLY CONSTRUCTED MAINS SHALL BE CONNECTED WITH A MANUFACTURED TEE AND GATE VALVE OF MATCHING SERVICE SIZE AT THE MAIN. THE TEE WILL BE PAID SEPARATELY AS A FITTING. THE COST OF THE GATE VALVE IS INCIDENTAL TO THE WATER SERVICE CONNECTION BID ITEM. A LICENSED PLUMBER IN THE CITY OF DUBUQUE MUST OBTAIN A TAPPING PERMIT FROM THE UTILITY BILLING DEPARTMENT, CITY HALL FOR EACH WATER SERVICE TO BE INSTALLED. HIS PERMIT MUST BE OBTAINED TWENTY FOUR (24) HOURS BEFORE SCHEDULED INSTALLATION. TAPPING PERMITS FOR LIVE TAPS 4" AND LARGER MAY BE OBTAINED BY THE EXCAVATING CONTRACTOR. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH WATER SERVICE CONNECTION AND SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO MAKE WATER SERVICE CONNECTION TO NEW MAIN AND EXISTING SERVICE WERE APPLICABLE, INCLUDING CORPORATION COCK, VALVE, CURB STOP, AND STOP BOX AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. TAPPING PERMIT FEES, EXCAVATION, BACKFILLING, COMPACTION, TESTING, DISINFECTION AND ANY NECESSARY DEWATERING SHALL BE INCIDENTAL TO THIS BID ITEM. LINEAR FEET OF WATER SERVICE PIPE WILL BE MEASURED AND PAID FOR SEPARATELY. 143 2599 - 9999005 ABANDON EXISTING VAULTS THIS WORK SHALL CONSIST OF ABANDONMENT OF EXISTING VAULTS UNDER PAVEMENT. VAULTS IDENTIFIED ON THE PLANS AND OTHERS, WHICH THEIR EXISTENCE IS UNKNOWN, SHALL BE ABANDONED BY BACKFILLING WITH GRANULAR BACKFILL. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH VAULT ABANDONED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO ABANDON VAULT INCLUDING BUT NOT LIMITED TO EXCAVATION, DEWATERING, STABILIZING STRUCTURE, BACKFILL, COMPACTION AND PARTIAL STRUCTURE REMOVAL AS REQUIRED FOR PROJECT IMPROVEMENTS. METHODS USED TO STABILIZE STRUCTURE SHALL BE SUBMITTED AND APPROVED BY PROJECT ENGINEER. STRUCTURAL CONCRETE AND STEEL REINFORCEMENT, CONCRETE MASONRY UNITS, STEEL SHEETING OR OTHER MATERIALS USED TO STABILIZE VAULTS AND SEAL BUILDING FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 144 2599- 9999005 FIBER MANHOLE SEE P SHEETS FOR DETAILS 145 2599 - 9999005 TREE GRATE USE EAST JORDAN IRON WORKS (EJIW) TREE GRATE AND FRAME MODEL NUMBER 8691 RECTANGULAR OR SIMILAR. OTHER APPROVED EQUAL MANUFACTURERS ARE DEETER FOUNDRY CO. AND NEENAH FOUNDRY CO. SEE SHEET U.05 FOR.LOCATION AND FURTHER REQUIREMENTS. 146 2599-9999005 TREES SHADE MASTER THORNLESS HONEY LOCUST 'GLEDITSIA TRIACANTHOS VAR. INERMIS' "SHADEWASTER ", 2 l" CACIPER BALL AND BURCAPPED WITH I CENTRAL LEADER. INSTALL IN A PLANTING PIT WITH AT LEAST 4' -0" OF SPECIAL PLANTING SOIL OR STRUCTURAL PLANTING SOIL AS SPECIFIED IN SPECIAL PROVISION 7- STRUCTURAL SOIL. SEE SHEET U.05 FOR TREE LOCATION AND FURTHER REQUIREMENTS. INCLUDES 10 TREES FOR PLACEMENT ALONG TRAIL BETWEEN 5TH AND 7TH AS DIRECTED BY ENGINEER. 147 2599 - 9999005 YARD HYDRANT SEE SPECIAL PROVISIONS OF SPECIFICATIONS. INCLUDES SERVICE LEAD. 148 2599 - 9999005 SANITARY SERVICE, 6" NEW SEWER SERVICE SHALL BE 6" PIPE. MEASUREMENT FOR ITEM IS FOR EACH NEW SERVICE INSTALLED FROM MAIN TO EXISTING CONNECTION AT FACE OF BUILDING. PAYMENT INCLUDES ALL EQUIPMENT, LABOR, AND MATERIALS TO EXCAVATE, REMOVE AND DISPOSE OF EXISTING SERVICE, FITTINGS TO MAKE CONNECTION OF NEW SERVICE AT EXISTING CONNECTION TO MAIN AND EXISTING SERVICE AT FACE OF BUILDING. PIPE BEDDING. BACKFILLING, AND MISCELLANEOUS ASSOCIATED WORK. SEE TABULATION VK -2 ON SHEET C.XX FOR LOCATIONS. PRICE INCLUDE ALL PIPING, APPURTENANCES, LABOR AND FITTINGS TO EXTEND SERVICE TO WITHIN 3 FOOT OF FOUNDATION. ALL PIPING TO MATCH SEWER MATERIAL AND INSTALLATION SPECIFICATIONS. 130 THRU 135 2599 - 9999005 2599-9999005 CONNECTION TO EXISTING WATER MAIN. VARIOUS SIZES REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT, REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. WATER DISTRIBUTION PERSONNEL WILL SHUT DOWN THE WATER MAIN ON THE PROJECT AS NEEDED BETWEEN THE HOURS OF 7:00 AM AND 3:30 PM WEEKDAYS. THE CONTRACTOR MUST SCHEDULE THE SHUTTING DOWN OF THE WATER MAIN AT LEAST TWO (2) DAYS IN ADVANCE TO PROPERLY NOTIFY ALL AFFECTED RESIDENCES AND BUSINESSES ABOUT THE INTERRUPTION OF WATER SERVICE. ALL NEW WATER MAIN, VALVES AND FITTINGS ARE TO BE OF US MADE MATERIALS AND MANUFACTURE. PIPE BEDDING SHALL BE ACCORDING TO CITY OF DUBUQUE 12 -5.00. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND CITY OF DUBUOUE WATER DEPARTMENT PERSONNEL REGARDING WATER MAIN DEWATERING, VALVE OPERATIONS, ETC. FITTINGS SHOWN ON PLANS WILL BE PAID FOR SEPARATELY AS DEFINED IN THE ESTIMATE REFERENCE BID ITEM FOR FITTINGS FOR EACH TYPE AND SIZE. CONNECTION TO EXISTING WATER MAIN BID ITEM INTENDED TO PAY FOR ANY REPAIR COUPLING AND OR TRANSITION COUPLING REQUIRED TO CONNECT TO EXISTING WATER MAIN. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO CONNECT TO EXISTING WATER MAIN PIPE AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. EXCAVATION, COMPACTION, PIPE BEDDING, REPAIR COUPLING, TRANSITION COUPLING, RETAINER GLANDS, THRUST BLOCKING, WATER MAIN TESTING, DISINFECTION AND ANY NECESSARY DEWATERING SHALL BE INCIDENTAL TO THIS BID ITEM. BID ITEM DOES NOT INCLUDE PAYMENT FOR CONNECTION TO EXISTING WATER MAIN WHERE LARGE DIAMETER WATER SERVICE, 4 INCH OR GREATER, IS CONSIDERED A PRIVATE WATER SERVICE, PAYMENT WILL BE MADE UNDER APPROPRIATE BID ITEM. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEERING STAFF REGARDING THE FINAL WATER MAIN LOCATIONS. 149 2599- 9999005 STORM SERIVCE, 6" NEW SEWER SERVICE SHALL BE 6" PLASTIC SEWER PIPE. MEASUREMENT FOR ITEM IS FOR EACH NEW SERVICE INSTALLED FROM MAIN TO EXISTING CONNECTION AT FACE OF BUILDING. PAYMENT INCLUDES ALL EQUIPMENT, LABOR, AND MATERIALS TO EXCAVATE, REMOVE AND DISPOSE OF EXISTING SERVICE, FITTINGS TO MAKE CONNECTION OF NEW SERVICE AT EXISTING CONNECTION TO MAIN AND EXISTING SERVICE AT FACE OF BUILDING, PIPE BEDDING, BACKFILLING, AND MISCELLANEOUS ASSOCIATED WORK. SEE TAB.... ON PAGE C.XX FOR LOCATIONS. PRICE INCLUDE ALL PIPING, APPURTENANCES, LABOR AND FITTINGS TO CONNECT SERVICE TO EXISTING ROOF DRAIN TO EITHER SUBDRAIN OR DRAINAGE STRUCTURE. ALL PIPING TO MATCH STORM SEWER MATERIAL AND INSTALLATION SPECIFICATIONS. 150 2599. 9999009 DECORATIVE RAILROAD TRACK THIS WORK SHALL CONSIST OF INSTALLATION OF RAILROAD TRACK(AS A PAIR) SALVAGED FROM THE PROJECT. CONTRACTOR SHALL REUSE SECTIONS OF STRAIGHT TRACK FOR THE DECORATIVE INSTALLATION ALONG JACKSON STREET. CONTRACTOR IS RESPONSIBLE FOR ALIGNMENT AND GRADE TO MATCH THAT AS INDICATED ON PLANS. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER LINEAL FOOT OF PAIR OF RAILROAD TRACK INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL RAILROAD TRACK INCLUDING BUT NOT LIMITED TO FASTENERS, EXPANSION MATERIAL, AND MISCELLANEOUS ACCESSORIES REQUIRED AS PER PLAN. REFER TO DECORATIVE RAILROAD TRACK DETAILS IN THE U SHEETS AND PLACEMENT IN THE PLANS FOR ADDITIONAL INFORMATION. 151 THRU 157 2599 - 9999009 2599 - 9999009 WATER SERVICE, VARIOUS SIZES REFER TO THE SUPPLEMENTAL SPECIFICATIONS FOR WATER MAINS IN THE SPECIFICATIONS DOCUMENT. REFER TO TABULATIONS XX ON SHEET XX AND DETAILS ON THE U SHEETS FOR ADDITIONAL INFORMATION. THIS WORK CONSISTS OF INSTALLING WATER SERVICE PIPING OF THE SIZES AND TYPES AND AT THE LINES AND GRADES AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND CITY WATER DEPARTMENT PERSONNEL REGARDING WATER MAIN DEWATERING, VALVE OPERATIONS, TAPPING EXISTING WATER MAIN, ETC. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO FURNISH AND INSTALL SERVICE LINES AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER. EXCAVATION, COMPACTION, PIPE BEDDING, WATER SERVICE TESTING, DISINFECTION AND ANY NECESSARY DEWATERING SHALL BE INCIDENTAL TO INSTALLATION. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER LINEAR FOOT OF WATER SERVICE PIPE INSTALLED FROM THE MAIN TO THE ROW. 136 THRU 138 2599 - 9999005 2599-9999005 LIGHTING, TYPE SM, LIGHTING, TYPE SC, LIGHTING, TYPE DM THIS WORK SHALL CONSIST OF INSTALLATION OF LIGHTING FOR THE TYPE AND SIZE IDENTIFIED. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH LIGHTING, TYPE AND SIZE INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL LIGHTING INCLUDING BUT NOT LIMITED LIGHTING POLES, FIXTURES, AND ACCESSORIES REQUIRED AS PER PLAN. REFER TO LIGHTING DETAILS WITHIN THE PLANS FOR ADDITIONAL INFORMATION. 139 2599- 9999005 . LIGHTING, TYPE DC PACKAGE THIS WORK SHALL CONSIST OF DESIGN AND INSTALLATION FOR EACH LIGHTING, TYPE DC SYSTEM. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER EACH LIGHTING, TYPE DC SYSTEM INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO DESIGN AND INSTALL SYSTEM INCLUDING BUT NOT LIMITED TO ENGINEERING OF FOUNDATIONS, FOUNDATIONS (4), LIGHTING POLES (4) AND FIXTURES (5), EXCAVATION, BACKFILL, COMPACTION, CABLE /CATENARY SUPPORTS, AND ACCESSORIES REQUIRED AS PER PLAN. CONTRACTOR SHALL SUBMIT LIGHTING FOOTING AND CATENARY DESIGN CAPABLE TO SUPPORT CENTENARY LIGHTS MEETING THE REQUIREMENTS OF ALL LOCAL, STATE AND FEDERAL CODES. DESIGN SHALL BE CERTIFIED BY A LICENSED ENGINEER REGISTERED IN THE STATE OF IOWA. REFER TO LIGHTING DETAILS WITHIN THE PLANS FOR ADDITIONAL INFORMATION. SEE P SHEETS FOR MORE INFORMATION. 158 2599- 9999009 FIBER DUCT SEE SPECIAL PROVISIONS OF SPECIFICATIONS. CONNECTIONS TO EXISTING SYSTEM OR NEW LIGHT POLE INCIDENTAL TO THIS BID ITEM. 159 2599 - 9999009 TRENCH GRATE USE EAST JORDAN IRON WORKS (EJIW) TRENCH GRATE AND FRAME MODEL NUMBER V- 7396-20 OR SIMILAR. OTHER APPROVED MANUFACTURERS ARE DEETER FOUNDRY CO. AND NEENAH FOUNDRY CO. SEE SHEET U.05 FOR LOCATION AND FURTHER REQUIREMENTS. I DESIGN TEAM VEENSTRA & KIMM. INC. I ENGLISH IOWA DOT • OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.05 ■ I2 PM ESTIMATE REFERENCE INFORMATION 1 0005 I ESTIMATE REFERENCE INFORMATION I 07-15-97 I Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. Oata listed below Is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM N0. ITEM CODE DESCRIPTION ITEM ITEM CODE DESCRIPTION 160 2599 - 9999009 LIMESTONE RET WALL RECLAIMED LIMESTONE WALL PIECES (FULL OR NEAR FULL) TO BE STACKED ON COMPACTED SOIL AS APPROVED BY ENGINEER TO RETAIN 2 FEET OR LESS OF SOIL /PARKING NEAR TRAIL NORTH OF 5TH STREET. PAID ON A RUNNING FOOT OF EXPOSED WALL. LIMESTONE SUPPLIED BY CITY. 173 THRU 174 2599 - 9999018 2599 - 9999018 SIDEWALK PCC 5 ". REV MIX , SIDEWALK PCC 7 ", REV MIX ALL APPLICABLE SPECIFICATIONS APPLY AS NORMAL WALK WITH MIX PROPORTIONS BY VOLUME 22% ASTM tt8 33% #67 LIMESTONE 45% ASTM C33 SAND 590 LB OF TYPE 1 CEMENT W/C < 0.45 20% FLYASH NO SLAG 161 2599.9999010 STORMWATER POLLUTION PREVENTION PLAN THE CONTRACTOR WILL BE REQUIRED TO PROVIDE EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROM REACHING CITY OF DUBUOUE STORM SEWER INTAKES OR ADVERSELY AFFECTING PRIVATE PROPERTY. THE CONTRACTOR WILL BE REOUIRED TO SUBMIT AN EROSION CONTROL PLAN THAT DETAILS HOW THEY WILL CONTROL STORMWATER RUNOFF DURING COMSTRUCTION OF THE PROJECT, IT IS EXPECTED THAT THE PLAN WILL NEED TO ADDRESS STORMWATER CONTROL AS THE CONSTRUCTION PROGRESSES AND HOW THE MEASURES MAY NEED TO CHANGE DEPENDING ON THE NATURE OF THE WORK. THE CONTRACTOR IS REOUIRED TO ACQUIRE A GRADING PERMIT FROM THE CITY OF DUBUQUE PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. MEASUREMENT AND PAYMENT SHALL BE MADE AT THE CONTRACT UNIT PRICE OF LUMP SUM (EROSION CONTROL PLAN - OPERATING PROCEDURES) WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL ALSO INCLUDE ALL LABOR, EOUIPMENT AND MATERIALS TO PREPARE AND MAINTAIN ALL NECESSARY APPROVED AND IMPLEMENTED EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN MEASURES. 175 2599 - 9999020 BEDDING & VOID AGGREGATES (ASTM tt8 WASHED STONE) THIS WORK SHALL CONSIST OF PLACEMENT OF CLEAN WASHED STONE FOR THE PURPOSE OF FILLING VOIDS IN PERMEABLE BLOCK PAVERS AND PROVIDING A BEDDING FOR THE PAVERS AS SHOWN ON TYPICAL DETAILS. MATERIAL: THE AGGREGATE MATERIAL SHALL CONFORM TO THE FOLLOWING: A. *CRUSHED STONE WITH 90% FRACTURED FACES, LA ABRASION 7 40 PER ASTM C 131, MINIMUM CBR OF 80% PER ASTM 0 1883. B. *DO NOT USE ROUNDED RIVER GRAY. C. *ALL STONE MATERIALS SHALL BE WASHED WITH LESS THAN I% PASSING THE NO. 200 SIEVE. GRADATION: THE GRADATION FOR THE BEDDING AND VOID OPENING AGGREGATE SHALL BE AS FOLLOWS: ASTM NO. 8 GRADING REQUIREMENTS BEDDING AND JOINT /OPENING FILLER SIEVE SIZE *PERCENT PASSING 12.5 MM (1/2 IN.) *100 9.5 MM (3/8 IN.) *85 TO 100 4.75 MM (NO. 41 *10 TO 30 2.36 MM (NO. 8) *O TO 10 1.16 MM (NO. 16) *0 TO 5 PREPARATION OF SUBBASE: THE BEDDING AND VOID OPENING AGGREGATE SHALL BE PLACED AND LIGHTLY COMPACT WITH EOUIPMENT, KEEPING EOUIPMENT MOVEMENT OVER STORAGE BED SUBGRADE TO A MINIMUM. SHOULD BEDDING AND VOID OPENING AGGREGATE MATERIAL BE DISTURBED DUE TO CONSTRUCTION EOUIPMENT, THE BEDDING AND VOID OPENING AGGREGATE LAYER SHALL BE LIGHTLY REGRADED BEFORE PLACING THE PAVERS. AGGREGATE SHALL BE PLACED TO GRADES AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL FURNISH ALL MATERIAL FROM SOURCES APPROVED BY THE CITY ENGINEER. PRIOR TO PLACEMENT OF MATERIAL, THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH GRADATION TEST RESULTS OF THE PROPOSED MATERIAL. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER TON (BEDDING AND VOID OPENING AGGREGATE (ASTM u8 WASHED STONE)), WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT MATERIALS, WATERING AND GRADING OF SUB-GRADE TO PLACE BEDDING AND VOID OPENING AGGREGATE AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY CITY ENGINEER. 162 2599-9999014 INSULATION BOARD, 2 INCH THE CONTRACTOR WILL BE REQUIRED TO INSTALL INSULATION BOARD BETWEEN THE PROPOSED STORM SEWER AND WATER MAIN OR BETWEEN THE PROPOSED WATER MAIN AND FINISHED PAVEMENT WHEN THE CLEARANCES ARE AT A MINIMUM. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF INSULATION BOARD, 2-INCH, WHICH SHALL BE COMPENSATED IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO INSTALL INSULATION BOARD AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY THE PROJECT ENGINEER. 163 2599 - 9999014 SAND SETTING BED THIS WORK SHALL CONSIST OF INSTALLATION OF SAND SETTING BED FOR USE AS LEVELING MATERIAL UNDER BRICK PAVERS. THICKNESS GIVEN IS NOMINAL AND IS INTENDED TO BUFFER PAVERS AND CONCRETE BASE. VARIATION IN THICKNESS MAY BE NEEDED TO LEVEL SURFACE OF RECLAIMED HISTORIC PAVERS. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF SAND SETTING BED INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EOUIPMENT TO CONSTRUCT SAND SETTING BED INCLUDING BUT NOT LIMITED TO PLACEMENT, WATERING, COMPACTION, AND GRADING AS SHOWN ON PLANS. INCLUDES FILTER FABRIC. THE CONTRACTOR SHALL FURNISH ALL MATERIAL FROM SOURCES APPROVED BY THE CITY ENGINEER, PRIOR TO PLACEMENT OF MATERIAL, THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH GRADATION TEST RESULTS OF THE PROPOSED MATERIAL. REFER TO U SHEETS FOR ADDITIONAL INFORMATION. REFER TO U SHEETS FOR DETAILS AND SPECIFICATIONS. 164 2599- 9999014 LIMESTONE SUB-SETTING BED THIS WORK SHALL CONSIST OF INSTALLATION OF LIMESTONE SUB-SETTING BED FOR USE AS LEVELING MATERIAL UNDER BRICK PAVERS ALONG DECORATIVE RAILROAD TRACKS PLACED ON JACKSON STREET. THICKNESS GIVEN IS NOMINAL AND IS INTENDED TO BUFFER PAVERS AND CONCRETE BASE. VARIATION IN THICKNESS MAY BE NEEDED TO LEVEL SURFACE OF RECLAIMED HISTORIC PAVERS MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF LIMESTONE SUB-SETTING BED INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO CONSTRUCT LIMESTONE SUB - SETTING BED INCLUDING BUT NOT LIMITED TO PLACEMENT, WATERING. COMPACTION, AND GRADING AS SHOWN ON PLANS. THE CONTRACTOR SHALL FURNISH ALL MATERIAL FROM SOURCES APPROVED BY THE CITY ENGINEER. PRIOR TO PLACEMENT OF MATERIAL, THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH GRADATION TEST RESULTS OF THE PROPOSED MATERIAL. REFER TO U SHEETS FOR ADDITIONAL INFORMATION. 165 2599 - 9999014 POLYMERIC JOINT SAND THIS WORK SHALL CONSIST OF INSTALLATION OF POLYMERIC JOINT SAND FOR USE WITH BRICK PAVERS USED IN NON-PERMEABLE AREAS. BRICK PAVERS STYLES 4 AND 5 (PERMEABLE PAVERS) SHALL NOT RECEIVE POLYMERIC JOINT SAND. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF POLYMERIC JOINT SAND INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL POLYMERIC JOINT SAND INCLUDING BUT NOT LIMITED TO PLACEMENT OF ADDITIONAL JOINT SAND FROM SETTLING AND SEALING OF JOINTS. REFER TO U SHEETS FOR ADDITIONAL INFORMATION. 166 2599 - 9999014 BRICK PAVERS, TYPE I, INSTALLATION ONLY THIS WORK SHALL CONSIST OF INSTALLATION OF RECLAIMED PAVERS. RECLAIMED PAVERS MAY COME FROM A VARIETY OF SOURCES NOT LIMITED TO THOSE REMOVED FROM THIS PROJECT. ADDITIONAL PAVERS, AS REQUIRED FOR USE ON THIS PROJECT. WILL REQUIRE THE CONTRACTOR TO PICKUP AND HAUL FROM PREDETERMINED LOCATIONS WITHIN THE CITY LIMITS. ADDITIONAL EFFORT MAY BE REQUIRED TO LEVEL THESE PAVERS DUE TO THEIR NON-UNIFORM NATURE. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SOUARE FOOT OF PAVERS INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL RECLAIMED PAVERS INCLUDING BUT NOT LIMITED TO PICKUP, HAULING AND CLEANING /PREPARING OF RECLAIMED BRICKS FOR INSTALLATION. SAND SETTING BED, POLYMERIC JOINT SAND AND JOINT STABILIZER (SEALANT) WILL BE PAID FOR IN SEPARATE BID ITEMS. REFER TO U SHEETS FOR ADDITIONAL INFORMATION. 167 THRU 171 2599 - 9999014 2599 - 9999014 BRICK PAVERS, TYPE 2, 3, 4, 5, 6 THIS WORK SHALL CONSIST OF INSTALLATION NEWLY MANUFACTURED PAVERS. MEASUREMENT AND WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF PAVERS INSTALLED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL PAVERS. GRANULAR BASES, SAND SETTING BED, POLYMERIC JOINT SAND AND JOINT STABILIZER (SEALANT) WILL BE PAID FOR IN SEPARATE BID ITEMS. REFER TO U SHEETS FOR ADDITIONAL INFORMATION INCLUDING APPROVED BRICK PAVERS SUPPLIERS. 172 2599- 9999014 REMOVAL OF HISTORIC PAVERS THIS WORK SHALL CONSIST OF REMOVAL OF HISTORIC PAVERS FOR THE PURPOSE OF REINSTALLATION ON THIS PROJECT. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER SQUARE FOOT OF PAVERS REMOVED. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT TO REMOVE, CLEAN, SALVAGE. AND PALLETIZE PAVERS FOR REUSE ON THE PROJECT OR DELIVERY TO THE CITY IF NOT USED. CONTRACTOR SHALL EXERCISE CAUTION TO SALVAGE PAVERS FOR REUSE. DAMAGED PAVERS NOT SUITABLE FOR REINSTALLATION SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY. HANDLING, HAULING, AND DISPOSAL SHALL BE INCIDENTAL TO THIS BID ITEM. INCLUDES REMOVAL OF BASE BELOW. r DESIGN TEAM VEENSTRA & K IMM, INC. ENGLISH I IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660 )- -7s -31 I SHEET NUMBER C.06 r INEDM ITEM CODE 176 2599 - 9999020 Data listed below Is for Informational purposes only and shall not constitute a basis for any extra work orders. DESIGN TERM VEENSTRA & KIMM, INC. ESTIMATE REFERENCE INFORMATION DESCRIPTION I 100 -4B I 07 -15 -97 POROUS AGGREGATE (ASTM 1157 WASHED STONE) THIS WORK SHALL CONSIST OF PLACEMENT OF CLEAN WASHED STONE FOR THE PURPOSE OF A BASE BELOW THE DESIGNATED PAVEMENT SURFACE AS SHOWN ON TYPICAL DETAILS. MATERIAL: THE AGGREGATE MATERIAL SHALL BE CLEAN WASHED STONE. QUALITY: THE COARSE AGGREGATE SHALL BE A OUALITY. GRADATION: THE GRADATION FOR THE POROUS AGGREGATE BASE SHALL BE AS FOLLOWS: ASTM NO. 57 BASE GRADING REQUIREMENTS SIEVE SIZE*PERCENT PASSING 37.5 MM (1 1/2 IN.) *100 25 MM (1 IN.) *95 TO 100 12.5 MM (1/2 IN.) *25 TO 60 4.75 MM (NO. 4) *0 TO 10 2.36 MM (NO. 8) *0 TO 5 PREPARATION OF BASE: THE POROUS AGGREGATE BASE SHALL BE PLACED IN 4 -INCH MAXIMUM LIFTS, LIGHTLY COMPACT EACH LAYER WITH EQUIPMENT, KEEPING EQUIPMENT MOVEMENT OVER THE BASE TO A MINIMUM. SHOULD BASE MATERIAL BE DISTURBED DUE TO CONSTRUCTION EQUIPMENT, THE BASE LAYER SHALL BE LIGHTLY REGRADED BEFORE LAYING THE BEDDING LAYER. AGGREGATE SHALL BE PLACED TO GRADES AS INDICATED ON THE PLANS. TAKE ANY NECESSARY STEPS TO PREVENT SEDIMENT FROM WASHING INTO BEDS DURING SITE DEVELOPMENT. WHEN THE SITE IS FULLY STABILIZED, TEMPORARY SEDIMENT CONTROL DEVICES SHALL BE REMOVED. THE CONTRACTOR SHALL FURNISH ALL MATERIAL FROM SOURCES APPROVED BY THE CITY ENGINEER, PRIOR TO PLACEMENT OF MATERIAL, THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH GRADATION TEST RESULTS OF THE PROPOSED MATERIAL. PLACEMENT OF THE POROUS AGGREGATE BASE SHALL NOT PROCEED WHEN THE SUB-GRADE IS WET OR FROZEN. WHEN THE AGGREGATE CONTAINS FROZEN MATERIAL, WHEN COMPACTION CAUSES UNDULATIONS IN THE BASE OR WHEN WEATHER CONDITIONS WILL HAVE A DETRIMENTAL EFFECT ON THE OUALITY OF THE FINISHED SURFACE. THE SUB-GRADE SHALL BE CHECKED AND APPROVED BY THE CITY ENGINEER FOR A SPECIFIED SECTION PRIOR TO POROUS AGGREGATE BASE PLACEMENT. ANY RUTTING OR DISPLACEMENT OF THE SUB -GRADE DUE TO WEATHER OR CONSTRUCTION OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY ENGINEER. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER TON, POROUS AGGREGATE (ASTM tt57 WASHED STONE), WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT MATERIALS, WATERING AND GRADING OF SUB -BASE TO PLACE POROUS AGGREGATE BASE AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY CITY ENGINEER. ENGLISH IOWA DOT • OFFICE OF DESIGN ESTIMATE REFERENCE INFORMATION I 100-4B I 07.15.97 ITEM ITEM CODE N0. Data fisted below is for Informational purposes only and shall not constitute a basis for any extra work orders. DESCRIPTION 177 POROUS AGGREGATE (ASTM 7+2 WASHED STONE) THIS WORK SHALL CONSIST OF PLACEMENT OF CLEAN WASHED STONE FOR THE PURPOSE OF A STORAGE AREA BELOW THE DESIGNATED PAVEMENT SURFACE AS SHOWN ON TYPICAL DETAILS. MATERIAL: THE AGGREGATE MATERIAL SHALL BE CLEAN WASHED STONE. QUALITY, THE COARSE AGGREGATE SHALL BE A QUALITY. GRADATION: THE GRADATION FOR THE POROUS AGGREGATE SUBBASE SHALL BE AS FOLLOWS: ASTM NO. 2 SUBBASE GRADING REQUIREMENTS SIEVE SIZE *PERCENT PASSING 75 MM (3 IN.) *I00 63 MM (2-1/2 IN.) *90 TO 100 50 MM (2 IN.) *35 TO 70 37.5 MM (1 -1/2 IN.) *O TO 15 19 MM (3/4 IN.)*0 TO 5 PREPARATION OF SUBBASE: THE POROUS AGGREGATE SUBBASE SHALL BE PLACED IN 6-INCH MAXIMUM LIFTS. LIGHTLY COMPACT EACH LAYER WITH EQUIPMENT, KEEPING EQUIPMENT MOVEMENT OVER THE SUBBASE TO A MINIMUM. SHOULD SUBBASE MATERIAL BE DISTURBED DUE TO CONSTRUCTION EQUIPMENT, THE SUBBASE LAYER SHALL BE LIGHTLY REGRADED BEFORE LAYING THE BASE LAYER, AGGREGATE SHALL BE PLACED TO GRADES AS INDICATED ON THE PLANS. FOLLOWING PLACEMENT OF SUBBASE AGGREGATE, THE GEOTECHNICAL FABRIC SHALL BE FOLDED BACK ALONG ALL BED EDGES TO PROTECT FROM SEDIMENT WASHOUT ALONG BED EDGES. THIS EDGE STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE SOILS CONTIGUOUS TO BEDS ARE STABILIZED AND VEGETATED. IN ADDITION, TAKE ANY OTHER NECESSARY STEPS TO PREVENT SEDIMENT FROM WASHING INTO BEDS DURING SITE DEVELOPMENT. WHEN THE SITE IS FULLY STABILIZED, TEMPORARY SEDIMENT CONTROL DEVICES SHALL BE REMOVED. THE CONTRACTOR SHALL FURNISH ALL MATERIAL FROM SOURCES APPROVED BY THE CITY ENGINEER. PRIOR TO PLACEMENT OF MATERIAL, THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH GRADATION TEST RESULTS OF THE PROPOSED MATERIAL. PLACEMENT OF THE POROUS AGGREGATE SUBBASE SHALL NOT PROCEED WHEN THE SUB-GRADE IS WET OR FROZEN, WHEN THE AGGREGATE CONTAINS FROZEN MATERIAL, WHEN COMPACTION CAUSES UNDULATIONS IN THE SUB-GRADE OR WHEN WEATHER CONDITIONS WILL HAVE A DETRIMENTAL EFFECT ON THE DUALITY OF THE FINISHED SURFACE. THE SUB-GRADE SHALL BE CHECKED AND APPROVED BY THE CITY ENGINEER FOR A SPECIFIED SECTION PRIOR TO POROUS AGGREGATE SUBBASE PLACEMENT. ANY RUTTING OR DISPLACEMENT OF THE SUB -GRADE DUE TO WEATHER OR CONSTRUCTION OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY ENGINEER. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER TON, POROUS AGGREGATE (ASTM st2 WASHED STONE), WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. THE CONTRACT UNIT PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT MATERIALS, WATERING AND GRADING OF SUB -GRADE TO PLACE POROUS AGGREGATE SUBBASE AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY CITY ENGINEER. GEOTECH FABRIC INCIDENTAL TO THIS ITEM. 178 179 180 THRU 181 182 2599 - 9999020 2601 - 2639010 2601-2643110 2602 - 0000020 2602-0000050 2602-0000060 SOD REFER TO PLAN SHEETS. FOR ADDITIONAL INFORMATION. FURNISH AND SPREAD 4 -6 INCHES OF TOPSOIL FOR AREA TO BE SODDED. TOPSOIL FURNISH AND SPREAD TO BE PAID AS A SEPARATE BID ITEM. WATER -SOD /SPEC DITCH CNTL /SLOPE PROTECT CONTRACTOR SHALL PROVIDE EQUIPMENT, METHODS OF TRANSPORTATION, WATER TANKER, HOSES, SPRINKLERS, AND THE APPLICATION OF WATER TO PROPERLY WATER THE SODDED AREAS OF THIS CONTRACT. THE CITY OF DUBUQUE WILL PROVIDE THE CONTRACTOR ACCESS TO A METERED HYDRANT ON THE PROJECT FROM WHICH TO PROCURE WATER FOR WATERING SOD. NOT MORE THAN I HOUR SHALL ELAPSE BETWEEN THE LAYING AND INITIAL WATERING OF THE S00. INITIAL WATERING SHALL PROVIDE A THOROUGHLY WET SOD AND SOD BED. WATER ALL SODDED AREAS DURING MAINTENANCE PERIOD AS NECESSARY TO MAINTAIN SOD AND SOIL MOISTURE, TO PROMOTE GROWTH, PROPER ROOTING TO INSURE SOD SURVIVAL, AND TO PREVENT DORMANCY. MEASUREMENT AND PAYMENT WILL BE AT THE CONTRACT UNIT PRICE PER MGAL WHICH SHALL BE COMPENSATION IN FULL FOR ALL COSTS RELATIVE THERETO. APPLICATION RATE IOOGAL /SO PER APPLICATION. SILT FENCE, SILT BASIN CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES PER THE REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION CONTROL PLAN. REFER TO THE STORM WATER POLLUTION CONTROL ESTIMATE REFERENCE NOTE FOR ADDITIONAL INFORMATION. RMVL OF SILT FENCE DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 I SHEET NUMBER C.07 12/17/2010 12:15:39 PM c, \DGN \Oubuque \343028 \C Sheets \C.05.0n 10-22-93 201 -I Lighting Contractor shall check for locations of utilities, drainage structures or other Facilities in the construction area. Any damage to such facilities due to the contractor's carelessness shall be corrected at the contractor's expense. 01 -20 -84 203-1 Plan and profile sheets included in the project are for the purpose of alignment, location and specific directions for the work to be performed under this contract. Irrelevant data on these sheets Is not to be considered a part of this contract. 01.20.84 204-2 All holes resulting from operations of the contractor. Including removal of guardrail posts, Fence posts, utility poles, or foundation studies. shall be Filled and consolidated to finished grade as directed by the engineer to prevent future settlement. The voids shall be filled as soon as practical - preferably the day created and not later than the following day. Any portion of the right-of -way or project limits (including borrow areas and operation sites) disturbed by any such operations shall be restored to an acceptable condition. This oper- ation shall be considered incidental to other bid items in project. 01.20.84 212-1 Sounding and test boring data shown on plans were accumulated for designing and estimating purposes. Their appearance on the plan does not constitute a guarantee that conditions other than those indicated will not be encountered. 10-29.02 213 -I It shall be the contractor's responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated Into the work involved on this project. These areas shall not impact wetlands or "Waters Of The U.S." No payment for overhaul will be allowed for material hauled to these sites. No material shall be placed within the right-of -way, unless specifically stated In the plans. 10 -27 -98 213-4 The contractor shall apply necessary moisture to the construction area and haul roads to prevent the spread of dust. Refer to Article 1107.07 of the current Standard Specifications for additional details. 04 - 30.02 213 Unless otherwise directed or authorized, all hot mix asphalt and other bituminous materials which are not specifically addressed or described In the contract documents shall become the property of the contractor. The contractor, in accordance with current rules and regulations of the Iowa Department of Natural Resources, may: 1. With the approval of the Engineer, blend or otherwise process the material for use with shoulder or special backfill aggregate, for use on the project. 2. With the approval of the Engineer, place with material In areas designated by the Engineer as Soil Aggregate Subbase without extra charge. 3. Remove the material from the project and stockpile for the contractor's future use. 01-20 -84 221-3 Estimated quantity for new concrete pavement includes all integral curb, all street returns and special areas of repairs to connecting pavements. 01 -20 -84 221 -4 In order to avoid any unnecessary surface breaks or premature spelling, the contractor is cautioned to exercise extreme care when performing any of the necessary saw cutting operations for the proposed pavement removal. 12-08 -95 222 -1 Special care shall be taken when forming at Intersections so that the profiles and elevations shown on the cross sections, street return profile sheets, and staking diagram sheets are obtained. Short lengths of forms or Flexible forms may be necessary at these locations. 07 -16-91 223 -17 Existing P.C.C. pavement shall be recycled into granular subbase. Excess material shall become the property of the contractor and disposed of as per Standard Notes 213 - I. Virgin material shall be furnished for any shortage of recycled material required to reach the plan quantity and shall be paid for at contract unit price. The estimated quantity is based on 135 lb. /c.f. in - place density. 01 -20 -84 232 -5 The contractor shall not disturb desirable grass areas and desirable trees outside the construction limits. The contractor will not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) will be subject to the approval of the resident engineer. 06-07 -94 232 -8 The top six (6) Inches of the disturbed areas shall be free of rock and debris and shall be suitable for the establishment of vegeta- tion, subject to the approval of the Engineer, 10 -28 -97 232 -10 The contractor Is expected to have materials, equipment, and labor available on a daily basis to install and maintain erosion control features on the project. This may involve seeding, silt fence, rock ditch checks, silt basins, or silt dikes. 01 -19 -88 251-1 The contractor shall be responsible to maintain access to individual properties during construction. Relocated access shall be completed to individual properties prior to removal of existing access. IF the permanent access cannot be completed prior to removal of the existing access, the contractor shall provide and maintain an alternate access. Temporary Granular Surfacing will be paid for as a contract item or by extra work. 06 -22 -84 251 -2 The contractor Is hereby notified that removal of any existing traffic markers, warning devices or guardrail barriers shall be scheduled subject to the approval of the Engineer. The contractor may be required to place temporary warning devices at certain locations where replace- ment features are not installed the same day during which any such removals take place. 01-09 -90 252-1 Blading and shaping as well as any other incidental work in prepar- ation for any maintenance of temporary crossing or detours shall be considered Incidental to other work on the project. Additional surfacing needed for temporary crossings or detours during con- struction shall be furnished and spread at contract price. POLLUTION PREVENTION PLAN 110-12 All contractors /subcontractors shall conduct their operation in a manner that minimizes erosion and prevents sediments from leaving the roadway right-of -way. The prime contractor shall be responsible for compliance and implementation of the Pollution Prevention Plan (PPP) for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. 1. SITE DESCRIPTION This Pollution Prevention Plan (PPP) is for 4th and 5th Avenues from Main Street to Broad Street and for Main Street and Broad Street from 4th Avenue to 5th Avenue in City of Dubuque, Dubuque County, Iowa. This PPP covers approximately 8.1 acres with an estimated 6.3 acres being disturbed. The PPP is located In an area of imperviously surfaced area in a Central Business District. The estimated average SCS runoff curve number for this PPP after completion will be 98. Refer to City of Dubuque Millwork District Plans for location of typical slopes, grades, and major structural and non - structural controls. A copy of this plan will be on File at the project engineer's office. Runoff from this work will flow into various storm sewers tributary to the North English River. POTENTIAL SOURCES OF POLLUTION: Site source of pollution generated as a result of this work relate to silts and sediment which may be transported as a result of a storm event. However, this PPP provides conveyance for other (non- project related) operations. These other operations have storm water runoff, the regulation of which Is beyond the control of this PPP. Potentially this runoff can contain various pollutants related to site - specific land uses, Examples are: Commercial and I ndustrial Activities: Runoff from commercial. Industrial, and commerce land use may contain constituents associated with the specific operation. Such operations are subject to potential leaks and spills which could be commingled with run -off from the Facility. Pollutants associated with commercial and industrial activities are not readily available since they are typically proprietary. 2. CONTROLS Prior to beginning grading, excavation or clearing and grubbing operation, silt fence shall be placed along the perimeter of the areas to be disturbed at locations where runoff can move off site. Vegetation in areas not needed for construction shall be preserved. As areas reach their final grade, additional silt fences shall be installed as specified in the plans and /or as required by the project engineer. This will include using silt fence as ditch checks and to protect intakes. 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. No more than 70,000 square feet of exposed erodible area is allowed In any one grading spread without permission of the project engineer. Other stabilizing methods shall be used outside the seeding period. POLLUTION PREVENTION PLAN 110-12 This work shall be done In accordance with Division 26 of the Standard Specification. If the work involved Is not applicable to any contact Items, the work shall be paid for according to Article 1109.03 paragraph B. As the work progress, additional erosion control items such as silt fence, ditch checks and other appropriate measures shall be Installed by the paving or erosion control contractor as determined by the engineer after field investigation. The construction will be completed with the establishment of permanent vegetation of all pervious disturbed areas by the erosion control contractor. 3. OTHER CONTROLS Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulation. In the event of a conflict with other governmental laws, rules and regulation, the more restrictive laws, rules or regulation shall apply. APPROVED STATE OR LOCAL PLANS: During the course of this construction, it Is possible that situations will arise where unknown materials will be encountered, When such situation are encountered, they will be handled according to all federal, state, and local regulation in effect at the time. 4. MAINTENANCE The contractor is required to maintain all temporary erosion control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. Cleaning of silt control device shall begin when the features have lost 50% of their capacity. 5. INSPECTIONS Inspections shall be made jointly by the contractor and the contracting authority every seven calendar days and after each rain that Is 0.5" or greater. The contractor shall immediately begin corrective action on all deficiencies found. The Findings of this inspection shall be recorded in the project diary. This PPP may be revised based on the findings of the inspection. The contractor shall implement all revisions. All corrective actions shall be completed within 3 calendar days of the Inspection. 6. NON DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains), and slope drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone or erosion stone. TRAFFIC CONTROL PLAN 1 108 -23A I l 10-29-02 TRAFFIC WILL BE DETOURED AWAY FROM THE CONSTRUCTION ZONES ONLY AS REQUIRED FOR CLOSURES ON A BLOCK BY BLOCK BASIS.STAGING OF CONSTRUCTION AND SIGNAGE WILL CONFORM TO THE STAGING PLAN ON SHEET J.01 AND J.02 OF THIS PLAN SET. SAFETY CLOSURES AND SAFETY FENCING ARE PART OF THIS PLAN AND ARE PAID FOR AS SEPARATE ITEMS. CONTRACTOR AND SUBCONTRACTOR EMPLOYEES TO PARK OFF SITE AS MUCH AS PRACTICAL. COMPANY VEHICLES NECESSARY FOR CONSTRUCTION ACTIVITIES MAY PARK WITHIN THE CONSTRUCTION ZONE. NO PARKING OUTSIDE THE CONSTRUCTION ZONE WILL BE PERMITTED. STALLS OUTSIDE THE CONSTRUCTION ZONE WITH IN THE DISTRICT ARE FOR BUSINESS OWNERS, OPERATORS, AND THEIR PATRONS. IOWA DOT HIGHWAY SIGNAGE WILL BE REQUIRED TO BE MAINTAINED ON PERMANENT OR TEMPORARY POLES AND RESTORED FOLLOWING WORK ON 9TH AND IITH STREETS, DESIGN TEAM VEENSTRA & KIMM, INC. I ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.08 12/17/2010 12:15:53 PM c: \OGN \Oubuaue \347028 \C Sheets \C.05.dpn LIST OF INTAKES AND UTILITY ACCESSES LIST OF STORM SEWER PIPE I 104-5B * For RA -70 MODIFIED I Number Type or Standard Road Plan Extension Length * (Feet) Granular Backfill (Tons) Notes Line Number Intake /Utility Access No. Class D. PIPe (Inc es) Length (Feet) Slope Flow Lines Granular B (T nfs)I PI e Sheet No. Elevation Elevation Elevation ation From To I SW -501 BASE BID IA RF-21 12" X 15" RCP TEE BASE BID P -I 1 IA 2000 15 16 BASE BID 2 SW -501 BASE BID P -1A IA 4 2000 15 47 BASE BID 3 SW-501 BASE BID P -2 2 3 2000 15 22 BASE BID 4 SW-402 BASE BID P -3 3 4 2000 15 21 BASE BID 5 SW -501 TYPE 0 GRATE BASE BID 5 6 2000 15 22 BASE BID 6 SW -501 TYPE 0 GRATE BASE BID p 6 6 7 2000 15 132 BASE BID 7 SW -403 BASE BID P -8 8 9 2000 15 30 BASE BID 8 SW-501 BASE BID P -9 9 12 2000 15 34 BASE BID 9 SW -501 TYPE 0 GRATE BASE BID P -10 10 11 2000 15 40 BASE BID 10 SW-501 BASE BID P - 11 11 12 2000 15 30 BASE BID II SW-501 BASE BID P -12 12 15 2000 18 157 BASE BID 12 SW -402 BASE ID P -14 14 15 2000 15 28 BASE BID 13 SW -402 BASE BID P-15 15 19 2000 18 147 BASE BID 14 SW 501 TYPE 0 GRATE BASE BID P-I6 16 18 2000 15 18 BASE BID 15 SW -501 TYPE 0 GRATE BASE BID P -17 17 18 2000 15 26 BASE BID 16 SW -501 BASE BID P - 1 8 18 19 2000 15 37 BASE BID 17 SW -501 BASE BID P - I 9 19 22 2000 24 22 BASE BID 18 SW -403 BASE ID P - 20 20 21 2000 15 36 BASE BID 19 SW 403 BASE BID P-21 21 22 2000 15 119 BASE BID 20 SW-501 BASE BID P - 22 22 24 2000 24 137 BASE BID 21 SW-501 BASE BID P - 23 23 24 2000 15 29 - BASE BID 22 SW -403 BASE BID P - 2 4 24 26 2000 24 72 BASE 810 23 SW -501 BASE BID P - 25 25 26 2000 15 29 BASE BID 24 SW -403 BASE BID P - 26 26 - -- 2000 24 82 BASE BID 25 SW-501 BASE BID P - 2 7 27 29 2000 15 24 BASE BID 26 SW -403 BASE ID P-28 28 29 2000 15 12 BASE BID 27 SW -501 BASE BID P-30 30 31 2000 15 36 BASE BID 28 SW -501 BASE BID P - 31 31 32 2000 15 44 BASE BID 29 SW -402 P -33 33 35 2000 15 20 30 SW-501 BASE BID P-34 34 35 2000 15 14 ALT 1 31 SW -501 BASE BID P-36 36 - 2000 15 8 BASE BID 32 SW-403 BASE BID P-37 37 - 2000 15 16 BASE BID 33 SW -501 ALT 1 P - 38 38 --- 2000 15 8 BASE BID 34 SW -501 ALT I P-39 39 2000 15 8 BASE BID, 35 SW -403 ALT I P-40 40 42 2000 15 8 BASE BID 36 SW -501 BASE BID P -41 41 42 2000 15 40 BASE BID 37 SW-501 BASE BID P -43 43 51 2000 15 II BASE BID 38 SW -501 BASE BID P -44 44 - -- 2000 15 6 BASE BID 39 SW -501 BASE BID P-45 45 - - 2000 15 6 _ BASE BID 40 SW -501 BASE BID P-47 47 48 2000 15 32 BASE BID 41 SW-501 BASE BID P-48 48 2000 15 6 BASE BID 42 SW -402 BASE BID P -49 49 2000 15 6 BASE BID 43 SW -501 BASE BID P - 5I 51 - -- 2000 15 16 BASE BID 44 SW-501 BASE BID P -52 52 - -- 2000 15 14 BASE BID 45 SW -402 BASE BID P-53 53 34 2000 15 34 BASE BID 47 SW-501 BASE BID P 54 - -- 2000 15 6 BASE BID 48 SW -501 BASE BID P-55 55 - 2000 15 6 BASE BID 49 SW -402 BASE BID P-56 56 2000 15 12 BASE BID 51 SW -402 BASE BID P-57 57 2000 15 8 BASE BID 52 SW -501 BASE BID P-58 58 58A 2000 15 20 ALT 3 53 SW -501 BASE BID P-59 59 2000 15 8 ALT 3 54 SW -501 BASE BID P - 60 60 - -- 2000 15 2 ALT 3 55 SW-501 BASE BID P 61 - -- 2000 15 6 ALT 3 56 SW-501 BASE BID P-62 62 2000 15 6 ALT 3 57 SW -501 BASE BID P-63 63 - -- 2000 15 8 ALT 3 58 SW -501 ALT 3 P -64 64 - -- 2000 15 8 ALT 3 58A SW -402 ALT 3 P 65 65A 2000 15 15 ALT 2 59 SW -501 ALT 3 P 66 66A 2000 15 14 ALT 2 60 SW -501 ALT 3 P-67 67 2000 15 6 ALT 2 61 SW -501 ALT 3 P - 68 68 - -- 2000 15 42 ALT 2 62 SW -501 ALT 3 63 SW -501 ALT 3 64 SW -501 ALT 2 65 SW -501 ALT 2 65A SW -402 ALT 3 66 SW -501 ALT 2 66A SW-402 ALT 3 67 SW -501 ALT 2 68 SW -501 ALT 2 DESIGN TEAM 12/17/2010 12:16:34 PM c: \OGN \Oubuuue \343029 \C Sheets\r..D9 VEENSTRA & K IMM, INC. einn ENGLISH I IOWA DOT OFFICE OF DESIGN I I DUBUQUE COUNTY PROJECT NUMBER ESL-2100 (660)--7s-31 I SHEET NUMBER C.09 LIST OF INTAKES AND UTILITY ACCESSES LIST OF STORM SEWER PIPE 104-58 I MODIFIED I Type or Road Plan Extension (Feet) Granular (Tons) Line Number Intake /Utility Class ' Pipe Inches) Length (Feet) (Feet) i Sheet No. Notes Elevation Elevation B (Tons) I From To 69 SW -501 BASE BID 70 SW 501 BASE BID P -69 69 - -- 2000 15 6 BASE BID 71 S14-501 ALT 7 P -70 70 --- 2000 15 12 BASE BID 71A SW 402 ALT 7 P -7I 71 --- 2000 15 12 ALT 7 72 SW -501 ALT 7 P -72 72 --- 2000 15 8 ALT 7 72A SW 402 ALT 7 P -73 73 --- 2000 15 12 ALT 8 73 SW -501 ALT 8 P -75 75 - -- 2000 15 8 ALT 2 74 SW -501 ALT 2 75 SW-501 ALT 2 NOTES: NOTES: 1) CONCRETE C(LLARS TO CONNECT TO EXIST NG PIPET ARE CONS DEREO INCIDENTAL TO (ONSTUCTIOJ. )) ALL INTAKES SHALL HAY: A BOTTOM JELL DEPT4 A MINIMLM 4' BELOW 17 0RM GRAD= 2) PIFES CONNE;TED TO EXISTING INTAKES?MINHOLE WILL BE PAI) FOR EACH CONNECTION TYPE. 3. PIFES SHALL, BE CONSTRUCTED J1TH A MINIMUM 0.5% SLOPE UNLESS NOTE( IN THE PL%NS. • 108 -29 TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS HODIF I ( ROAD IDENTIFICATION LOCATION y ^ ejoa BIKE LANE 6‘.. REMARKS STATION SIDE BASE BID JACKSON 101 +50 R X JACKSON 101 +70 L X JACKSON 103 +46 R X JACKSON 103 +66 L X JACKSON 104 +80 R X JACKSON 105 +00 L X JACKSON 106 +66 R X JACKSON 106 +86 L X JACKSON 107 +94 R X JACKSON 108 +14 L X JACKSON 109 +80 R X JACKSON 110 +00 L X JACKSON 111 +20 R X JACKSON 111 +40 L X JACKSON 113 +06 R X JACKSON 113 +26 L X 10TH STREET 10 +75 L X 10TH STREET 10 +75 R X 10TH STREET 12 +50 L X 10TH STREET 12 +50 R X 10TH STREET 14 +00 L X 10TH STREET 14 +00 R X 10TH STREET 15 +25 L X 10TH STREET 15 +25 R X 10TH STREET 16 +75 L X 10TH STREET 16 +75 R X 10TH STREET 18 +25 L X 10TH STREET 18 +25 R X 10TH STREET 19 +50 L X 10TH STREET 19 +50 R X • 10TH STREET 21 +00 L X 10TH STREET 21 +00 R X 10TH STREET 22 +26 R X 10TH STREET 22 +46 L X 10TH STREET 22 +75 R X 10TH STREET 22 +85 R X 10TH STREET 23 +40 L X 10TH STREET 23 +50 L X DESIGN TEAM VEENSTRA & KIMM, INC. l ENGLISH I IOWA DOT • OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s-31 I SHEET NUMBER C.10 12 PM c: \OGN \D ubuq ue \303028 \C Shee TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS 1 108 -29 I HOO IFIEO ROAD IDENTIFICATION IOTH STREET 10TH STREET IOTH STREET 10TH STREET 10TH STREET 10TH STREET 10TH STREET 10TH STREET 10TH STREET 10TH STREET WASHINGTON WASHINGTON WASHINGTON WASHINGTON WASHINGTON WASHINGTON WASHINGTON WASHINGTON ALTERNATE I WASHINGTON WASHINGTON WASHINGTON WASHINGTON ALTERNATE 2 E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET ALTERNATE 3 E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET E. 9TH STREET ALTERNATE 5 ELM STREET ELM STREET ELM STREET ALTERNATE 6 E. IITH STREET E. 11TH STREET E. 11TH STREET E. 11TH STREET E. 11TH STREET E. IITH STREET LOCATION STATION 23 +80 24 +00 25 +12 25 +32 25 +45 25 +55 26 +07 26 +17 27 +10 27 +30 208 +25 208 +45 208 +80 208 +90 209 +40 209 +50 209 +80 210 +00 211 +15 211 +35 213 +05 213 +25 39 +40 39 +40 42 +20 42 +20 31 +00 31 +00 32 +06 32 +16 32 +38 34 +00 34+00 34 +90 35 +18 35 +45 36 +60 36 +60 304 +00 304 +22 304 +44 62 +40 62 +40 65 +24 65 +24 68 +30 68 +45 SIDE R L R L R R L L R L R L R R L L R L R L R L L R L L R R R R L R R R L R L L L L L R L R F1 X X X X X X . NT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BIKE LANE PED X X X X AHEAD OE X X x CCHOOL NINC X X X X REMARKS DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C. 1 1 12/17/2010 12:17:39 PM c: \OGN \Dubuque \343028 \C Sheets \C.09.40 1 PM 108-22 TABULATION OF PAVEMENT MARKINGS I 1 MODIFIED 02 Broken Center Line (Yellow) 05 No-Possing Zone Line (Yellow) 0 Edge Line Right (White) 09 Dotted Line (White) pI Chemelizing Line (White) ® Stop Line (White) ® Yellow Curb ® Perking Line (Includes No Perking Meer 0 Double Center Line (Yellow) © Broken Lene Line (White) 80 Edge Line Left (Yellow) ® Solid Lone Line (White) () Chennehung Line (Yellow) 0 Crosswalk Line (White ® W Curb LOCATION LENGTH (In Stations) REMARKS IDENTIFICATION STATION TO STATION SIDE O O O © O O qO 10 O 12 13 14 15 @)I 17 L R BASE BID __ JACKSON 101 +20 X X .65 JACKSON 101 +27 X .12 JACKSON 103 +83 X .12 JACKSON 104 +20 X .24 JACKSON 104 +20 X .34 JACKSON 104 +20 X .12 JACKSON 104 +20 X .12 JACKSON 103 +90 X X .48 JACKSON 104 +50 X X .50 JACKSON 104 +57 X .12 JACKSON 107 +07 X .12 JACKSON 107 +14 X .48 JACKSON 107 +40 X .46 JACKSON 107 +40 X .48 JACKSON 107 +70 X X .48 JACKSON 107 +77 X .12 JACKSON 110 +23 X .12 JACKSON 110 +30 X X .48 JACKSON 110 +90 X X .48 JACKSON 110 +97 X .12 JACKSON 113 +52 X X .48 10TH 10 +34 TO 12 +90 2.56 LOTH 10 +34 TO 12 +90 X 2.56 IOTH 10 +34 TO 12 +90 X 2.56 10TH 12 +92 X X .52 10TH 13 +22 X .56 10TH 13 +22 X .55 10TH 13 +52 X X .52 10TH 13 +54 TO 15 +76 2.22 10TH 13 +54 TO 15 +76 X 2.22 • IOTH 13 +54 TO 15 +76 X 2.22 10TH 15 +78 X X .57 10TH 15 +05 X .36 10TH 15 +05 X .36 10TH 16 +34 X X .56 10TH 16 +41 X .12 IOTH 16 +36 TO 18 +60 2.24 10TH 16 +36 TO 18 +60 X 2.P4 10TH 16 +36 TO 18 +60 X 2.P4 IOTH 18 +55 X .12 10TH 18 +62 X X .52 10TH 18 +92 X .52 10TH 18 +92 X .52 10TH 19 +18 X X .56 10TH 19 +25 X .12 10TH 19 +20 TO 21 +42 2.22 10TH 19 +20 TO 21 +42 X 2.22 IOTH 19 +20 TO 21 +42 X 2.22 10TH 21 +37 X .14 10TH 21 +44 X X .56 10TH 22 +02 X x .48 10TH 22 +09 X .12 10TH 22 +04 TO 23 +04 1.00 IOTH 23 +26 TO 24 +22 .96 10TH 24 +92 TO 25 +70 .38 10TH 25 +92 TO 28 +20 2.28 WASHINGTON 207 +72 X X - .46 WASHINGTON 207 +79 X .12 WASHINGTON 207 +74 TO 209 +04 1.30 WASHINGTON 209 +26 TO 210 +24 .98 LENGTH SUBTOTALS 11.36 4.78 18.48 1.82 13.15 DUANTITY FACTORS .25 2 1 .25 1 1 .33 1 2 2 6 1.5 1.0 TOTAI S 2,84 1.20 30.96 10.92 19.73 DESIGN TEAM VEENSTRA & KIMM, INC. I __ -.'. _ ENGLISH I IOWA DDT • OFFICE OF DESIGN I DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.12 1 PM 02 Broken Center Line (Yellow) No•Pessing Zone Line (Yellow) 0 Double Center Line (Yellow) © Broken Lane Line (White) TABULATION OF PAVEMENT MARKINGS © Edge Line Right (White) 09 Dotted Line (White) Q Edge Line Left (Yellow) ® Solid Lane Line (White) II Cherneliting Line (White) ® Stop Line (White) ® Chernelizing Line (Yellow) ® Crosswalk Line (White ® Yellow Curb ® White Curb 1 108 -22 I MODIFIED ® Perking Line (Includes No Perking Area). LOCATION ROAD IDENTIFICATION ALT I WASHINGTON WASHINGTON WASHINGTON ALT 2 E. 9TH 38 +86 E. 9TH E. 9TH E. 9TH E. 9TH ALT 3 E. 9TH E. 9TH E. 9TH E. 9TH & IOWA E. 9TH & IOWA E. 9TH & IOWA E. 9TH & IOWA E. 9TH E. 9TH E. 9TH E. 9TH E. 9TH E. 9TH & CENTRAL E. 9TH & CENTRAL E. 9TH E. 9TH E. 9TH E. 9TH E. 9TH ALT 4 E. 8TH E. 8TH ALT 5 E. 10TH E. 10TH E. 10TH STATION TO STATION 213 +45 213 +52 210 +96 TO 213 +50 LENGTH SUBTOTALS QUANTITY FACTORS TOTALS 38 +86 38 +86 39 +10 39 +12 TO 41 +44 LENGTH SUBTOTALS QUANTITY FACTORS TOTALS 30 +20 TO 32 +93 31 +26 TO 32 +93 32 +93 33 +00 33 +30 33 +30 33 +30 33 +30 33 +75 33 +77 TO 35 +73 34 +56 TO 35 +73 35 +73 35 +80 36 +06 36 +06 36 +30 36 +32 TO 38 +54 38 +54 38 +61 LENGTH SUBTOTALS OUANTITY FACTORS TOTALS 50 +27 50 +34 LENGTH SUBTOTALS QUANTITY FACTORS TOTALS 28 +22 28 +30 28 +30 SIDE L X X X X X X X X X X X X X X X X R X X X X X X X X X X X X X X X X X X X X X LENGTH (In Stetionsl 2,54 2.54 .25 .64 2.54 .25 .64 .25 .25 O O 2 1 2 1 2 1 2 1 .25 2.32 .25 0.58 2.73 1.96 2.22 6.91 .25 1.73 .25 O 1 1 1 1 1 1 1 1 .33 .33 .33 .33 1 1 1 1 O O 2 2 2 2 1,67 1.17 2.84 2 2 5.68 2 2 13 .12 .12 6 .72 .24 .24 6 1.44 .34 .24 .20 .30 .24 1.32 6 7.92 . 12 . 12 6 .72 . 28 14 .48 .48 1.5 .72 .48 .48 .48 1.44 1.5 2.16 1.02 .80 1.08 .60 .60 .48 .48 .48 .48 6.02 1.5 9.03 .48 .48 1.5 .72 16 D 1.0 1 .0 1.0 1.0 REMARKS E. 11TH E. 11TH 303 +66 TO 304 +76 300 +50 TO 306 +46 LENGTH SUBTOTALS QUANTITY FACTORS TOTALS .25 2 1 4.96 4.96 .25 1.24 1 1 .33 1 1.10 1.10 2 2 2.20 . 28 6 1.68 .56 .56 1.12 1.5 1.68 1.0 DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 I SHEET NUMBER C. 13 12/17/2010 I2i18:34 PM c: \OGN \Dubuque \343028\C Sheets\C.)3.dpn 108.22 TABULATION OF PAVEMENT MARKINGS 1 HOWIE ) I 02 Broken Center Line (Yellow) 05 Ho-Passing Zone Line lYellowl 0 Edge Line Right (White) 09 Dotted Line (White) II Chennelicing Line (White) (1) Stop Line (White) ® Yellow Curb ® Parking Line (Includes No Parking Areal. 03 Double Center Line (Yellow) © Broken Lone Line (White) 08 Edge Line Left (Yellow) ® Solid Lae Line (White) 0 Chennehung Line (Yellow) CC) Crosswalk Line (White is White Curb LOCATION LENGTH (In Stations) REMARKS ROAD TION IDENTIFICATION STATION TO STATION SIDE O O O O TT O O 10 O O 13 14 15 16 17 L R ALT 6 E. 11TH 60 +37 X X . 72 E. 11TH 60 +44 X .18 E. 11TH 60 +39 TO 62 +56 2.17 E. 11TH 62 +58 X X .72 E, 11TH 63 +10 X X .72 E. 11TH 63 +12 TO 65 +40 2.28 E. 11TH 65 +42 X X .80 E. 11TH 65 +96 X X .80 E. 11TH 65 +98 TO 69 +76 3.78 LENGTH SUBTOTALS 8.23 .18 3.76 QUANTITY FACTORS .25 2 1 .25 1 1 .33 1 2 2 6 1.5 1.0 TOTALS 2.06 _ 1.08 5.64 ._. ALT 7 JACKSON 114 +06 X X .46 JACKSON 114 +13 X .12 LENGTH SUBTOTALS _ -_ .12 .48 OUANTITY FACTORS .25 2 1 .25 I I .33 1 2 2 6 1.5 1.0 TOTALS _._ .72 .72 ALT 8 WASHINGTON 214 +06 X X .48 WASHINGTON 214 +13 X .12 LENGTH SUBTOTAL .12 .48 DUANTITY FACTORS .25 2 I .25 1 1 .33 1 2 2 6 1.5 1.0 TOTALS .72 .72 102 - 13A TABULATION OF UTILITIES I 1 10-29 -02 POWER: ALLIANT ENERGY GAS: BLACK HILLS CABLE: MEDIACOM TELEPHONE: OWEST CITY: CITY OF DUBUOUE • DESIGN TEAM VEENSTRA & KIMM, INC. wn7i1mn .e., o..o nu _.. neu. n. ,,.._.._ I ENGLISH I IOWA DOT • OFFICE OF DESIGN I OUBUQUE COUNTY I PROJECT NUMBER ESL-2100 (660) - -7s -3 1 I SHEET NUMBER C.14 LIST OF SANITARY SEWER PIPE I VK -2 I 12-14.10 Line Number P - 50I P -502 P -503 P -504 P -504A P -505 P -506 P -506A P -507 P -50B P -508A P -508B P -509 Intake/Utility Access No. From 501 502 503 504 505 506 507 508 509 To 503 503 503A 506 504 506 506 508 510 508 508 510 Class '0' Pipe Diameter (Inches) 12 12 12 12 12 12 12 12 12 24 12 24 12 Length of Line (Feet) 141.5 226 284 307 60 293.9 153.7 55 241.6 327 30 5 141.9 Slope 0.22 0.22 0.22 0.22 0.22 0.40 UAC 0.22 0.06 UAC UAC 0.22 Flow Lines Inlet Elevation 596.93 597.12 596.52 600.00 600.38 599.97 596.23 594.70 595.80 Outlet Elevation 596.62 596.62 595.90 599.32 600.25 599.32 599.07 595.70 595.49 595.40 594.70 595.49 Other Elevation Granular Backf i ll (Tons) Pipe Profile Sheet No. M.15 M.05 H.15.M.16 M.06 M.17 M.06,M.07 M.09 M.09 M.09,M.10 N.II M.09 M.II M.17 Notes CIPP LINING; SEE TAB VK-16 ON SHEET C.13 ALT 4 BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE REMOVAL OF PIPE < 36' VK-12 I 12.12.10 LOCATION JACKSON & 7TH JACKSON & 7TH JACKSON & 9TH JACKSON & 9TH JACKSON & 9TH JACKSON & 9TH JACKSON & 9TH -10TH JACKSON & 10TH JACKSON & IDTH JACKSON & 10TH JACKSON & 10TH JACKSON & IDTH JACKSON & 10TH JACKSON & 10TH JACKSON & I0TH -11TH WASHINGTON & 9TH WASHINGTON & 9TH WASHINGTON & 9TH WASHINGTON & 9TH -10TH WASHINGTON & 10TH WASHINGTON & 10TH WASHINGTON & 10TH WASHINGTON & 10TH WASHINGTON & 10TH WASHINGTON & IDTH WASHINGTON & 10TH WASHINGTON & 11TH CENTRAL & 9TH CENTRAL & IDTH WHITE & 10TH DESCRIPTION 47 LF OF STORM SEWER 45 LF OF STORM SEWER 45 LF OF STORM SEWER 34 LF OF STORM SEWER 28 LF OF STORM SEWER 34 LF OF STORM SEWER 317 LF OF STORM SEWER 41 LF OF STORM SEWER 10 LF OF STORM SEWER 25 LF OF STORM SEWER 37 LF OF STORM SEWER 20 LF OF STORM SEWER 38 LF OF STORM SEWER 55 LF OF SANITARY SEWER 244 LF OF STORM SEWER 5 LF OF STORM SEWER 5 LF OF STORM SEWER 10 LF OF STORM SEWER 327 LF OF SANITARY SEWER 30 LF OF SANITARY SEWER 5 LF OF SANITARY SEWER 40 LF OF STORM SEWER 27 LF OF STORM SEWER 14 LF OF STORM SEWER 8 LF OF STORM SEWER 32 LF OF STORM SEWER 12 LF OF STORM SEWER 10 LF OF STORM SEWER 20 LF OF STORM SEWER 20 LF OF STORM SEWER DISPOSAL BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID ALT 2 ALT 2 ALT 2 BASE BID BASE BID BASE BIO BASE BID BASE BIO BASE BID BASE BID BASE BID ALT I ALT 3 BASE BID BASE BID STORM SEWER SERVICES I VK-6 12-25-04 STREET I) WASHINGTON 10TH JACKSON R/L 21 4/6 10/14 Q/7 TOTAL BASE 50 ALT 1 2 ALT 2 2 ALT 3 4 ALT 4 2 COMMENTS 9TH TO 11TH MAIN TO ELM 7TH TO IITH REMOVAL OF EXISTING STRUCTURES l 110-2 I I 10-13-72 LOCATION 101 +18, 30' L 101 +64, 15' R 103 +97, 30' L 104 +43. 39' L 107 +07, 19' R 107 +07, 19' L 107 +16, 30' L 107 +37, 12' L 107 +65, 31' L 110 +28. 21' L 110+28, 18' R 110 +41, 33' L 110 +56. 12' L 110 +80, 34' L 110 +94, 19' L 110 +94. 19' R 114 +10, 19' L 114 +12, 19' R 210 +42, 28' L 210 +47. 35' L 210 +76, 35' L 210 +77, 33' L 213 +47, 8' R 213 +50, 19' L 15 +67, 32' L 15 +72, 20' R 15 +83. 34' R 16 +28, 35' R 18 +54, 18' L 18 +55. 19' R 18 +70. 33' L 18 +70, 34' R 19 +10, 35' L 35 +70, 22' L 35 +83, 44' R 38 +69, 32' R 214 +15, 20' L 44 +08, 26' L 44 +08, 23' R 210 +77, 15' R 12 +90, 17' L 12 +82, 20' R 13 +02, 34' L 13 +40. 33' L 16 +29, 19' L 16 +31, 19' R 32 +95, 20' L 36 +25, 32' L 36 +25, 32' R 38 +56, 25' R 38 +56. 23' L 207 +32, 1' R 210 +59, 3' R DESCRIPTION INTAKE INTAKE INTAKE INTAKE INTAKE MANHOLE (STORM) INTAKE MANHOLE (STORM) INTAKE INTAKE INTAKE INTAKE MANHOLE (STORM) INTAKE INTAKE INTAKE INTAKE INTAKE MANHOLE (STORM) INTAKE INTAKE MANHOLE (STORM) INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE MANHOLE (SANITARY) MANHOLE (SANITARY) DISPOSAL BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID ALT 7 ALT 7 BASE BID BASE BID BASE BID BASE BID ALT 1 ALT I BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID ALT 3 ALT 3 ALT 2 ALT 8 ALT 2 ALT 2 BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID BASE BID ALT 3 ALT 3 ALT 3 ALT 3 ALT 3 BASE BID BASE BID DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER C.15 12/17/2010 12:19:01 PM c: \OGN \Dubuque \343028 \C Sheete \C.13.0n 12/17/2010 12:19,18 PM c, \OGN \Dubuque \313028 \C Sheets \C.I3.dpn CURED IN PLACE PIPE LINER SEWER CURED IN PLACE PIPE LINER SEWER 10 -15-08 I la -15-08 LOCATION LENGTH REPAIR LOCATION LENGTH REPAIR ' P -506 153.7 12" CIPP LINED SEWER; OPEN I ACTIVE SERVICE CITY TO PROVIDE METER TO MEASURE AMOUNT OF WATER USED BY CONTRACTOR FOR LINING PROCESS; PROVIDE 24 HOURS NOTICE TO CITY PERSONNEL PRIOR TO NOTES: LINING. CONTRACTOR WILL BE CHARGED FOR WATER. WATER FOR SEWER CLEANING MAY BE OBTAINED FROM THE CITY WATER TREATMENT FACILITY. CONNECTION TO I) DESIGN INFORMATION: A FIRE HYDRANT IS NOT PERMITTED. CONTRACTOR WILL BE CHARGED FOR WATER. DESIGN OF CURED-IN -PLACE PIPE LINING: REQUIRED STRUCTURAL CIPP WALL THICKNESS TO BE BASED ON MINIMUM PHYSICAL PROPERTIES AS STATED 2) MATERIALS: RESIN IMPREGNATED CURED-IN -PLACE PIPE (CIPP): HEREINAFTER AND IN ACCORDANCE WITH GUIDELINES IN THE APPENDIX OF INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR THIS ASTM F1216 WITH THE FOLLOWING DESIGN PARAMETERS: LINING PROCESS AND ASTM F1216 UNLESS NOTED OTHERWISE. - DESIGN SAFETY FACTOR: 2.0. COMPLETE PRELIMINARY WORK AS SET FORTH HEREINBEFORE BEFORE INSTALLATION. - REDUCTION FACTOR FOR LONG TERM EFFECTS (APPLIED TO FLEXURAL PRIOR TO INSTALLING CURED-IN-PLACE PIPE LINING, COMPLETE ALL SEWER MODULUS): 50%. SERVICE REPAIRS AND REPLACEMENTS AND ALL SPOT REPAIRS IN THE SEWER RUN -OVALITY FROM INITIAL CROSS SECTION: AS VISUALLY DETERMINED, BUT NOT TO BE LINED. LESS THAN 5%. TUBE TO BE RESIN IMPREGNATED. HYDRAULICALLY INVERTED IN PLACE WITH -ENHANCEMENT FACTOR, K: 7,0 APPROVED LUBRICANT, AND CURED IN PLACE AS PER ASTM F1216, SECTION 7. -GROUNDWATER DEPTH (ABOVE INVERT): 10' ABOVE INVERT. CONTINUOUS BETWEEN MANHOLES AND MAY SPAN SEVERAL MANHOLES REACHES -SOIL DEPTH (ABOVE CROWN): MAKE FIELD VERIFICATION. AS ALLOWED BY THE EOUIPMENT, PROPERTIES OF CIPP AND SIZE AND CONDITION -LIVE LOAD: HS20. OF SEWER. -DESIGN CONDITION: FREE OF UNCURED SPOTS. LIFTS (SPOTS CURED AWAY FROM THE SEWER, AND -FOR INITIAL EVALUATION AND BIDDING OF WORK: ASSUME EXISTING DELINEATIONS); REMOVE AND REPLACE. CONDITION OF LINE TO BE FULLY DETERIORATED CLAY PIPE. SERVICE CONNECTIONS: -AFTER INITIAL VIDEO RECORDING OF PROPOSED REPAIR LOCATION IS -NO SANITARY SERVICE TO BE LEFT UNCONNECTED FOR MORE THAN 12 HOURS. COMPLETE PROVIDE A WRITTEN RECOMMENDATION TO OWNER WHETHER - COMPLETE RECONNECTIONS WITHOUT EXCAVATION USING REMOTELY CONTROLLED DESIGN CONDITION FOR ACTUAL REPAIRS SHOULD BE BASED ON PARTIALLY CUTTING DEVICE MONITORED BY TELEVISION CAMERA INSIDE SEWER MAIN, DETERIORATED CONDITION OR BASED ON FULLY DETERIORATED CONDITION. RECOMMENDATION BASED ON CONTRACTORS OBSERVATIONS AND EXPERIENCE; 3) TESTING: OWNER WILL MAKE FINAL DETERMINATION OF DESIGN CONDITION TO BE CURED-IN -PLACE PIPE: APPLIED. - ASSURE THAT RESIN DOES NOT MIGRATE BY GRAVITY AFTER TUBE INSERTION STATE PROPOSED CIPP WALL THICKNESS IN WRITTEN RECOMMENDATION TO OWNER. AND TUBE /RESIN THICKNESS REMAINS ESSENTIALLY CONSTANT AFTER TUBE RESIN IMPREGNATED TUBE FOR CURED-IN - PLACE PIPE (CIPP): INSERTION AND DURING CURING. - GENERAL: COMPLY WITH ASTM F1216 EXCEPT AS MODIFIED HEREIN. -TEST IN ACCORDANCE WITH ASTM FI216 -8.1. -PIPE: - PREPARE ONE TEST TAB OF SUITABLE SIZE FOR EACH TUBE INSERTED WITH A -ONE OR MORE LAYERS OF FLEXIBLE NEEDLED FELT OR EQUIVALENT LENGTH OF 100' OF GREATER; TAB SHALL BE OF SAME MATERIAL, THICKNESS NON -WOVEN MATERIAL. AND RESIN AS TUBE INSTALLED; APPLY SAME PRESSURE TO TAB AS IS - STRETCH MATERIAL TO FIT IRREGULAR PIPE AND NEGOTIATE BENDS. APPLIED TO TUBE AFTER INSERTION AND ALLOW TAB TO CURE IN SAME -OUTSIDE LAYER PLASTIC COATED WITH A TRANSLUCENT FLEXIBLE CONDITIONS AND ENVIRONMENT. MATERIAL; NO DELAMINATION OF PLASTIC COATING. - PROVIDE TAB TO ENGINEER FOR TESTING AND EVALUATION. - FABRICATED TO A SIZE WHEN INSTALLED WHICH WILL TIGHTLY FIT LENGTH WITHOUT JOINTS. 4) PUBLIC NOTIFICATION: - PROPERTIES: THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN SERVICE USAGE CIPP TEST MINIMUM THROUGHOUT THE DURATION OF THE PROJECT. IN THE EVENT THAT A SERVICE PROPERTIES METHOD VALUE WILL BE OUT OF SERVICE, THE MAXIMUM AMOUNT OF TIME OF NO SERVICE SHALL BE 12 HOURS FOR ANY PROPERTY SERVED BY THE SEWER. A PUBLIC NOTIFICATION FLEXURAL STRENGTH D790 4.000 PSI PROGRAM SHALL BE IMPLEMENTED, AND SHALL AS A MINIMUM, REQUIRE THE FLEXURAL MODULUS OF ELASTICITY 0790 400,000 PSI CONTRACTOR TO BE RESPONSIBLE FOR CONTACTING EACH HOME OR BUSINESS TENSILE STRENGH 0638 2.000 PSI CONNECTED TO THE SANITARY SEWER AND INFORMING THEM OF THE WORK TO BE CONDUCTED, AND WHEN THE SEWER WILL BE OFF -LINE. THE CONTRACTOR SHALL -RESIN AND CATALYST: UNSATURATED, STYRENE-BASED, THERMOSET RESIN AND ALSO PROVIDE THE FOLLOWING: CATALYST SYSTEM OR AN EPDXY RESIN AND HARDENER THAT IS COMPATIBLE. - WRITTEN NOTICE TO BE DELIVERED TO EACH HOME OR BUSINESS DESCRIBING -CURED PIPE DIMENSIONS: THE WORK, SCHEDULE. HOW IT AFFECTS THEM, AND A LOCAL TELEPHONE - NOMINAL INTERNAL DIAMETER OF EXISTING PIPE: 10 "/6 ". NUMBER OF THE CONTRACTOR THEY CAN CALL 10 DISCUSS THE PROJECT OR -FIELD VERIFY DIAMETER AND LENGTH. ANY PROBLEMS WHICH COULD ARISE. -ONE CONTINUOUS LENGTH WITHOUT JOINTS. - PERSONAL CONTACT AND ATTEMPTED WRITTEN NOTICE THE DAY PRIOR TO THE BYPASSING SEWAGE. BEGINNING OF WORK BEING CONDUCTED ON THE SECTION RELATIVE TO THE -PLUG LINE AT A POINT UPSTREAM OF PIPE TO BE REHABILITATED IF RESIDENTS AFFECTED. BYPASSING IS REQUIRED TO COMPLETE WORK. - PERSONAL CONTACT WITH ANY HOME OR BUSINESS WHICH CANNOT BE -PUMP FLOW TO DOWNSTREAM POINT OR ADJACENT SYSTEM AS DIRECTED BY RECONNECTED WITHIN THE TIME STATED IN THE WRITTEN NOTICE. ENGINEER. - PROVIDE PUMP AND BYPASS LINES OF ADEOUATE CAPACITY. - PROVIDE ADEQUATE RESERVE PUMPS ON SITE FOR EMERGENCY USE. OBSTRUCTIONS. -IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE LINE OF OBSTRUCTIONS SUCH AS SOLIDS AND ROOTS. IF PRE INSPECTION REVEALS AN OBSTRUCTION SUCH AS A DROPPED JOINT, OR A COLLAPSE THAT WILL PREVENT REHABILITATION THAT WAS NOT EVIDENT ON THE PRE -BID VIDEO AND IT CANNOT BE REMOVED BY CONVENTIONAL SEWER CLEANING EQUIPMENT, THEN THE CONTRACTOR SHALL MAKE A POINT REPAIR EXCAVATION TO UNCOVER AND REMOVE OR REPAIR THE OBSTRUCTION. SUCH EXCAVATION SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO THE COMMENCEMENT OF THE WORK AND THE LIST SHALL BE ESTABLISHED BY CHANGE ORDER NEGOTIATIONS. DESIGN TEAM VEENSTRA & KIMM, INC. I ENGLISH ( IOWA DOT • OFFICE OF DESIGN 1 DUBUQUE COUNTY I PROJECT NUMBER ESL-2 100 (660)- -7s -31 I SKEET NUMBER C.16 12/17/2010 12:19,18 PM c, \OGN \Dubuque \313028 \C Sheets \C.I3.dpn WATER SERVICES VK -3 VK-2 I UTILITY ACCESS (SANITARY) SANITARY SEWER SERVICES I 12-2514 1.3.82 112.14.16 STREET R/L 2) COMMENTS NUMBER LOCATION TYPE OR STANDARD ROAD PLAN RIM ELEV. BOTTOM WELL ELEV. BACKFILL NOTE STATION PROPOSED SIZE EXISTING SIZE APPROX LENGTH (LFI CONNECT TO EXISTING COMMENTS JACKSON 2/9 LOCATION PER CITY %,, 1.5" - 2 3 WASHINGTON 1/0 SEE M SHEETS 501 51 +43.09, 15.0' R SW-303 596.43 SHEET M.15 ALT 4 10TH 1/0 SEE M SHEETS 502 106 +30.96 SW-301 SW-301 596.62 596.02 SHEET M.O6 SHEET M.05,M.15 BASE BASE 2" 1 11TH 1/0 SEE M SHEETS 503 104 +04.76 ? 6 503A 55 +69.36 SW -303 594.0 +/- SHEET M.16, VERIFY EXISTING ELEVATION OF BASE 4" 3 24" SEWER, ALLOW NO GREATER THAN 6" 10 TOTAL L. 14 504 107 +54.18, 7,0' L SW-301 599.50 SHEET M.O6,M.17 BASE 8" 2 505 113 +55.04, 7.0' L SW-203 599.97 SHEET M.07,M.13 BASE 506 110 +61.12, 7,0' L SW -301 598.57 SHEET M.06,M.09 BASE 507 27 +02.90, 1.0' R SW -301 595.73 SHEET M.10 BASE 508 24 +61.26, 1.3' R SW -301 594.20 SHEET M.09,M.1I BASE 509 43 +15.59, 7.2' R SW-301 595.30 SHEET M.17 BASE 510 207 +31.92, 1.0' R SW -303 593.99 SHEET M.I1,M.17 BASE NOTE: AT THE TIME OF PL..N ADJUST IN FIELD ACCORDING SET PRODUCTION; TO ItTERSECTION RIM ELEVATIONS ETAILS HAD ON TH: NOT BEEN SOLVED. "L" SHEETS. DESIGN TEAM VEENSTRA & KIMM. INC. 9 /17 /9fl1fl 17:10,55 PM ,. \f1f.N\ff.F.......\9n9f12t1sf` C,.....sf` ,9 d.... ENGLISH I IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER (660)- -7s -31 SHEET NUMBER C.17 OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS I REMOVE HISTORIC PAVERS, CLEAN, PALLETIZE PROTECT EXISTING WINDOW WELL WALLS AND AND READY FOR REINSTALLATION INTO PROJECT. TOPS. REMOVALS AS NEEDED BY OTHERS. 22 REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. Z\ REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION AS SPECIFIED. A s , REMOVE LIMESTONE CURB. 4\ REMOVE PAVEMENT. 5� REMOVE SANITARY MANHOLE. 10 PRESERVE / PROTECT EXISTING STEPS. REMOVE EXISTING STORM MANHOLE / INTAKE. A PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. 20 +00 12•5 55 PAVING REMOVAL LIMITS REMOVE ROCK SURFACING PRIOR TO EXCAVATION. REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. MI 0 20 40 E 10TH STREET — REMOVAL I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER 0.0 1 I REVISED 12 -17 -2010 11:52AM BJL C: \ 343020 \ 34328 . pro o ° N • Z a MODIFY EXISTING RAILING TO MEET NEW PAVING GRADE 0 A A A A ADJUST HYDRANT REMOVE HISTORIC PAVERS, CLEAN. PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. REMOVE LIMESTONE CURB. REMOVE PAVEMENT. REMOVE SANITARY MANHOLE. OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS N PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. B REMOVE EXISTING STORM MANHOLE / INTAKE. PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. 28 +00 : a dm E 1O-TH STREET REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT EXISTING PAVEMENT FOR TIE -IN. mm 5) PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. 0 20 40 E 10TH STREET — REMOVAL DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER D.02 I REVISED i2-17-2010 II:52AM BJL C: \343020 \3432B.pro A A A A A REMOVE LIMESTONE CURB. REMOVE PAVEMENT. REMOVE SANITARY MANHOLE. REMOVE HISTORIC PAVERS, CLEAN. PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS 6 PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. A PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. REMOVE EXISTING STORM MANHOLE / INTAKE. // PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. 0 20 40 JACKSON STREET — REMOVAL I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBERI ESL -2100 (660) - -7s -31 I SHEET NUMBER D.03 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34328. pro A A A A A REMOVE HISTORIC PAVERS, CLEAN, PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. REMOVE LIMESTONE CURB. REMOVE PAVEMENT. REMOVE SANITARY MANHOLE OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. REMOVE EXISTING STORM MANHOLE / INTAKE. A PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. REMOVE GRASS / TURF AREA AS REQUIRED. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. 0 20 40 JACKSON STREET — REMOVAL DESIGN TEAM Ve e n s t r a & K i mm, Inc. I ENGLISH DUBUQUE COUNTY I PROJECT NUMBERI ESL -2100 (660) - -75-31 I SHEET NUMBER D.04 I REVISED 12 -17 -2010 11:52A01 BJL C: \34302B \3432B.pro REMOVE HISTORIC PAVERS, CLEAN. PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. 2� REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. A s , REMOVE LIMESTONE CURB. 4A REMOVE PAVEMENT. z/A REMOVE SANITARY MANHOLE. OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS V tO Q N O .+ i F N • 111 d. AT URAL-. PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. � 7 PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. REMOVE EXISTING STORM MANHOLE / INTAKE. PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. REMOVALS FOR WATER MAIN 10.11 M. PLAYTEi 0 REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. 20 40 JACKSON STREET — REMOVAL I DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -75 -31 I SHEET NUMBER 0.05 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34328.pro A A. A A A REMOVE HISTORIC PAVERS. CLEAN, PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. REMOVE LIMESTONE CURB. REMOVE PAVEMENT. REMOVE SANITARY MANHOLE. OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS 6 PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. A PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. REMOVE EXISTING STORM MANHOLE / INTAKE. PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. ADJUST HYDRANT 0 20 40 WASHINGTON STREET — REMOVAL DESIGN TEAM Veenstra 6 Kimm, Inc . I ENGLISH 1 DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER D.06 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34328. pro REMOVE HISTORIC PAVERS, CLEAN. PALLETIZE AND READY FOR REINSTALLATION INTO PROJECT. REMOVE, SALVAGE AND READY RAILS FOR REINSTALLATION INTO PROJECT. REMOVE TIES AS NEEDED. BACKFILL AREA AS SPECIFIED. REMOVE LIMESTONE CURB. REMOVE PAVEMENT. REMOVE SANITARY MANHOLE. OTHER BASE BID AND ALTERNATE REMOVALS ARE ALSO SHOWN ON C, E AND M SHEETS o ( � 0 IL) O N _ OLO FIRE SERVICE NOT ACTIVE �✓ (VERIFY WITH OWNER) PROTECT EXISTING WINDOW WELL WALLS AND TOPS. REMOVALS AS NEEDED BY OTHERS. A PROTECT EXISTING DOCKS AND STAIRS. NEW CONNECTIONS TO BE CONSTRUCTED BY OTHERS. REMOVE EXISTING STORM MANHOLE / INTAKE. PROTECT AND WATERPROOF STEAM LINE / TUNNEL AS REQUIRED. PRESERVE / PROTECT EXISTING STEPS. WASHINGTON =STREET REMOVE GRASS / TURF AREA AS REQUIRED. REMOVE ROCK SURFACING PRIOR TO EXCAVATION. 0 REMOVE FOOTING AND BUILDING DEBRIS AS NEEDED FOR CONSTRUCTION. PROTECT MONITORING WELL AND ADJUST TO FINISHED GRADE AS REQUIRED. PROTECT EXISTING PAVEMENT FOR TIE —IN. 20 40 WASHINGTON STREET — REMOVAL I DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH I O U BU Q UE COUNTY I PROJECT NUMBERI ESL -2100 (660) --7s-31. I SHEET NUMBER D.07 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \3432B.pro 0 1 wer,A15 ; 41C) 7 El II IN III I i I 1 11 0 n [ : ' CM, il a PI STA. 18+89.37 H PCC SIDEWALK - REV. MIX N=3659298.02 Isl H SEE U SHEETS FOR DETAILS E=5685579. 19 \ =OD 34 LF OF 15' - - --- R • , - AC - 31 CI PI 21+73. STA. 12= PI STA. 110+60.36 N=3659411.36 E=5685839.33 26.0 LF OF 15' RCP @ 0.50 % 40001 0 CP-1 IMMO m 1111 mi : CEO I 3 All \ !O i4Via,c9i ".•, 1111" 0 - 4:1) CP-7 mmg 1.1111 'it NM I / / MEM. 211111111111 MI NM MEM Mil MI NM MNI■MENIIMIEN MN ILIN EMI MPII MINI NS IMiN111/111•111.. NN EL • II NEM 1 FIVIIIIIIII1p0 - NIMIA IU NM MI Mil• MN IM AI IIIIIIIMIIMMIIIIIIHMII - • / i 6 klEEE1 MEIN MN WM MN NM MEI 115: ENE • MIMI Ir. ME MI II i MPL3111111 =ME MINIENTNIEMNI•11717ri•••77.11101 RIMINI ME EMU EMIE MEM MEM EN ME O ILIIIEN MIN IN NMI NM annum Nam AL larrikiny MEER WINMIW mmumvaaro ,,, .k. • NMI II E•111W/111MINI t•118111d INP2iin 1_%1 EINE La NM NN NNE NNE II NN NN NI Ems NANN . i ... 1 II E EL I w ■I N MINN . \Z!!!till : IMMIMEMIk. 1-1-5.'n11007`.' .m■ , NM OMB MI= MI IN= MI NA WIN fin11111111M NM AWILIMIMIMM MI gar 101 \ , / ' -- [MEM' 1 ' i. I WA 6 - __ _ e- ....■ . I 30 .,, 2+1 1 I - E .10 H 20+00 21+00 ill 4;:gil - I 2 5 - H uzNwal - -BC , # \\\\\ • WED .2-1.5- .2- 0 ' " I . --5 -I-- . .,_, .. SS fECORATIVE WALK SPEC. . ' 1 SS SS I 55 SS 1 4h 10TH ... TREET . M I kal._1111rinuralig /11•111111Emissoime17.1.11...irmi 41111111111M- 41111k M ' oo +ota v i mams LIBRE 0 • moommarminumar • AminpaggLi. psennam • ■ p Adi -,a.i• MI lmill ir ''' '' MN EM NE MEM NIIINIMMor I • on. • ins 1 iislism • N7 411 N witiiwww,r...isriii,iispailoy • Ira raiiiiiraoimiss m MN MB 111•111 MEE mr Niummucvaggwimer-thvim isionwail sillibl 1 EmEk mignigy =mu •• ammo urn i• EtIGILIERM NM EN 1-11111 IB IlI• r . -..,...=..= "11 EN M , OM 1/111111.Lmi, id.ma MINImu BIM NW EummonViWr ss ANIIIMIt' ili "'" '-' i 'MIMI= uniElffir 111W 4 isommis 111\ mmismmimam IRE am mum M. mmi um En ri -V. ./- /- CM CO JACKSON STREET 0 SEE SHEET L.01 FOR GRADES AND SHEET L.05 FOR DETAILS • .. ___. • 18.0 LF OF 15' RCP @ 0.50 % p x. A REV. MIX WALK GEED 1 I MIKAN 14 LF OF 15* RCP @ UAC % . I l i H 1 I I ' I I 1 0 I CM I I 6 LF OF 15", 8 LF OF 15" I 625 620 615 610 605 600 595 590 585 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL/ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD INV=YERIFY E INV=604.911 INV-604.87 S INV = VERIFY (W) 20+00 21+00 01 Cu -F Cu co a 0 0 IL Cu Cu Cu to a to cr -o ea ID 37 LF OF 15' RCP @ UAC % INV602.20 E) INV&601.45 W) INV601.45 S) INV=600.95(N) V of 0 ID -0.77 % CII 03 ID a ID a IS Cu Cu N N 0 CI ID CS a SEE L.05 FOR INTERSECTION DETAILS 119 N 0 LDO 111 03 0 0 -((ID CU )DJ LF OF 15" RCP @ 1.0 % ID (P-21 N 0 N ID N ID LOW PT St a 22+80.91 LOW PT ELEV 607.27 K 38.9 LVC 100.00 0 CO 0 cn Cu N co 0 ID Cu 20 ------------ INV603.49(5) INV=603.39(W) Cu 0 CS Cli Cli 4o ■-• Cu Cu I- > 0. co ID ID Ui co CD CD Cu N N ID CS 0 Cu N a ID 22+00 23+00 SEE U SHEETS FOR WALK AND PAVER DETAILS 36 LF OF i6 ' RCP @ 0.5 % (OUT OF SECTION) N a NV=603.67(N) 600 Cu V N a 625 620 615 610 605 595 590 ID 585 DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) ---7s-31 I SHEET NUMBER 0.08 I REVISED 12-17-2010 SIAM BJL M 34302M4326. pro PT 22+80.91 SEE SHEET L.01 FOR GRADES ;: ■ I '^ I ■-i S AND SHEET L.06 FOR DETAILS li 1E ai ® ■i y II wr.�•l1u Imo i ii •�■ ■•W hIlllilbyn r�I Ir0■AN q ;Famu11....' ■I lii r 01 'CI• �/ L i�� . ■ l■� J.1I111.W.E 1 ` iIi!� ■ ■ ■ ■..I._ ■ mum mu: f..� u! e. l■i'�ME1 I■ Jp upU -.A ■■ . . ■ : : C' : :E:u..• IIII 11011111111.11.1. E■ .IE ■■ ■■ i� a mi i L. !S.. C.7 �� ■ - ■■ 'J;C.n...... . ....C: :Zni!1'. to NM MI mim an IS EN f0 W W a!, F.) 11111111•111 .. ■m.9 1i.Ll� .■� •1)1!: E . IIIi1I.®..li■■I■■■ .1 loam■ •• ■■ saw mina �I.. ■■■ ■i ■ ■ i ■ it nea [ ( majja ii■ ■■ ■■ ■I111.1ur.l1III m R Enu �E •• •'! !=-"i +3 ii■ 1k�1.....N( ■■.Na. ■■ ■• NMI WEil%111I w !I• ■ti .i MEW Ai.miEm I ■1..0. ■■ FM u W �i■■ ■ \ �� il0■ CP -3 • �! L • Wflii TUNNEL: PROTECT STRUCTURE: am LW!! WATERPROOF ROOF BEFORE Im PAVING OPERATIONS \ .. UM \ ° I \ \ • STORM SEWER MANHOLE -1 ABANDON: MAINTAIN \ THROUGH FLOW 625 620 615 610 605 600 .,zTrzn. 'IMAM 111 rAll E . u .0 i® .... iiiliu i � " t ` y • MI --V' . III. I li 595 590 585 PI STA. 24 +57.48= PI STA. 210 +60.22 N= 3659524.54 E= 5686100.19 PAVE SIDEWALK TO MATCH TOP OF 4TH EXISTING STEP (EL 608.31): MODIFY RAIL TO MATCH 0.75 % In ui 0 LO m m m N 0 0. co to N 0 m APPROXIMATE LOCATION STEAM TUNNEL i-II PT Sta 24 +13.91 HI PT ELEV 608.03 3( 43.0 LVC 75.00 I0 ui 0 IO O m m 24 +00 n 01 ■ • r co IE INV = 603.39 (E) INV;.599t (N. S) In 10 o O n CU- 1 010 2< I rmal- O w w¢ m CO LO m N 10 N I n 10 LOW PT Sta 24 +91.82 LOW PT ELEV 607.59 K 25.3 LVC 75.00 44 LF RCP @ In to 0) N UI OF 15" 1.00% CO 0 10 CO n 0 U) L-36 LF 0 RCP @ 0 (OUT OF INV = 603.88 INV = 603.78 V m 0 S W 0 to m 15 " 5 0 % SECTION) N In 0 IO SEE U SHEETS FOR WALK AND PAVER DETAILS i HI PT Sta 25 +89.30 HI PT ELEV 606.56 K 22.7 LVC 75.00 INV= 604.06 0 m nl CO ID 0 + ID I] N II > 0 J W N) m m m In n m .1 LO 0 0 0 10 0] 10 co m 0] 25 +00 26 +00 co m 0 10 STA. 27 +77.51 20.57' RT N= 3659632.56 NOTES: E= 5686402.14 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY DF THE CONTRACTOR 7. ALL REMOVED PURINGTDN PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 10 m 0 co n 0 0) O m to 1.33% CD 0] a 0 m n CD 1 DROP CURB / ` I CU ci co 01 Iri 0 I0 a 0 N ID ui m PI STA. 26 +62.93 N= 3659685.34 E= 5686472.39 .i 0 ID Cr) ui CO STA. 27 +79.80 15.18' LT N=3659666.31 E=5666390.05 27 +00 28 +00 0 20 40 625 620 615 610 605 600 595 590 565 I DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER D. 09 I REVISED 12 - 17 - 2010 11:51AM BJL C: \343028 \34328.pro 625 620 615 610 605 600 595 590 585 A DM $ 6 e PI I � P3+oomANs1T10M JA K,SON IBIEELT_ +----- }- - - --+- 22.0 LF OF 15' RCP @ 0.50 % P -69 DM 1,66. L37 0 as ____1 5 +0 DRDP`cORe 7 / CP -10 - -- . - _ 6 . N - O O 0 Co INV =VERIFY (E, W) INV= 602.30 (N) 21.0 LF OF 15" RCP @ 1.00 % INTAKE ADJUS(TMENT, MINOR II W -0.52 % m (0 01 m tri to PI STA. 100 +99.96 6.00' RT N- 3658534.96 E= 5686232.21 rn +4 .. . ¢ O 0 00 0 .c-O(O < • 1 11 Imam AVOW 0 IL) 0 01 (0 + 1 0. t A W Y W N W (O (0 O m t0 PI STA. 101 +00.00 N= 3658532.60 E= 5686226.71 RAILS RESET IN NEW PAVEMENT PROTECT EXISTING STAIRS m m + a F- 0 • OJ • - 00 • <0 I 11 I- -3C0 N 0 toW 16.0 LF OF 15' RCP @ 0.50 % 7.0 LF OF 15' RCP @ UAC % PVKb LOl FUTURE DOCK BUILDING (BY OTHERS) INV= 602.72 (E) 22.0 LF OF 15' RCP @ 0.50 % (OUT OF SECTION) INV= 602.61 (W INV= 602.51(S to Co m P to to to - 0.49 0 LL7 t0 101 +00 102 +00 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCO PI STA. 102 +82.91 6.00' RT N= 3658702.36 E= 5686158.35 N ID (D rn m N O a J N PI STA. 103 +57.91 3.00' LT N- 3658767.34 E= 5686119.84 01 10 II DOD If6D CONSTRUCT NEW STEPS (1.5' TOTAL RISE) 6' PCC REV. MIX, UNLESS NOTED OTHERWISE: NORMAL SAW CUT PATTERN to CO N co to 10 to m to ID PI STA. 52 +81.48= PI STA. 104 +19.76 N= 3658823.94 E- 5686094.87 O to m CO n CO CP -9 w 2_10_% - 0 t0 m (0 (0 W 10 103 +00 104 +00 O n o CO W •W 132. INV = 603.21 (N) INV= VERIFY (E. W) Co O t0 STORM MANHOLE AJUSTMENT, MINOR O tD PI STA. 104 +19.76= PI STA. 52 +84.48 N =3658825.14 E= 5686097.62 m 0 O n W t0 m co CO J 01' - 1L / ! 1 i 7' REV. MIX WALK LF OF 18' RCP @ 1.00 % (P = ) m tD n V t0 to tD 0 eI e= e= PI STA. 104 +81.62 3.00' LT N= 3658880.57 E= 5686069.98 9 36 - -- _ -_ 220 -LF OF 15" RCP @ 0.50 % A k INV- 604.63(E) INV= 604.53(5) m m (O 20 40 to to (0 ._twW 0 rn N to 7' REV. MIX WALK 3' CURB Imm 1p W m + ¢m + 0s!) ION m 0 ID¢ 00 0 0 0 0 . 00 0 0 •OIOWIO •O1OWW <010.e f •3>•m NID 01 -1!_ ID N to to N 0 0 t to ID TA = PROTECT' STEPS PROTECT DOCK PI STA. 105 +56.62 6.00' RT N= 3658952.85 E =5686048.04 1, co i> - O) CONE 73% V co INV=604 0 0 0 CO 0 0 + tO 0 CO W + -1 74 (W) 22.0 LF OF 15" RCP B 0.50 3 (OUt OP SCI tION) W t0 I to 105 +00 106 +00 ID •• CU 0 625 620 615 610 605 600 595 590 585 DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER D. 10 I REVISED 12 -17 -2010 11:51AM BJL C: \343028 \3432B.pro PI STA. 107 +39.12= - o Nu � oo+;e i 1- • g I �! CMS ■ V� .� � r i �, A i STEAM PIPE ■ _ 1 1 I I I IIi III E ; ® 1 ; MEMO e IN, �. _ 160•1111 1 - M DM M M O O _ MAIM 1 OPMEMI 1 IINN � D 1 As _ I a IYOER' 4 4OUNPI T TANKi -- . . . ._______4__ ± I�I� ` , - t=_�_- `,)�_ ' �� - - -/ 4 4AW__I - - . � � @1. I p 109 +00 I � I I� � � 4 411 +00 • - - - �I I Ism � r 1 _- - 1 -i -- -� - I I S _ JACKSON 28.0 LF OF 15" I I ' ' \ \� I I I � Ha. I IO i i ; A all ' I n n� H 131.1 --CH 0 0 O N • O 1 O z • 0) cn zz m U f 625 620 615 610 605 600 595 590 585 10 -0.75 X U) V 1n O • O O O 10 m cu m (D 0 0 I[7 INV= 603.99 (6) INV= 603.69(N) 30 LE OF 15' RCP @ 0.50 % (OUT OF SECTION) INV= 604.141W) O 10 V O O 0. 40 % O 10 O to 107 +00 SEE L.10 FOR INTERSECTION DETAIL 4R .p +4- .. n • I \ 75 LF OF I 15' RCP @ S.DO'% -4 u Cu O 10 V N O 10 � N n 1n •mV I (n 3 . N (t ID m O O INV = 602.55 (W) INV = 602.45 (5) INV- 602.36(N) Cu Cu 0 0 to O 10 V 01 O NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE B. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 157 LF OF Cu O O O co O O l0 co n Co O to O n O (D 0 O 10B +00 109 +00 m m 01 N. O a +-I- ESN OJ O x-10 N . (-++3 Y0 N+ -LL. N eo O INV=603.57(E) INV= 601.89 (N, S) O m 0 DS O ID N n O O to l0 O to O 0) O 10 m to to SEE L.05 FOR INTERSECTIOON DETAILS n INV = 601.45 (W) INV ?601.45(5) INV = 600.95 (N) CD 0) O CO uo m O 10 LLl h +4- --4G 0J +1- CO 0 V O •0v n (- ()IC 3 N O N)10 O V to o h. O tD 0 0 OJ +I- 0 :m 10 < • 1 f c co o ti n v 0) + O m O O IU 0 INV= 602.20 (E) INV =600. BB (N. 5) 22.0 LF OF RCP @ 0.30 0) !D 24' co 01 O 110 +00 111 +00 20 40 0 0 01 + • 0 • •• z • a m 0I m Z 2 m 0 CO f 625 620 615 610 605 600 595 590 585 I DESIGN TEAM Veenstra 6 Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER D. 11 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34320.pro sta 106+75.00 ELEV ■ ELEV ■ 608.6, 0 0 ▪ CD + ▪ CU • 0 . `" . 112 +00 • N N m RAILS RESET IN N H NEW PAVEMENT 1 N x - , _A II �, MEIMMINI 625 620 615 610 605 600 595 590 0 585 -_ "QOM _ J Ma, OL 29 LF OF 15' RCP @ 0.50 % - - - -- _ x_39 % - -- 137 LF OF 24 CO n CO o to ' RCP @ 0.30 Co n n 0 U) Cu o ul n o to N a 0 CO m ID n 0 m 29 LF OF 15' RCP @ 0.50 % 6' PCC REV. MIX, UNLESS NOTED OTHERWISE: NORMAL SAW CUT PATTERN INV= (E) INV= 600.47 (N, S) N 0 a) m a1 n o to 1 / / / / /// 0. < - 6k I glo An,® m a 0 ul n m n to 0.97 %I 72 LF OF 24' RCP @ 0.30 % m ul ni ul CONNECT TO EXISTING MH, STORM SEWER MANHOLE ADJUSTMENT. MINOR CONSTRUCT NEW STEP ABANDON EXISTING STORM SEWER PROTECT INTAKE NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE B. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD N Q H N 82 LF OF 24' RCP @ -- ' �-P =26 N INV= (E( INV = 600.26 (N. 5) m m m 0 to ul n m o m m 0 co to O O rn ai 0 0 Q CO Co 0 m w w co ai 0 m SEE L.11 FOR INTERSECTION DETAILS 0.30 5 112 +00 113 +00 114 +00 ka AT. PI STA. 113 +80.54= PI STA. 62 +84.40 N= 3659704.46 E= 5665710.46 5.3117 11B6ER 617. 1.0.11 Fr QOM a/ 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY I PROJECT NUMBERI ESL -2100 (660) - -7s -31 I SHEET NUMBER D.12 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34320.pro 625 620 615 610 605 600 595 590 585 u milinui■VA1111111117 'lira Ann n nninn ill 11111111 MENEM viii nil Filn n M M IV ialinIE i11.111 '911.1.1W, II11110-11 .111RMa in: I -U ••: MIME 1•11=11 MEM MEI NMI 1E9 MING = EIRE mai rEgill 4,.. 4 rm. Al' A nemrs Immo iimmus , Insmsol anon -amis rang311 111111111mainniiiniminninnimnimillimigailmwat.WP . misflaulp K nil ilUlinn n iii ni linlninniffinlin1111111111•MW 4stinanniiiik namEgunign=int MEM nil LE IS 95 F piL75 " !I NM • AM AWN n• In Es .010Proi •.I II.. Er WWI =IMP go= PM 111111111 Ell iFINFEen agag nn . nn In: in KM nr. un r , ounim .0.11 1- knniffl 1:11 2111141.. UWE "m 11 ENE '" calm - - - - Imo MIME t ! II 111E2 Examen. , ImmemEn ectimen NUMMI W STREET •••••••• IEEE 11E . rnn9 0 cri 207+00 1U_ 3 I Cli 0 -CO- LW +. CD LII Cu Ill tsr Co 0.801 ID (13 PI STA. 207+39.08= PI STA. 44+56.46 N=3659230.68 E=5686229.71 In CC CD UI wT a LO CD CD STORM SEWER MANHOLE ADJUSTMENT, MINOR -0.8 % Cu uS a CD LOW PT Sta 208+55.19 LOW PT ELE 605.96 K 40.1 LVC 75.00 ID CU CD a CD B cn CU O CO CU + co co CJ Ul CL .1\ CU cn Cli ID N (xi CD STORM SEWER MANHOLE ADJUSTMENT, MINOR N CD 0 0 6 a CD N ID 0 CU 0 CCC Cuts 050 .7 I 1 X Cn 31--1 CC co cri 0 -(o UI ILL INV 602.02 (W) INV 601.96 (E) INV 600.96 (N. S) cc; CO 0 0 6 0 CD =inn Ern - KIM 111•• PI STA. 210+60.22= •M= PI STA. 24+57.48 n'ISM N=3659524.54 ilumfM •11,7 CECII E=5686100.19 12.0 LF OF 15• RCP @ 0.50 % 24.0 LF OF 15• RCP @ 0.50 Cu CU 6 0) CO . 1- U) a CD cc; CD cu a CD CO NOTES: CO BY OTHERS THIS AREA i. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL/ADVANCE0 TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD CD CD CD tc; CD STORM SEWER MANHOLE ABANDON: MAINTAIN THROUGH FLOW 0 N Co CD --- CO Cd REMOVE TOP, MAINTAIN FLOW IN PIPE, FILL STRUCTURE WITH ABANDON STORM SEWER MANHOLE; CONCRETE CU CD CD • 1.0 % cn cc; CO ----------- 0.1 CU CO V co 0) ui LU CU 0 CU Co 0 CD CD > UI N cci 0) co CD INV=603.34 (E) INV=599.6* (N, 6) co CD ID a CD CO 207+00 208+00 209+00 210+00 211+00 m ▪ • 1- 4 24 -10,1 W Z ▪ W 2 W 0 M V 625 620 615 610 605 = 600 595 590 585 0 20 40 SEE U SHEETS FOR WALK AND PAVER DETAILS DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE: COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER D. 13 I REVISED 12-17-2010 5241 B,11_ \100213 \S432(3.pro 625 620 615 610 605 600 595 590 585 no "E" Obi u� .mi.il =iiiil�• INV uii m. 1m. 111 �1n nn rmr nm m1.m. nn. nn mn nm nn mn nm nn mn n1n m. ��IA�I�AI� . mpw. I. u. 1. un. lnl�lnlnnlmulumllnullnulnunl .unllunl1ru11vul1mnl l.n.lnuul.u�llunl . � mu 4 I ui I81 :1111.1:nniurr: Irwlnirlu:nlrwlnu lulgtu nucu1ru11 on-allu:ulll;'111°11 '111;11111111:1:101111l11:v11 oio 8n1 io .11 u GELD I I Z D O n. .® nm laru mnm No nm mn m1111 1111 ## = 1. d111111111111.1 1tl1 m 16 . SO it / II 0'W- -1_ -F- 10 T I 1 S. It 5 - W - SS - 55 � J 912 +00 Ss 55 24 4 24 - S 24 0'W 0'W 213+ / / fc- / / / / / P - 33 / /// N fri to m O n o to m co to Co APPROXIMATE LOCATIION If STEAM PIPE I I I PROTECT EXISTING DOCK (TYP) - 0.81 % NOTES: n N ai 0 ED OLD FIRE SERVICE NOT ACTIVE (VERIFY WITH OWNER) 20.0 LF OF 15' RCP @ 0.50 % n O a 0 m INTAKE ADJUSTMENT. MINOR STORM SEWER MANHOLE ADJUSTMENT. MINOR 14.0 LF OF 15' RCP @ 0.50 % PI STA. 213 +79.98= PI STA. 65 +69.14 N= 3659617.41 E= 5685971.64 m m m 6 6 0 0 m m m m ¢i m N m m m 6 o Q tO m o > W N4 J m 0.90 % ui m n in 0 m m a 0 m n ID INV= 601.69(E) INV = 601.66 (W) INV = VERIFY (N. S) ED . N > J as J 0.51 % _ ur H 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN ALTERNATE NO. 1 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 212 +00 213 +00 214 +00 WASHINGTON S BEET 625 620 615 610 605 600 595 590 585 20 40 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE: COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER D. 14 I REVISED 12 -17 -2010 11:52AM BJL C: \343028 \34328.pro UI F— F— z CO cn z co CENTRAL AVE F- 00 ( E.07 cn z F- 01 U) z co w F— U7 U) E.05 F- 03 F— w 01 U7 z F— O w E.11 UI F— MAIN ST IOWA ST WHITE ST F— v7 F— CU U0 F— N JACKSON ELM F— an F— m ST WASHINGTON ST ST I DESIGN TEAM V e e n s t r a & K i mm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (66 0) --7s-31 I SHEET NUMBER E. 01. I REVISED 12 -17 -2010 11:53AM BJL C: \343028 \34328.pro 625 620 615 610 605 600 595 590 585 POT STA. 94 +06.04 N= 3657880.46 E= 5686275.71 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET , 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS / 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR �, 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE ■ B. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING , `a 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD ■ 10. SLOPE TRAIL AT 2% LEFT TO RIGHT ACCORDING TO STATIONING. \ ` + �/ 11. GRADES AT START OF TRAIL APPROXIMATELY STA. 94 +00 TO 94 +50 WILL BE \\ '. / DETERMINED IN FIELD BY ENGINEER. ALL AREAS MUST SLOPE TO DRAIN. \ e, \ s� �( �� 30' RADIUS POINT - \�\ ��,\ ,Sj��\ ti 41,0'./1 0'L " / e� f i g %� N= 3657955.94 E= 5686259.40 i ii/ - 'RETAINING :::::!126 ,`` �,\ waLL f N�� o rth \ � 3 ` s 30.00 ii 94 +81.30 \ 62'01'50• Ea ,y0 03 \ 5 fiB6292.03 10' TRAIL, 5" PCC P° ` A6 32.48 P' 18.04 S' 94 +46.92 A= 75'56' .0rth 3657917.69 s � • 568625 39.76 R \ i 30.00 � 23.41 011 0 0 Di o o + l0 M. N J 94 +00 2.54% 01 l0 m O n o !0 ° o ID o n + CDD m I U > as ID co o n iD n o co HI PT Sta• 94 +85.38 HI PT FLEA 608.11 K 13.9 LVC 50.00 O u'i m a. n 0 a o m.!? 0 o m w o, 0 w a W 1.4 x m O m 0 to fD 0 P 0 o 0 0 m m 11 J > W w a J O 0 o 1D 0 m 0 (D n 0 CO n n n o t0 - 1.05 % N a 0 ID PNauC G`xE 1n n CD PARSIS ID, n 0 CD m N n (D ff PULL FLARED END SECTION. INSTALL STORM MANHOLE, EXTEND STORM PIPE AND RE -USE FLARED END SECTION 2' MIN. PT STA. 95 +09.88 / N= 3657975.03 A / E= 5686289.86 A PRC STA. 94 +95.74 / g +02 9 5686288.9 E= 6 // p1 27 g / / . 30' RADIUS POINT D° 36_ 6 7,7 3 � \ N= 3657908.52 ND pt h 5 6 62, / �� f � t 5686296.15 East 30 .00 / .' O ■ 7.2 N // f ' �� G J � � ■ ■ 30' "•RADIUS POINT A J • _ N=3657966 .16 f �' : - E= 568618 1 96+00 DM Cl to 0 CD 0] rn a n eo ID 0 to V a 0 0l 0 0 to N U] m 0 co o a of lD SIZE ?l7 INV ?7 1 N N =3658150.393'45 �� E= 5686344.15 N CD to o LC. o CO BASE BID N of o to a a CD 0 ID o, ■ PT STA. 97+82.77`. N= 3658238.40 `. E= 5686344.36 95 +00 96 +00 97 +00 98 +00 625 620 615 610 605 600 595 590 585 �- = 0 20 40 DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 02 I REVISED 12 -17 -2010 11:53AM BJL C: \343028 \34326.pro 625 620 615 610 605 600 595 590 585 1D0 +0 PT STA. 99 +17.57 N =3658365.69 E =5686 00.36 CURB RAMPS PI A . North East A. R . T = 98 +75.52 6 '53'30" 3 658327.13 56 86317.37 84.20 700.00 42.15 O O !0 O N ID O ID PC STA. 96+33.37 N= 3658286.80 E =5686329.64 0.00 % O D) !0 0 N ID (O O ID 99 +00 O O N N ▪ I ID IC O O O O ID ID ID ID 0 N ID O ID O N ID O ID D) O Ip O N ID O ID 0 ID INTAKE ADJUSTMENT. MINOR CURB RAMPS A PI STA. 101 +00.00 A N= 3658532.60 6= 5686226.71 CP -10 o 0 N In CU V 10 lD ID ID O 0 O O ID tD ID ID bl + + {J m w rn w O CU ID O D) O N ID O ID l I F. 1 i `, 100 +00 101 +00 BASE BID O 0 1,151910 IZIALLVIO 625 620 615 610 605 600 595 590 585 0 20 40 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 10. VERIFY TRAIL GRADE AT STA. 100 +80 TO MATCH DESIGN GRADES OF E. 7TH STREET RECONSTRUCTION. I DESIGN TEAM Veenstra & Kimm, Inc. ENGLISH I DUBUDUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -75-31 I SHEET NUMBER E. 03 I REVISED 12 -17 -2010 11:53AM BJL C: \343028 \34328.pro CP -12 CP -12 x Y s s s 14 #00 — r� - -- - - E 10TH STREET s 5--10- PI STA. 10 +00.00 N= 3658943.01 E= 5684763.76 E 10TH • STREET U / / / / // / /// \/ / / / / / / / / / Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: a local traffic shall be maintained (minimum 1 lane) a through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements * gutter grades shall be established to convey storm water to inlets * • gutter s gratessystem shall be built with extreme care nufacturers * all saw - cutting shall be done business recomm * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction 1 1 I 1 1 \ \ } I \ RCP @ UAC %® ,. SEE DECORATIVE WALK 16 LF OF 15' \ i SPECIFICATIONS (TYP) 1 ' I \ \ ' DETAILSHEETS FOR \ 1\ ® M i ■ MI ■ 111101111 I ■1■■I■■II■I1l111111111 ■ L,__l l•IMI■ ■I ■■I ■■I■rl■■11111•1U�lLN , ___. gar -- .— 8 LF OF 15 RCP @ UAC % CLEM 0 - x X s s s i f+uO s s l-) s 12+00 s _ s — I- - — - — 1 - I — +- - --I -- E 10TH 8 LF OF 15" STREET m RCP @ UAC % mor — - - _ !! aI ■■ions■I ■w1w ■I ■■I ■■I mI ■nIMMIl 1 a- •-- • e- -- - - --- - -I 0 rk 1E= jl1�►� P -36 8 LF OF i5 RCP @ UAC % P -39 PI STA. 13 +21,54 N= 3659072.91 E= 5685057.89 BASE BID WORK ti QW 314 OCC HI— (1) I� 3l OCC O REMOVE EXISTING INTAKES CP -11 • w�_ 1� 0 o II _` � 11 I 1 I I cm P -40 it I A j2• - _G us 4,- �1ntiam I■lti■ iime l■1■II■■i�Iaa sllr e M �1� No ,i wa 1 I &kF-EF -i6' x RCP @ UAC 14 40 LF OF 15" RCP @ UAC % RELOCATE HYDRANT s E 10TH STREET ∎I a 0 0 al 0 � W — 515 #00 z ca m w t a, =, m = m U N E 5 15+00 t : ! 1 ll 2 ��L —.— ,_ -1 -.— sir— .- I-..�.— .�.�r•�I.IISIm immil CP -11 I I a - E. 10TH STREET 20 40 DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 04 I REVISED 12 -17 -2010 11:53AM BJL C: \343028 \34328.pro o t --�- p Q 1 % p W 'f ,, I Z o 15+90 s d t H 1 REMOVE EXISTING INTAKE V1 1 —I U CO I. 6LFOF 15 RCP @ UAC % 16 LF OF 15 " €1011 RCP @ UAC % 11 LF OF 15" RCP @ UAC % 32 LF OF 15" RCP @ UAC % REMOVE EXISTING INTAKES x PI STA. 16 +05.28 N= 3659184.70 E= 5685318.69 6 +00 • R 15 +00 s s s i i— �- + 1 --s a s +u0 12-5 - 1 55 ss - RREMOVE" EXISTING INTAKE 20 +00 ss PAVING REMOVAL LIMITS .REMOVE EXISTING INTAKE REMOVE EXISTING INTAKES Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements 0 CEEll 0 E 10TH 20 +00 12 ran I U ■I ■r Tuu� u� ��i �■ �� v� �� i ■lo�� iin■ ■■�li■ ■I■iml■1II• fl■Ili■Iliw■ISU■l•lUli■el CEO CI) CEDED ' iIl 4 ► /�� — 1.1..1ens;1,► :.Gil l 6 +00 s` p - - ---__ P -54 8• s s s 1/+W -5 s�1 12 18 *uv 1 2 . 5 Sz's -- I I— +--- ---�_ y -- ss E 10TH u ss ss ss DECORATIVE ss WALK SPEC. eSM r1 ■I ■wlw ■I ■■I■■I■■ m•_II1•. llin min im im m im =,...., _.■:11 11 " � MOM I��II��Ii��ll�l�ll !■I�1��1��1�■�I�Ba�t� / / I, 1 I�� ® ,, I I II 11 II INTAKE ADJUSTMENT, MINOR: ADJUST CURB TO FIT EXISTING INTAKE 34 LF OF_15_ AC% SEE IFICATIINS WALK ID SPECIFICATIONS (TYP) I al I a l' i `� �1 - --- it ail■■I■�I�morrI��I�inrl■i�ll � I�rlll ■YIY■.Ifi�I1��I�Gil��l� _ � -- —_ �, gRAilfum INTAKE ADJUSTMENT, MINOR: ADJUST CURB TO FIT EXISTING INTAKE P -46 6 LF OF 15" RCP @ UAC % \ REMOVE EXISTING INTAKE CP -7 REMOVE EXISTING INTAKE BASE BID WORK 14 LF OF 15" RCP @ UAC % a' 12 6 LF OF 15' RCP @ UAC % ® I I 6 LF 15" RCP @ UAC % 3 � * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction xcc E 10TH 1> — STRE'E-T-- ss II II 11 11 II I I r REMOVE EXISTING INTAKE ■ PI STA. 18 +89.37 N= 3659298.02 E= 5685579.19 r 2 LF OF 15' CP @ UAC % r�� r•11 ■11 ■■ rMI MN err■ ■1 �■■ Inal I`■ I ■ ■I ■ ■ ■I��I ■ ■I ■ ■�l�I� ■■ ■ ■�I l�! n ■q ' a\ r ■ ■ ■ ■ ■■■ ■■■ In ■■ ■I O D5: M■■ ■■■ InlI /■ �� . ■�,_ B LF OF 15" RCP @ UAC % REV. MIX WALK 0 20 40 E. 10TH STREET DESIGN TEAM Veenstra & Kimm, Inc . ENGLISH D U B U a UE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 05 I REVISED 12 -17 -2010 it 53AM BJL C: \343028 \3432B.pro + KERPER BLVD E. 9TH STREET \ KERPER BLVD E. 9TH STREET � L KERPER BLVD E. 9TH STREET M 5S 4 ss -(�71� SCR Slat PaF I 0..7 n17 — r 30100 N } q N 31 +00 IF 1' ImaNal '------- ADJUST 1 N x \ HYDRANT N _ 3 H — KERPER BLVD E. 9TH STREET I RELOCATE u 31 +00 tl HYDRANT - 4— w �— ♦- + -I �--- n 4___ - roi.R TNa T at 'Rai FPLE Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements Ru.R .AwxT EMLNG at MAL L —C SEE U SHEETS FOR WALK AND PAVER DETAILS PI STA. 30 +00.00 INTAKE ADJUSTMENT. N= 3658650.95 MINOR E =5684893.61 ADJUST HYDRANT PATTERN TO MATCH 10TH ST WALK (MAIN TO WHITE): SEE DECORATIVE WALK SPECIFICATIONS (TYP) / / ALTERNATE #3 WORK (SEE A.03) a OtE Hy- * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction STORM SEWER MANHOLE ADJUSTMENT. MINOR; CONNECTION TO EXISTING MANHOLE INTAKE ADJUSTMENT. � MINOR 20 LF OF 15° RCP @ UAC % 8 LF OF 15' RCP @ UAC % PI STA. 33 +21.18 N= 3658778.95 E= 5685188.18 PI STA. 33 +34,55 N= 3658784.28 E= 5685200.44 PARKING RAMP (UNDER CONSTRUCTION) 0 PARKING RAMP (UNDER CONSTRUCTION) PI STA. 33 +40.40 N- 3658786.61 E= 5685205.81 s°' I Var Tf 42"-T" I Iw,a 44r UE Q n 34 +00 H UE O THE . R E 9TH STREET 20 40 DESIGN TEAM V e e n s t r a & K i mm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 06 I REVISED 12 -17 -2010 11:53AM BJL C: \ 343028 \34328.pro stn Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort. the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements ti RAW a / / / / / / / / / / / W SW FIRE STATION REMOVE INTAKE I ; 35 + 0 0 5 s s s 4 6+° . 1 KERPER BLVD L p E. 9TH STREET i R vwx£ CONOCO GAS STATION (VACANT) FIRE STATION I I INTAKE ADJUSTMENT, I MINOR P ATTERN ITO MATCH 10TH ST (MAIN TO WHITE) 1 MANHOLE ADJUSTMENT, MINOR CONOCO GAS STATION (VACANT) 6 LF OF 15' RCP @ UAC % - F T * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction 1 1 6 LF OF 15" RCP @ UAC % REMOVE INTAKE REMOVE INTAKE 8 LF OF 15' RCP @ UAC % PI STA. 36+04.07 N= 3658891.80 E= 5685447.58 8 LF OF 15' RCP @ UAC % SEE U SHEETS FOR P4ALK AND PAVER DETAILS; SEE DECORATIVE WALK SPECIFICATIONS (TYP) PETM ALTERNATE #3 WORK (SEE A.03) 15 LF OF 15' RCP @ UAC % REMOVE INTAKE REMOVE INTAKE 14 LF OF 15" RCP @ UAC % 6 LF OF 15 (p_67 RCP @ UAC % 111 ~ 1-1 U) REMOVE INTAKE I I I I frial KERPER BLVD m J 2 U U) f E. 9TH STREET CONNECT TO EXISTING MANHOLE Mr 01) PI STA. 38 +87.81 N= 3659004.75 E= 5685707.88 PCC SIDEWALK REV. MIX, - NORMAL SAW CUT PATTERN (EAST OF WHITE) J. Al i ---- P -68 42 LF OF 15' 011— RCP @ UAC % KERPER BLVD E. 9TH STREET i i _ V c..s4 ' UE 1 ,,,,,»/r, 0 20 40 wi w + W m . ALTERNATE #2 WORK (SEE A.03) E 9TH STREET I DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH I D U B U Q UE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 07 I REVISED 1 12 -17 -2010 11:53AM BJL C: \343020 \3432B.pro 4' " 4i}00 i .o:w sm KERPER BLVD e - w E. 9TH S TREET +oo n ui 0 m l Z .I 40 +00 6- I— ~ N m N W 1 n 1n 40 +00 I PCC SIDEWALK REV. NORMAL SAW CUT PATTERN (EAST I OF WHITE) U Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements a U A � � TM � ! 7 � . � ■ i � l a s � � l • • _ � o � m n r i n m �arof�� X 7 1 M I ! AOPOSIOr 1111111M11. AIAL / PI STA. 4 1 +72.34= PI STA. 10 N= 3659117.50 E= 5685969.11 rlAtAZE SEE U SHEETS FOR WALK AND PAVER DETAILS I 7 +39.12 • T r I. REMOVE INTAKE REMOVE HYDRANT REMOVE INTAKE CAS WEIDI * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction 45 +00 4. " 4i-,O0 —H— ■ RELOCATE KERPER B VD HYDRANT E__-- 9T1••L_S - EE -- _ ,M ..rIuo =Ma F _ _qG=I Ir �� _ ■ - T ss�� e: ■■ I Q ii (9111 MIE ■■ . ZW 'v I Jinn I. • Em �■1■■iiriileiumIr Dili■ � 1;o '�S�■ �.mim ..." a ezzommu me all mr mZ S I �Jr! ■_ e.n.�eer� menial — a A � �.�i 1��;�'�i•dl■Ili� (/ " mIIIIIIsAII BE ALTERNATE #2 WORK (SEE A.03) B LF OF 15' RCP B UAC % STORM SEWER MANHOLE AJUSTMENT, MINOR 45 +00 fR MAID. 1 CA 55 0 20 40 PI STA. 1 44 +56.46= PI STA. 07 +39.08 N= 365923 .68 E= 568622 .71 1 I E 9TH STREET I DESIGN TEAM V e e n s t r a 6 K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER! ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 08 I REVISED 12 -17 -2010 11:53AM BJL C: \343028 \3432B.pro S. • is r r E. 8TH u STREET, _ 55 E. 8TH STREET _ - - o 2• M I PO1 STA. 49 +51 51 N= 358692.28 E= 5685792.31 al all Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) • through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) a sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements P -69 0 unkii ! F1 50 -00 12"0 -3-- I T T T T ass Y T M 1`j1�L —.±.— S-�tl'_ II Yf Q y, 66'65 12 s O � "•1rr� � aa S6'SSu1, —a6'is ,■ 12 - x 12 1 12' 12 "I -- - ST 5,,LF OF 15' RCP @ UAC X 66 2 +nn D 1�1i i I IN vs PCC SIDEWALK REV. MIX. NORMAL SAW CUT PATTERN (EAST OF WHITE) PI STA. 50 +00.00 N= 3658711.74 E= 5685836.71 STORM SEWER MANHOLE ADJUSTMENT. MINOR CLOSE EXISTING DRIVEWAY I I IELPKNE sown - 1. I I - ADJUSTMENT, .MINOR II REMOVE INTAKE REMOVE INTAKE * gutter grades shall be established to convey storm water to inlets a gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw- cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end a applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction ,, Atrasit.ans. GAS II< 12 LF OF 15" RCP @ UAC X PI STA. 52 +81.48= PI STA. 104 +19.76 N= 3658823.94 E= 5686094.87 A 4— Y 1 ALTERNATE #4 WORK (SEE A.03) 0 0 ° w z V 5 L 61 5, PI STA. 52+84.48 - PI■MMM PI STA. 104 +19.76 N= 3658825.14 '¢ - E= 5686097.62 01 7[ - O �u1✓ A 3 +0 r 4 I I WI I I I pilot . E 8TH STREET 0 20 40 DESIGN TEAM V e e n s t r a& K i m m, Inc . I ENGLISH DUBUQUE COUNTY PROJECT NUMBER, ESL -2100 (660) - -7s -31 I SHEET NUMBER E . 09 I REVISED 12 -17 -2010 11:54AM BJL C: \343028 \3432B.pro 0 Y aI fi!99 6fi'S5_ 5655 06 Lt; z a r T 54+00 55 +00 k. 8TH 12 f 12'X - -- - - - 12'X 12'X !1 L IWZ-1 � w n = SPOJ • 65'x" WM MOM 12'X 54 +00 svar GA LEI. 50'55 SAX Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum i lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements PI STA. 55 +68.55 N= 3658938.15 E= 5686358.25 TriZiotr Se ` T 55 +00 E. 8TH 'tt I `-dh S TRFTET Tel 0 3 0 o t 214 cr (Orn Q t 0 * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable. underground trenches shall be backfilled by days end * final allightTand standards footin shall ion used appropriate llbeppr ce and by the engineer /City footing approved • small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction BASE BID 20 40 E 8TH STREET DESIGN TEAM V e e n s t r a 6 K i mm, Inc. ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 10 I REVISED 12 -17 -2010 11:54AM BJL C: \343028 \34328. pro 60 n m01 65•SS 'o6' Si PI STA. 60 +00.00 N= 3659590.90 E= 5685449.71 LEN 60 0 T 6' N 5 5 84+00- 6 Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements 55 - 55 CP-21 .9 METER a 62 +00 6 E 1 1 TH STREET 65'_85 56' SS S #I ( /// / / / /// PI STA. 113 +80.54= PI STA. 62 +64.40 N= 3659704.46 E= 5685710.46 ALTERNATE #6 WORK (SEE A.03) * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw — cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings. wiring to loops during construction 6' ■ 6• a s6rt*O0- e w - -6, , A - -- — 1 — -I- -+ -- T - - - _=r- --,-1- 66'55 65 55 66 "55 PCC SIDEWALK REV. MIX, NORMAL SAW CUT I PATTERN (EAST I OF WHITE) \ SANITARY MANHOLE I \ ADJUSTMENT. MINOR I I-1.111..... -WIY —» 0 ii )) 6 —S 6 + SS 0 i E 11TH STREET MN 20 40 I DESIGN TEAM V e e n s t r a 6 K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER) ESL -2100 (660) - -7s -31 I SHEET NUMBER E.11 !REVISED 12 -17 -2010 11: 54AM BJL C: \343028 \3432B. 5 56'53 56•5 I Cu j rn z 7 4. a CP -20 CP -B P -20 CP -B PI STA. 213 +79.98= PI STA. 65 +69.14 N =3659817.41 E= 5685971.84 T 7 r 8' SANITARY SERVICE Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations if adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements PI STA. 213 +83.63= PI STA. 65 +69.14 N= 3659820.76 E= 5685970.37 S" SANITARY SERVICE PCC SIDEWALK REV. NORMAL SAW CUT PATTERN (EAST OF WHITE) MIX, E -22 ALTERNATE #6 WORK (SEE A.03) 20'X 10 * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction AIL ��snr I. �n�trarw_ � IIM.ri(ii 7 � riia lwA iTh b .. !- MEM 1� 15 " STREET 301 --ate PI STA. 68 +52.82 N= 3659933.51 E= 5686230.67 PI STA. 70 +01.54= PI STA. 306 +46.35 N= 3659992.62 E= 5686367.14 I-2 10'S t 20 4 11TH 70 +00 = R fF ET - - C, 1 S OP� OP A 20 0 I< 20'X I xx VITE1 924 E 114 STREET 0 20 40 DESIGN TEAM Veenstra 6 Kimm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 12 I REVISED 12 -17 -2010 11:54AM BJL C: \343028\34328.pro N „ N a5_ PI STA. 300 +00.00= PI STA. 48 +35.44 N =3659381.43 E= 5686577.43 Pei Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum i lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements i R � • An, ICC 301+ 0 302 +00 303 +00 I �� ° - - F — e - — F — F - —F -- I .F + _ _ " - - 1 — ELM \ - " ELM STREET \ STREET I Lon -3n 9 SOD TO R/W PROTECT INTAKE an N . 301 +9 H — I — • --HI— ELM N ' SEE U SHEETS STREET \ FOR DETAILS as UE U - UE * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction 1 liii J ff J I ' *1' �� .. ...... a. l.. uv............ .... ...e,......._m......__�.... . ... I... .... - ...r..i.._ • I....i .........1..ar.IrOe\��o•\•�_ 5 . ss ■ ■ ..rr a .. .. ■u. u.i iii■ uju .. ■ ■e .c*...0 u.. ii UIUr-CICU Ull UUUU 1000 ui.I.... uu uuu.■ �t lu lu. nA Iu. I�uc nlu lo9...! l l u■ r I u l e xr_. I !u. l�ucc��aul e . �-0- - ■.a■ u..�a. .... .a..l...e �� eee ••.• e...aeee ee.. � +ee �!•� _ee_��_._ _,..a cunolnu•_3nu.IGiu o .aA� - .rte — "N . ;nus N N • 3 • PCC SIDEWALK. REV. MIX (TYP) SEE U SHEETS FOR DETAILS rco - 3n PROTECT INTAKE 302 +00 ax 303 +00 ELM STREET .1+ + . . 1 . UE UE UE UE 30 ALTERNATE #5 WORK (SEE A.03) E n 4— - +— . . PROTECT INTAKE 0 an an PI STA. 303 +21.55= PI STA. 28 +62.93 N =3659685.34 E= 5686472.39 an UI ELM STREET 0 20 40 I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 13 I REVISED 12 -17 -2010 11:54AM BJL C: \343028 \34326.pro SOD TO R/W so PCC WALK. REV. MIX (TYP) SEE U SHEETS FOR DETAILS 305 +00 --k- f . ELM STREET OFF Fa �CON_.. T e 1 epU S 151 OPT 9N ST FA '■ ■°■ ■""'° "" "" " R " ;::: eae 1p 9 Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum i lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements 474 an g 5 PI STA. 70 +01.54= PI STA. 306 +46.35 N= 3659992.62 E= 5686367.14 0 20 40 * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilIed by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction ALTERNATE #5 WORK (SEE A.03) ELM STREET DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 14 I REVISED 12 -17 -2010 11:54AM BJL C: \343028 \343213.pr0 , WSWsr P P AV s PROTECT DRIVE Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: * local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) a sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations * adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements PI STA. 113 +80.54= PI STA. 62 +84.40 N= 3659704.46 E= 5685710.46 12 LF OF 15' RCP @ 0.50 % cm ar Me, W WAWm Af ° 8 LF OF 15' RCP @ 0.50 % PROTECT WALK PCC WALK, REV. MIX NORMAL SAW CUT PATTERN REPLACE DRIVE PI STA. 117 +00.75 N= 3659997.67 E= 5685561.75 0 ALTERNATE #7 WORK (SEE A.03) 4 117 } 09 * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw — cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings, wiring to loops during construction ZI— kW NW viz I 3N1 00 %L — MW JACKSON STREET L— JACKSON STREET MI 0 20 40 JACKSON STREET I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 15 I REVISED 12 -17 -2010 11:54AM BJL C: \343028 \34328.pro a 0 1 2 •os SOD AS NEEDED L 2 7 (0 I to PI STA. 213 +79.98= PI STA. 65 +69.14 N= 3659817.41 E= 5685971.84 P -73 12 LF OF 15' 111 RCP 0.50 X he A s a 03 U \ PI STA. 213 +83.63= PI STA. 65 +69.14 N= 3659820.76 E =5685970.37 — REMOVE DRIVE; DO NOT REPLACE Where sidewalk removal and replacement with new lighting is occurring as the predominant work effort, the following should be adhered to: a local traffic shall be maintained (minimum 1 lane) * through traffic shall be maintained as long as practical * minimum 48 hours notice is required to business /property owners before closures (sidewalk or street) * sidewalk grades shall be staked /determined by a RLS or under their direct supervision * sidewalk grades should generally match the existing elevations a adjustments should be made as needed along building front * sidewalk grades shall meet ADA requirements PCC WALK, REV. MIX NORMAL SAW CUT PATTERN REPLACE DRIVEWAY REMOVE DRIVE; 00 NOT REPLACE * gutter grades shall be established to convey storm water to inlets * gutter channel and grate system shall be built with extreme care * grate system shall be installed per manufacturers recommendations * all saw - cutting shall be done during normal business hours * where applicable, underground trenches shall be backfilled by days end * applicable TC standards shall be used for appropriate circumstance * final light and footing locations shall be reviewed and approved by the engineer /City * small adjustments may be required due to field circumstances * protect traffic signal poles, footings. wiring to loops during construction PI STA. 116 +99.26 N= 3660110.42 E= 5685842.32 WA- HINGTO,q �` S REST ik 0_ -7 raamminummu.. U REPLACE DRIVEWAY ALTERNATE #8 WORK (SEE A.03) S 217 00m` 1 - 1 l4 SHINGTON STREET OO • 5 � (WASHINGTON STREET 0 20 40 WASHINGTON STREET I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER( ESL -2100 (660) - -7s -31 I SHEET NUMBER E. 16 I REVISED 12 -17 -2010 II:54AM BJL C: \343028 \34328.pro Staging Notes Work will be conducted on a rolling one block at a time with traffic being maintained through intersections. Traffic will be detoured away from individual blocks while the work is in progress on that specific block. When all underground construction is complete in one area, street removals (only those needed) can commence in the next allowable block per the criteria and suggested sequence (see below) for this project. Paving in the first area must be completed prior to full street removals in the next, and so on. Criteria for multiple blocks being reconstructed simultaneously follows: 1. The quad area is the top priority for completion in the first construction season. 2. The quad may have up to 3 blocks of construction occurring simultaneously (with approval) . 3. Other contractors may be present in the area and must be coordinated with. 4. Paving of disturbed areas must occur immediately following and in the same season as utility work. 5. Temporary paving may be required at the end of a season to allow for traffic over the winter months. 6. Utility work on Jackson and other areas can begin only following completion of the quad (unless otherwise noted or approved). 7. 9th and 11th can not be under construction at the same time. 8. Detours for 9th and 11th Streets must be coordinated with the City and the Iowa DOT. 9. Intersection work on 9th and 11th must be approved for timing and not to impede traffic of adjacent streets. 10. Work may occur simultaneously on 11th and the southern blocks of Jackson. Street removals shall be done in such a manner to minimize dust or damage to structures caused by construction activities. Utility work in each block, including service replacement, shall be done expeditiously ( *). Sidewalks will be removed from the building face to the back of curb. Sidewalks adjacent to construction activity that are open to pedestrian traffic shall have safety fencing placed adjacent to the construction zone. All removed walks adjacent to the buildings shall be replaced no later than 24 hours following the utility replacement and backfilled, with temporary granular surfacing suitably graded for pedestrian traffic placed in the interim. Each trench will be backfilled prior to the end of each day's construction activity. Maintain temporary granular surfacing access to businesses during business hours where permanent surfacing has not been replaced. Walk removal /replacements shall be limited to the areas of utility /service replacements and not exceeding 150 feet in length on one side of the street /block as measured along the face of the building. If no utility service replacements exist for a stretch greater than 100 feet, a maximum of 200 feet or one block shall be allowed. Underground activities on one block must be substantially completed prior to commencing the removals (only those needed) of the next scheduled block. Allowable activities still requiring effort on the block under construction prior to commencing activities on the next block would include: placement of paver strips in walks, placement of streetlights on completed foundations, and placement of pavement markings or permanent signing (not including traffic control signs). Cross — traffic flow into and out of the alleys shall be maintained as long as practical. Prior approval from the engineer shall be obtained before closing any public street or alley to traffic. Approval shall be a minimum of 3 days prior to the placement of detour signs and barricades. General sequence of construction stages, by area will follow: * Contractor may start water main (20" dia.) construction on 11th Street and down Jackson Street prior to normal season activities. Start of this option could be as early as March 2011. 1. Washington St (9th to 11th), 10th St (Washington to Elm St). 2. 10th St, north half, Jackson St to Central Ave, followed by 10th St, south half, Jackson to Central. 3. 10th St, south half, Central to Main St. followed by 10th St, north half, Central to Main. 4. 10th St, Jackson to Washington St is intended for fall 2011 construction. This block can follow the completion of #1 above. 5. Trail work south of 7th St along Jackson St can be fill —in work in calendar year 2011 or 2012, but should be completed in the same year work commences. 6. Jackson St following a logical order between 11th St and 7th St. 7. Jackson St between 7th and Bth will be need to be split between overhead doors for Jeld —Wen access. * Coordination will be required with franchised utility providers for installation prior to paving operations. Staging Notes (continued) General sequencing of work should follow a logical order to ensure quality and adherence to staging requirements. Existing pedestrian traffic shall be maintained as long as practical. General order of operations will follow surfacing removal, utility main replacement and repairs, service replacement and sidewalk construction, electrical system installation, preparation of paving / pavers, street paving / pavers, light installation and pedestrian pavers. Variations will occur based on contractors operations and field conditions. Contractor responsible for sequencing and coordinating of all construction activities. Appropriate scheduling (shop drawings, manufacturing, delivery and installation) for the placement of concrete pavers and other time sensitive materials will be crucial to the project's completion and the responsibility of the contractor. Plan accordingly to reduce delays and adjustments in the approved staging plan. The contractor shall follow the construction staging drawing shown and develop a detailed staging plan with anticipated start and end dates for each major work element on a block by block (or phase by phase) basis and submit this plan to the engineer for approval one week prior to the pre— construction conference. The contractor shall participate in biweekly progress meetings that will include the engineer, City staff and representatives from the Millwork District. The contractor shall have its project manager and site superintendent present at these meetings. A regularly scheduled time and place shall be determined at the pre— construction conference. Adjustments to this scheduled progress meeting may occur with the approval of all parties dependant upon current activities and events. Temporary traffic control signage shall be adjusted on a block —by —block basis and shall conform to the requirements set forth in the MUTCD and the Standard Road Plans of the Iowa DOT. Special signage along 9th and 11th Street will be needed for closing and work adjacent to highway right —of —way. For streets leading into and out of a given block that is under construction (on that same street), TC -252, Situation 1 (Urban) signage plan shall be placed at each end. For the adjacent streets that run perpendicular to the block under construction, TC -252 Situation 6 shall be utilized as long as practical while traffic is maintained. When traffic is discontinued for one of the intersections to be reconstructed, TC -252, Situation 3 shall be placed on both approaches during the intersection work. If a flagger is utilized. signage shall be placed per TC -213. If appropriate, Typical Application 26 of Chapter 9 of the MUTCD may be applied for paver installation at the intersections. Prior approval must be obtained from the engineer on a case —by —case basis. TC -252 Situation 6 will be applied at alleys during times when traffic is not permitted to cross the specific street. TC -252 Situation 4 will be utilized when traffic is permitted to use the alleys but not allowed in the construction zone. TC -212 or TC -213 will be applied for all work on streets following substantial completion of the work on each block but still requiring effort to complete operations of paver band or streetlight installation. 'Sidewalk Closed' signs shall be installed and placed at the areas adjacent to service replacement and sidewalk removal and replacement zones. Placement shall be at each end of the zone and each side of the street as directed by the Engineer. "Sidewalk Closed" signs will not be placed when access is available to pedestrians. Contractor shall provide temporary lighting on blocks under construction that have existing street lighting and maintain lighting on circuits beyond limits. See Sheet Number P.01 through P.10 and specifications for more information. Contractor shall coordinate with Iowa Department of Transportation for the construction of the water main under 11th Street and the sanitary sewer construction on 9th Street. All notifications prior to work will be required. City will obtain needed permits. Contractor can not start these operations until permits are obtained. Temporary storm water connections may be necessary to drain certain stages of construction. These connections will be considered incidental to the project. Construction limits may be altered with prior approval to minimize temporary storm connections. I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER J. 0 1 I REVISED 12 -17 -2010 11:55AM BJL C: \ 343020 \ 3432B. pro CLARKE DR 0 N. .44 c5) .S 6;9 0 9 4 4 its 19 / 30/ / GRE (IN PARK RD / / 1 \ / / / / , ../.. 4/7 / STATE OF WISCONSIN STATE OF ILLINOIS / e / / ./. / i VARIABLE MESSAGE SIGN, A FINAL LOCATION APPROVED BY ENGINEER AND IOWA DOT It II VM1 11TH STREET CLOSED WEST OF ELM, FIND ALTERNATE ROUTE (a) SIGN LOCATED ON CENTRAL FACING NORTH (b) SIGN LOCATED ON 9TH FACING WEST (C) SIGN LOCATED ON WHITE FACING SOUTH (d) SIGN LOCATED ON KERPER FACING EAST LOCATION ON ELEVATED U.S. HIGHWAYS 151\61 VM2 9TH STREET CLOSED EAST OF JACKSON, FIND ALTERNATE ROUTE VM1 TO BE IN PLACE DURING OPERATIONS WHEN CROSSING 11TH STREET WITH UTILITY WORK AND PAVEMENT RESTORATION CLOSING THIS ROUTE TO TRAFFIC. VM2 TO BE IN PLACE DURING OPERATIONS WHEN INSTALLING SANITARY SEWER BETWEEN JACKSON AND WASHINGTON AND PAVEMENT REPLACEMENT. TRAFFIC CONTROL DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER J. 02 I REVISED 12-17-2010 II: 56AM BJL C: \ 343028 \ 34328. pro CONTROL POINTS COORDINATES ELEVATION CP -1 STA Spike N= 3659416.66 Spahn 6 Rose Bldg . 21 in +50.34 Brick E= 15.71 ' LT Joint 5685812.17 CP -2 STA . 27 3/8" Rebar N= 3659681.41 +27.92 At Back E= 5686488.38 9.95 ' RT of Curb Concrete Joint CP -1 SPIKE IN BRICK JOINT NW CORNER 10TH AND JACKSON N= 3659416.66 EL= 607.93 corner at Bottom Top Center Bolt Balt on Light E= 5685812.17 Concrete Block ) on Hydrant Pole Base CP -2 SPIKE AT BACK OF CURB EAST SIDE OF ELM N= 3659681.41 EL= 606.82 J9 p ) p • O 4 AT END OF 10TH STREET (HWY CONNECTOR) E= 5686488.38 e P 9 AL CP -3 SET SPIKE AT SOUTHEASTERLY CORNER 10TH N= 3659510.21 EL= 607.69 E 10TH ST E 10TH ST , AND WASHINGTON NEAR BUILDING CORNER E= 5686136.16 to CP -4 SE SPIKE IN WALK JOINT SOUTHEASTERLY CORNER 11TH AND JACKSON ST N= 3659698.60 E= 5685757.54 EL= 608.36 ' 7- 0 . Cut 'x' On CP -5 SET SPIKE NORTHWESTERLY CORNER IN STREET CONCRETE JOINT 9TH AND WASHINGTON N= 3659237.89 E= 5686193.93 EL= 606.26 N ail Utility Po concrete Island = c Curb Face of CP -6 SPIKE IN STREET CONCRETE JOINT N= 3659088.59 EL= 607.85 curb SOUTHWESTERLY CORNER 9TH AND JACKSON E= 5685961.22 CP -7 SPIKE IN WALK JOINT NORTHWESTERLY N= 3659301.24 EL= 616.87 CORNER 10TH AND WHITE E= 5685517.40 CP -8 [DESCRIPTION] N= 3659843.20 EL= 605.94 E= 5685979.85 CP -9 PK NAIL SOUTHEASTERLY CORNER N= 3658813.62 EL= 608.31 AT 8TH AND JACKSON E= 5686124.61 CP -10 PK NAIL AT SOUTHWESTERLY CORNER N= 3658503.61 EL= 606.59 AT 7TH AND JACKSON E= 5686217.13 CP -11 SPIKE AT EDGE OF WALK AT JOINT N= 3659060.23 EL= 622.86 SOUTHEASTERLY CORNER 10TH AND IOWA E= 5685105.74 CP -12 PK NAIL IN STREET SOUTHWESTERLY N= 3658917.54 EL= 633.11 CORNER 10TH AND MAIN E= 5684760.54 CP -15 [DESCRIPTION] N= 3658334.56 EL= 618.63 E= 5685841.01 CP -20 PK NAIL IN STREET NORTHEASTERLY N= 3659843.47 EL= 606.01 CORNER 11TH AND WASHINGTON E= 5685979.73 CP -21 SET MAG NAIL AT ALLEY SOUTHEASTERLY N= 3659634.33 EL= 612.40 CORNER BETWEEN WHITE AND JACKSON E= 5685593.47 CP -22 SET SPIKE IN JOINT BETWEEN ACC AND CONCRETE N= 3659956.92 EL= 605.13 AT GUTTER NORTHEASTERLY CORNER ELM AT 10TH E= 5686247.69 CITY OF DUBUQUE AND BUESING & ASSOCIATES PROVIDED PROJECT SURVEY, CONTROL POINTS, AND BENCH MARK INFORMATION. DETAILS OF REFERENCE INFORMATION All References Plumb Distances (unless otherwise noted) DESIGN TEAM V e e n s t r a & K i mm, Inc. I ENGLISH I I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100(660)--7s-31 I SHEET NUMBER G.01 I REVISED 12 -17 -2010 11:55AM BJL C: \343020 \34328.pro m \ ♦ / / / / / / / / / / / / / / 1 / 19+00 E 10TH 1 11 0 O 2 N STREET 20 +00 21 +00 W+00 ° e° 6° +00 6° • O O E 1l O TH P ti 0 0 1 ,L0 to P b + 001. 001 6 °1 001 J �i ,�1' �1t'Od 00 • 66 0 1 1' 0 0 n n 00 0' 0 6 6 0 0' 0 9 0 0 0' 4.) 0 0 °0 0 °1 • 0 0 + \ \ \ \ \ \ y / / / / / /./ / / / /./ / / / /✓ / / / 1✓ / / / 1..1 / / / /./ / / / / / / / /./ rt0 O 2° 00 00 e i:� n0 , :1 I „P 1° 60 0' 00 0' 1 10 000- 1 op. 6 0 0' 0 1 00 0' 1 00 0' A 00 0' p 00 0' .,1 0 0 0' 1 . 1 0 00 1' 1 pP • 60 6 6° N . rim 00 60 24 +00 —0 1 16 25+060 9 , 26 0 27 +00 # 6 I (2° -} —i —I— 6 1 0 0 6 0 0 E 10T4 6 °1 ° ° ° ° + , '�6 e STREET 6 ° 0 6 0o o b oo. 6 °1. 6 °■• PP 9 1 Pp - 0 ° 600 1° 60 0 ,�1 06". OP 601 1° 60 1 n 1 6 6 0 ° 0 ° 0° 1 0 ° 0 1 `O Off' 0 • 001 - 0 00'1- 0 001 1 'TWEET b 61' °1' Z. 0 O �- 0 00 0 001 • 28 +00 E 10TH STREET 1 • P6 E 10TH STREET 20 40 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER L.01 I REVISED 12 -17 -2010 11:56AM BJL C: \343028 \34328. pro 1 / P1 Z1 b°6. bb 606• 606 0 b °6 6 °6 I 0 I 0 T + I � I I ��{{-- 06. 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A ` b JACKN 1 1 1 �" 1 0 10 JAC� ON p 1' 1z pb b ,,,,C4) " 6 0 1 S R T 6 6° u 6° � L 6° ,y h) a b° P� S T ET 6 i = 1 0 6 6 6 b 1 ' 1 ' 1 1' 1• 1 . 1 ' 1' 2 I 9 '0 0 ° b 1' b b b b b 6 0 b � ' L 6 °6 1 1 1 �� Y �• ti Y p „ o - • ," 1 ,,,t" 1` 9 6 P-' „� n . e 43.... � t. le � ,4 ` 6 X 0 1 ` 6°6 .A . 6°6 .0 601 ,0 6 °1 0 6° 1 \ 6 6 ._ °6 0 °6 ,p0 ` ` `06 _L ° C=I = I CI N V / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /I/ / / / / / 7 / / / / / / /I tiW N \ ow l \ / i¢ \ -„U 1 \ T \ \ I \ \ I \ I \; t JACKSON STREET I DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (66 0) --7s-31 I SHEET NUMBER L.02 I REVISED 12 -17 -2010 11: 56AM BJL C: \343028 \34328.pro 46 - - 2 6 1 6' 9 0 02 0 e 0�, � o'Y 12 +00 o , ¢g , fi e - 4a13+00 of b ir w . og a - F — I t f --- -- — I I w 6 P • 6 Z 6 ° 1 b o 1 6 o — g 6 0 1 _ o 1 2 1 6 0 1 0 ' ) 6 0 1 ' � o ° ° � — S T : T 6o ha m Fs-� 60' 60 1:. 6ti ^ ED 6 x 1 0,9 ( 1 s 6 4 1' 6 0 1' 6 60 1' 6 0 06 - 45;,— � x6 0 A. o I 06 S� 6p6 0 0 4 666 .0 `O� 114 +00 t I I- 20 40 JACKSON STREET DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I ESL-2100 1 0 0 (66 0) -- 7 s— 3 1 I SHEET NUMBER L. 0 3 I REVISED DUBUQUE COUNTY I PROJECT NUMBERI 12 -17 -2010 11:57AM BJL C: \343028 \3432B.pro 207 +00 -I , C o 0 n P O 0 1 4 2 p 0 1 q 90 4' e. e. 009+00 y ob 6 06 y � 0 —I- —I �- 10 +00 + 44.4 SHIN 4:13b. b oy P6 0 o y�3WAS�I, T N 661 • / / / / / / / / / / / / / / / / / / / / / / / / ( / / / / ( / / / / { / / / / { / / / 0ti '' . 0 16 1' 0� 00 40 0 661 P'' 6014''' 601 0 4 0 0 0 9 40602 0 P e 22 000 04' yob y, 066< o ° y3 • I 3 ' "yS • 42 %C..• 4 " . �y. 666 1�' y3 9A ti n' 22 12 y2 •~ b' 6' 0 ' 0' 0 ' 0 ' 0 ' 00 t (F y y4 p 21 IF 61 iS 61 tF yy r �' Pb • 60 6' 60 6' 2+00 6 6' 60 6' 60 0' y0 @33 +00 60 6 O Cl) 6 0 6 P 2 6 0 'I-- H___ — I — ' � ' —I F. 0 0 6 Z 001 F F 0o y . F F 0 00 . 009 F = Ih0 0 6 0 60 y ob y ob 6 06 y o0 y o0 ' p � 0 n 0. 0' 0, 0.. N~ 0 6 1 ' 6 01 n ` 6 61 ti.' ` 00 0 9 , 66 6 6 066 0 60 .'' 6 660 X I 0 00 0 °j .. 4' 1' 1 0 0 0 0 0 J 6 6' 0' 6 0 6 1' 6 6 6 6 6 60 66 6 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I in T / (- WASHINGTON STREET 1 t WASHINGTON STREET 0 20 40 DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH DUBUQUE COUNTY PROJECT NUMBER( ESL-2100 (66 0) --7s-31 I SHEET NUMBER L. 04 I REVISED 1 12 -17 -2010 i1:57AM BJL C: \343020 \3432B.pro 21 +25 T E. :10TH 0 STREET PI STA. 21 +25.22 23.00' RT N= 3659371.14 E= 5685804.60 PI STA. 111 +08.42 19.00' LT N= 3659447.71 E= 5685802.59 PT STA. 110 +92.45 12.50' LT N= 3659435.71 E= 5685814.97 RADIUS POINT N= 3659429.47 E= 5685800.78 PC STA. 21 +45.02 16.50' LT N= 3659415.26 E= 5685806.97 PC STA. 21 +45.28 16.50' RT N= 3659385.11 E= 5685820.40 RADIUS POINT N= 3659370.90 E= 5685826.59 PT STA. 110 +28.50 12.50' LT N= 3659377.16 E= 5685840.77 PI STA. 110 +12.45 19.00' LT N= 3659359.86 E= 5685841.31 0 0 0 ti T JOINTING LAYOUT RAILROAD RAILS EMBEDDED IN PCC PAVEMENT raTir i■■ mium■ir t∎ ■ ■ ■I ■ ■IJI ■■ ■II ■ESI 4 I 0 I A■ ■ ■ ■ ■ ■ qsamm mm mssm ms 0 0 T 2 0 0 0 0 ■■ isass ■ ■■i ■■ /AV . ■.I■■�. ■■ ■I E 1 ■■r■■ !�►- -nn� -- _ ■ ■ ■� - WINDOW WELL m 0 22 +25 PI STA. 110 +12.22 19.00' RT N= 3659375.0] E= 5685876.16 PI STA. 111 +08.26 19.00' RT N= 3659462.85 E= 5685837.45 PC STA. 110 +91.21 12.50' RT N= 3659444.63 E= 5685838.36 RADIUS POINT N= 3659452.08 E= 5685855.29 PT STA. 22 +03.97 12.50' LT N= 3659435.1] 1= 5685862.66 PI STA. 22 +21.04 19.00' LT N= 3659447.86 E= 5685875.73 PI STA. 22 +21.26 19.00' RT N= 3659413.09 E= 5685891.05 PT STA. 22 +04.33 12.50' RT N= 3659412.31 E= 5685672.93 RADIUS POINT N= 3659395.34 E= 5685880.29 PI STA. 21 +73.12= PI STA. 110 +60.36 N= 3659411.36 E= 5685839.33 PC STA. 110 +29.15 12.50' RT N= 3659387.87 E= 5685863.37 609.53 609.03 21 +50 609.53 609.03 608.66 608.16 608.24 607.74 607.96 PVI 608.33 608.69 608.19 607.97 PVI 608.25 607.75 J Mani , um■ Epp •IIIIIII MN 608.73 608.73 60 08.85 r-- 607.93 ( 608.21 607.71 2% 608.28 607.76 608.00 22 +00 608.28. 607.78 608.65 6.7.84 617.34 608. 5 607.80 607.30 607.80 607.30 WINDOW WELL 609.20 609.00 \ 21+25 608. 609.04 E. 10TH STREET I■■ ■I■ ■II■■U� I■ ■ ■I ■ ■JI ■ ■ ■■ arm 609.60 609.40 \ 6013.78 -" `. 2% 608.52 608.02 60Bi07 22 .?-4 ~ N w U a U) 608.6 0 608.6 608.15 608.11t 6f17.63 2% `607.85 608.24 607.74 607.88 12 %_ 6137.66 608 1 SPOT ELEVATION LAYOUT 608.50 608.16 0 10 20 `607.45 N I 22 +25 607.67 NI 607.45 E. 10TH STREET AND JACKSON STREET DESIGN TEAM Veenstra & Kimm, Inc. ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100(660)--7s-31 I SHEET NUMBER L.05 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328.pro N-, ■� - 11177111117 ■f■TIEI I t`�_\ I : �M■!■� eguni IMM MMI _ -- -I.... MUM I■■■■■■■■ ■ ■U�■■■■■■� 1■ 1■ n: ■ F IMENMEMENI All rr i ■■I■■ I/li■ ■E1 I■ ■I ■■ ■l.._ =I �r EAN ■I ■■ 111E M:: 1,Z ME MA I I _ r NE M■■ ligagrag ■ T■■ AllbaW^\ ■■■■■■■■■■�'�, '111 o :1■■ ■ \I■ ■■ ME \�� \■ M `M• ■\ IN 111■ ■11 NM :IN 111■ 1 \1■ ■Iu LINK law • • • • • • 1 t ■ ■ : NI E. 10TH STREET o \ :; N + . ■■■ ■■ ■■ ■� ■v I � �Mu■ ■� ■■,■ ■v ■raI■. ■ PI STA. 24 +09.92 19.00' RT N= 3659488.18 cv E= 5686064.12 •• PC STA. 24 +26.66 ■� IILIIII ]2.50' RT �- N= 3659500.81 u E= 568fi076.89 VIM rommur ■ ■ ■ am ■ ■ ■ ■..�■ ■■■■..\\ ■■■■•••■ NOMMEN =M EM _� _ ■■..■■.■ ■■. � ENN. Mu.n.M ■■M ■.EN■ M E■■N■■ PI STA. 211 +0B.2B 18.00' LT N= 3659561.33 E= 5686064.42 PT STA. 210 +91.33 11.50' LT N= 3659548.42 E= 5686077.17 18.5' RADIUS POINT N= 3659540.99 E= 5686060.23 PC STA. 24+27.37 12.50' LT N= 3659524.02 E= 5686067.59 PI STA. 24 +09.43 19.00' LT N= 3659522.84 E= 5686048.55 24 +00 18.5' RADIUS POINT N= 3659483.84 5= 5686084.26 PT STA. 210 +29.40 12.50' LT N= 3659491.30 E= 5686101.19 PI STA. 210 +12.32 19.00' LT N= 3659473.05 5= 5686102.13 0 0 t N JOINTING LAYOUT 25+00 r PI STA. 211+08.11 18.00' RT N= 3659575.63 E= 5686097.45 PC STA. 210 +91.06 11.50' RT N= 3659557.41 E= 5686098.35 18.5' RADIUS POINT N= 3659564.83 E= 5686115.29 PT STA. 24 +87.32 12.50' LT N= 3659547.85 E= 5686122.63 PI STA. 25 +05.41 19.00' LT N= 3659560.99 E= 5686136.66 / PI STA. 24 +57.48= PI STA. 210 +60.22 N= 3659524.54 5= 5686100.19 PC STA. 210+28.99 12.50' RT N= 3659501.01 E= 5686124.23 PI STA. 210 +12.07 19.00' RT N= 3659488.14 5= 5686137.00 25 +25 PI STA. 25 +05 64 19.00' RT N= 3659526.20 5= 5686151.93 PT STA. 24 +88.71 12.50' RT N= 3659525.45 E= 5686433.82 18.5' RADIUS POINT N= 3659508.47 E= 5686141.16 0 10 20 ■`_ ■■ ■I■■� ■■■ ■■ ■ ■■ MEM ME I■■ ME 1■■ m■ 1■■ mm ■■■■r ■■ ■!1'N ■■ NUM/ ■■ WNW PP' 0 NEM EIN __ Wain I■■■■■■■i ■■■!1 •■■■■ ■ \■■■ ■■ ■■l 1 ■■■ ■■■■1 1■■■ri3i1 ;1 INEEMEMENI M E NE ME ME I■■ INN ■ ■ MN 111■ mill 111■ ■111 ■.■_ _■.■ ■ ■■ Imo _ ■.■ ■ .■■_ _■■■ ■ 607 11607 INN m o■ Errti OMNI I� 11m■• NNE ■■■ Ji I I ■■ ••• I_■■ 11 1 ■11 .■ ._.. I UUIU• IIIIUII•II ■■ ■■ ■■.._■■ • 1 • • m 607.48 0 607.45 83 A1 1E DE Noe 24 +00 608.02 E. 10TH STREET 607.80 607.80 N ti -* *BAD R 2W 14EE TI- 0 0 N 0 607.20 0 N SPOT ELEVATION LAYOUT 607.86 607.36 607.86 607.36 / / / / 25 +00 25 +25 LOW PT= 607.59 E. 10TH STREET AND WASHINGTON STREET I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100(660) --7s -3 1 I SHEET NUMBER L.06 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328. pro 27 +50 27 +75 27 +25 PI STA. 27 +25.23 19.00' LT N= 3659648.17 E= 5686338.45 `PI STA. 27 +25.23 19.00' RT N= 3659613.29 E= 5686353.52 PI STA. 27 +41.23 12.50' LT N= 3659646.55 E= 5686355.71 PI STA. 27 +41.23 12.50' RT N= 3659625.60 E= 5686365.63 JOINTING LAYOUT -PI STA. 27 +79.80 15.18' LT N= 3659666.31 E= 5686390.05 W riall 111 1 0t: 28 +00 28 +25 r 11111 61/104:t • 20.57' R T7 +77.51 ♦..� 6= 5686402.14 • 1000k w 27 +25 H- 606.87 606.37 607.24 606.90 606.93 606.40 ♦. \• �, 606.24 .. .♦ . :.� :�`v�. • fir. IO .�� in" IWO 606.31 607.20 606.83 606.33 27 +75 28 +00 28 +25 " $1 ', , 606.71 00•# • SPOT ELEVATION LAYOUT -\ --60B.26 F E. 10TH STREET AND ELM STREET I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY 1 PROJECT NUMBER! ESL -2100 (660) - -7s -31 I SHEET NUMBER L. 07 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328.pro PI STA. 101 +48.90 24.00' LT N= 3658567.64 E= 5686185.01 PT STA. 101 +32.16 6.00' LT N= 3658559.60 E= 5686208.23 20' RADIUS POINT N= 3658551.53 E= 5686189.93 10' RADIUS POINT N= 3658540.02 E= 5686188.54 PI STA. 74 +57.36 20.32' LT N= 3658534.27 E= 5686179.50 PI STA. 74 +49.86 20.32' LT N= 3658531.29 E= 5686172.62 PT STA. 74 +59.28 17.00' LT N= 3658531.99 E= 5686182.56 PC STA. 74 +67.94 12.00' LT N= 3658530.85 E= 5686192.52 74 PC STA. 74 +73.80 12.00' LT N= 3658533.18 E= 5686197.89 LO N I 0 t 0 0 0 N 0 JOINTING LAYOUT Q (n o U c RAILROAD RAILS EMBEDDED IN PCC PAVEMENT PROPOSED BUILDING ADDITION PI STA. 100 +99.96, 6.00' RT= PI STA. 75 +06.00, 0.0' N= 3658534.98 E= 5686232.21 PI STA. 101 +00.00= PI STA. 75 +00.00 N= 3658532.60 E= 5686226.71 PC STA. 101 +31.76 18.00' RT N= 3658568.92 E= 5686230.35 20' RADIUS POINT N= 3658577.00 E= 5686248.65 PT STA. 75 +37.80 12.00' LT N= 3658558.65 E= 5606256.61 10' RADIUS POINT N= 3658570.15 E= 5686257.99 PI STA. 75 +54.36 20.56' LT N= 3658573.09 E= 5686268.39 PI STA. 75 +61.86 20.56' LT N= 3658576.07 E= 5686275.27 PT STA. 75 +52.30 17.00' LT N= 3658569.01 E= 5686267.92 PC STA. 75 +43.64 12.00' LT N= 3658560.97 E= 5686261.97 FG= 605.85 606.40 605.90 74-50 606.90 606.40 606.67 607.09 608.59 - 607.15 \ \ \ \ 606.77 607.22 606.07 --\\\ 606.27 605.77 606.56 -607.07 606.06 606.20 606.50 0 0 0 0 606.80 . 74 +75 606.30 0 d5 +00 75 +25 75 +50 I -i 60575 + E. 7TH STREET 0 N m 606.31 / c ~ w xct Uk 606.25 606.27 606.02 SPOT ELEVATION LAYOUT 606.30 `- 606.40 `606.20 \ 606.61 606.33 \ 606.08 o 606.55 606.60 / / / / 606.56 606.10 606.06 2E CE-6-02 605 .75 605.75 + 605.25 605.00 606. / - 606.25 0 606.15 605.65 } 605.75 10 20 E. 7TH STREET AND JACKSON STREET I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER! ESL-2100(660)--7s-31 I SHEET NUMBER L.08 I REVISED 12 -17 -2010 I1:57AM BJL C: \343028 \34328.pro 44i Al 1 10 1 53 +25 j1 I DM GO 1 • 3" DROP CURB PT STA. '53 +13,33 20.58' LT N= 3658855.49 5= 5686115.90 PI STA. 104 +82.34 15.00' LT N= 3658876.40 E= 5666058.70 PI STA. 104 +65.34 24.00' LT N= 3658857.21 5= 5686057.31 PT STA. 104 +42.86 15.00' LT N= 3658840.25 E= 5686074.59 10' RADIUS POINT N= 3658836.23 E= 5686065.44 PC STA. 52 +59.39 13.00' LT N= 3658827.06 E= 5686069.42 10' RADIUS POINT N= 3658833.46 E= 5686059.07 PI STA. 52 +40.30 21.00' LT N= 3658826.79 E= 5686048.73 52 +25 52 +50 ___E BTH STREET PI STA. 52 +40.43 21.00' RT 5= 5686065.58 10' RADIUS POINT N= 3658791.32 5= 5686077.52 PC STA. 52 +59.61 13.00' RT N= 3658803.30 5= 5686079.99 10' RADIUS POINT N= 3658794.13 E= 5686083.98 PI STA. 104 +19.76, 3.00' LT= PI STA. 52 +81.48. 0.01' RT N= 3658823.94 E= 5686094.87 PT STA. 103 +96.90 15.00' LT N= 3658798.17 E= 5666093.12 PI STA. 103 +72.84 24.00' LT N= 3658772.52 E= 5686094.60 PI STA. 103 +57.19 15.00' LT N= 3658761.84 E= 5686109.15 RAILROAD RAILS EMBEDDED IN PCC PAVEMENT II 1 1 1 1 1 I� II lI / P III II I I \ \ k\ I JOINTING LAYOUT PI STA. 104 +81.62 3.00' LT N= 3658880.57 5= 5666069.98 PI STA. 104 +80.91 9.00' RT N= 3658884.74 E= 5686081.25 PC STA. 104 +60.19 9.00' RT N= 3658865.77 E= 5686089.59 20' RADIUS POINT N= 3658873.82 5= 5686107.90 PI STA. 104 +19.76= PI STA. 52 +84.48 N= 3658825.14 E= 5686097.62 PT STA. 53 +13.69 20.42' RT N= 3658818.02 E= 5666132.54 PI STA. 103 +58.62 9.00' RT N= 3656772.84 E= 5686130.53 PI STA. 103 +57.91 3.00' LT N= 3658767.34 E= 5686119.84 PI STA. 53 +16.50 0.0' N= 3658837.88 E= 5686126.99 PI STA. 53 +16.55 20.41' RT N= 3658819.17 5= 5686135.16 20' RADIUS POINT N= 3658799.69 E= 5686140.54 PC STA. 103 +79.15 9.00' RT N= 365079].62 5= 5686122.25 PI STA. 53 +41.44 20.59' LT N= 3658866.69 5= 5686141.69 53 +50 PI STA. 53 +41.50 0.0' N= 3658847.82 E= 5686149.93 609.66 --' E. 8TH STREET 609.66 608.71 609.10 608.68 608.18 608.82 608.91 609.08 608.58 608.41 D + f 11/ I I I 608.54 I 608.30 I 0 YW '") UQ 608.70 T I \\ v 11- / 608.75 \\ /r 5 2 +25 52 +50 52 +75 �\ h" Ii / 53 +00 609.23 -J 1---- 09.23 N 608.98 608.99 / -ID I I \ \ \ \\ I II \ \ / I 7 7 608.56 608.18 608.04 607 11 608.56-1 I / / / 1 / 608.80 • / II 608.65 SPOT ELEVATION LAYOUT II II �� /- 608.81 1 608.56 II I I 608.60 II /fIAA ,- 608.60 \ X608.95 1 \ I \ 1 \ 1 / / 1 1 / / 1 608.50 608.67 608.42 -'/ / / / / / C 607.71 607.21 608.60 608.30 608.20 \ 608.20 + \ 607.70 \ 608.18 \ >C / / / / / / / / / / / / / / / 608.36 608.61 608.11 53 +25 608.40 608.60 608.10 r- 608.84 0 608.30 J 10 20 608.46 607.96 53 +50 E. 8TH STREET AND JACKSON STREET DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100(660)--7s-31 I SHEET NUMBER L.09 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34326.pro PT STA. 107 +62.31 12.50' LT N= 3659133.67 E= 5685948.31 10' RADIUS POINT N= 3659129.63 E= 5685939.16 PC STA. 41 +49.65 13.00' LT N= 3659120.45 E= 5685943.12 PI STA. 41 +28.00 21.00' LT N= 3659119.21 E= 5685920.08 / / / / / / / / k / // / / 41 +25 4 / / / / / / / / / / PI STA. 41 +28.00 21.00' RT N= 3659080.65 E= 5685936.73 PC STA. 41 +56.12 13.00' RT N= 3659099.14 E= 5685959.37 PI STA. 41 +72.34 N= 3659117.50 E= 5685969.11 10' RADIUS POINT N= 3659089.96 E= 5685963.34 PT STA. 107 +17.45 6.44' LT N= 3659095.07 E= 5685971.93 PI STA. 107 +13.85 6.00' LT N= 3659091.96 E= 5685973.79 PI STA. 106 +80.75 24.00' LT 9= 3659054.41 E= 5685970.63 0 01 0 I o JOINTING LAYOUT PI STA. 107 +88.45 19.00' RT N= 3659170.31 E= 5685966.56 PI STA. 106 +75.63 26.00' RT N= 3659069.84 E= 5686018.46 API STA. 106 +07.63 18.00' RT N= 3659004.37 E= 5686038.50 PC STA. 107 +61.98 12.50' RT N= 3659143.47 E= 5685971.31 10' RADIUS POINT N= 3659147.51 E= 5685980.46 PT STA. 41 +94.70 13.00' LT N= 3659138.33 E= 5685984.44 PI STA. 42 +16.53 21.00' LT N= 3659154.37 E= 5686001.28 00 42 +25 E. 9TH STREET PI STA. 42 +16.44 21.00' RT N= 3659115.82 E= 5686017.93 PT STA. 42 +00.44 13.00' RT N= 3659116.77 E= 5686000.06 10' RADIUS POINT N= 3659107.60 E= 5686004.05 PC STA. 107 +15.99 18.00' PT N= 3659103.58 E= 5685994.89 / / / / / / / / / / // / / / / 609.14 608.64 608.94 608.44 608.22 608.71 608.80 609.30 41 +25 609.01 1 608.63 J ! / / / / / / / / "/ 1\ 609.00 609.10 \ 609.02/ 608.52 608.86 608.36 608.65 608.15 4 `609.14 608.86 608.20 607.70 608.46 607.96 608 59 608 09 DC ♦ \I I I 608.13 ♦ N V I ♦ n ♦°, 608.20 ♦ ` 608.41-\ \ -50 `♦ 7 \ I.1� 608.98 608.48 608.47 7 606.31 i I \ 608.91 i 608.41 / L . 1 1 / N _I_ I n 0 I DC/ 608.72 608.22 608.57 608.07 607.94- 00 O ~ ( 'w 1 03 N 0 N 0 607.B0- u1 o 1 608.02 608.06 / 1 608.14 SPOT ELEVATION LAYOUT / 607.72 \-608. .28 7.78 / 608.32 607.82 607.98 608.17 608.11 608.04 DC 607.90 4 - 608.24 608.20 ♦ - DC 7 607.57 + 608.41 \ 607.91 \ 608.6 607.80 \ 608.23 \ \ \ X 608.57 608.21 607.71 00 42 +25 607.97 608.04 608.27 607.77 608:47 607 97 608.50 608.27 \ 608.16 \ 607.66 0 10 20 E. 9TH \STREET 607.79 /// / / / / / / / / E. 9TH STREET AND JACKSON STREET I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER ESL-2100(660)--7s-31 I SHEET NUMBER L. 10 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328.pro L / PI STA. 114 +19.89 19.98' LT N= 3659732.46 E= 5685676.35 8' RADIUS POINT N= 3659722.37 E= 5685680.21 PC STA. 62 +63.82 20.50' LT N= 3659715.04 E= 5685683.40 POT STA. 62 +52.43 20.50' LT N= 3659710.49 E= 5685672.96 E. 11TH STREET 62 +25 62 +50 62+75 T PI STA. 62 +52.51 19.06' RT N= 3659674.25 E= 5685688.83 PI STA. 62 +52.51 20.56' RT N= 3659672.88 E= 5685689.43 PT STA. 62 +64.01 20.56' RT N= 3659677.46 5= 5685699.97 8' RADIUS POINT N= 3659670.13 E= 5685703.16 PC STA. 113 +52.05 12.50' LT N= 3659673.35 6= 5685710.48 PI STA. 113 +32.66 19.00' LT N= 3659652.98 E= 5685712.34 / f / PT STr�. 114 +14.75 14.84' LT N= 3659729.82 E= 566583.12 PT STA. 114 +14.57 14.841F N=3659741.59 E= 5585710.37 JOINTING LAYOUT 63 +00 H- PI STA. 113 +80.54= PI STA. 62 +84.40 N= 3659704.46 E= 5685710.46 63 +25 63 +50 ▪ / / / / / / / / \ 8' RADIUS POINT • N= 3659686.48 E= 5685740.76 • PC STA. 113 +51.86 \ 12.50' RT N= 3659683.26 E= 5685733.44 \ PI STA. 113 +32.41 19.00' RT / / N= 3659668.05 E= 5685747.22 PI STA. 114 +20.23 20.50' RT N= 3659749.05 E= 5685713.28 8' RADIUS POINT N= 3659738.69 5= 5685717.82 PC STA. 63 +04.74 20.50' LT N= 3659731.34 5= 5685721.00 POT STA. 63 +14.48 20.50' LT N= 3659735.21 E= 5685729.94 PI STA. 63 +16.56 19.00' RT N= 3659699.78 E= 5685747.52 PI STA. 63 +16.57 20.50' RT N= 3659698.40 E= 5685748.12 PT STA. 63 +05.06 20.52' RT N= 3659693.82 E= 5685737.57 E. 11 TH STREET 62 +25 62 +50 62 +75 I I 63 +00 63 +25 63 +50 -H n T / / / /.< 609.72 \ 609.35\ 609.23 \ 608.73 0 T N 608.96 i r-608.84 o I + 608.121 N I 608.60 608.581 608.14 608.36 SPOT ELEVATION LAYOUT 608.45 609.09 608.59 608.74 \\ `608 58 608.08 608.38 608.25 607.87 607.27 `609.39 - 608.35 607.85 X 608.51 0 10 20 E. 11TH STREET AND JACKSON STREET DESIGN TEAM V e e n s t r a OI K i m m, Inc. I ENGLISH I DUBUQUE COUNTY PROJECT NUMBER' ESL-2100(660)--7s-31 I SHEET NUMBER L.11 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \3432B.pro MEM MEN MEM ■. MN ■. mIN .- ` MEM Em gr .. MIMI morallIMEN -U.- -•.- -U.- MMINI - 411! ME■ �.; MAIM AIME Ili gepHallia PI STA. 207 +92.50 19.00' LT N= 3659271.90 E= 5686190.78 PT STA. 207 +70.24 12.50' LT N= 3659254.15 E= 5686205.71 10' RADIUS POINT N= 3659250.12 E= 5686196.56 PC STA. 44 +33.79 21.00' LT N= 3659240.95 E= 5686200.54 44 +00 44 +25 44 +50 F 4 1- PC STA. 44 +27.59 21.00' RT N =3659199.95 6= 5686211.59 10' RADIUS POINT N= 3659190.78 E= 5666215.57 PT STA. 207 +08.24 19.00' LT N= 3659194.80 6= 5686224.73 PI STA. 207 +06.99 19.00' LT N= 3659193.66 E= 5686225.23 o � 0 0 N 0 0 + 0 N 44 +75 PI STA. 44 +88.33 24.37' LT N= 3659265.77 E= 5686249.22 0 ID 0 N 45 +00 45 +25 44+00 44 +25 44 +50 44 +75 45 +00 45 +25 PI STA. 207 +39.08= PI STA. 44 +56.46 N= 3659230.68 E= 5686229.71 PI STA. 207+06.99 19.00' RT N= 3659208.94 E= 5686260.02 PI STA. 207 +92.46 19.00' RT N= 3659287.19 6= 5686225.57 PC STA. 207 +73.38 12.50' NT N= 3659267.11 6= 5686227.32 10' RADIUS POINT N= 3659271.14 E= 5686236.47 PT STA. 44 +76.77 'C 24.38' LT N= 3659261.96 E= 5686240.45 PI STA. 44 +88.30 24.83' RT N= 3659220.60 6= 5686268.79 PT STA. 44 +82.62 24.83' RT N= 3659218.34 E= 5686263.57 7' RADIUS POINT N= 3659211.92 E= 5686266.36 PC STA. 207 +07.16 19.00' RT N= 3659209.10 E= 5686259.95 4 / / / / / / / / / / / / / / 0 0 11 I 0 N N JOINTING LAYOUT SPOT ELEVATION LAYOUT o \ _ N \ 0 10 20 E. 9TH STREET AND WASHINGTON STREET I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER L.12 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328.pro POT STA. 65 +34.73-' 20.50' LT N= 3659822.57 E= 5685932.12 PC STA. 65 +49.41 20.50' LT N= 3659828.40 E= 5685945.59 PI STA. 65 +32.92 18.78' RT N= 3659785.80 E= 5685946.04 PI STA. 65 +32.92 -' 20.28' RT N =3659784.42 t= bbdb94b.b4 6' RADIUS POINT N= 3659786.38 E= 5685966.33 PT STA. 213 +53.77 11.50' LT N= 3659788.79 E= 5685971.83 PI STA. 213 +32.07 18.00' LT N= 3659766.30 E= 5685974.59 PI STA. 214 +20.95 20.50' LT N= 3659846.60 \ E= 5685936.53 \ \ \ 8' RADIUS POINT N= 3659835.74 E= 5685942.42 / / / / / / / / / / / / / / / PI STA. 213 +79.98= PI STA. 65 +69.14 N= 3659817.41 E= 5685971.84 65 +00 65 +25 65 +50 E. 11TH STREET / / / / / / / / / / / / / / / PC STA. 65 +51.78 20.29' RT N= 3659791.89 E= 5685963.96 0 + ▪ T N PT STA. 214 +14.30 13.84' _T N= 3659843.20 E= 5685945.31 PT STA. 214 +13.65 13.84' RT N= 365983.80 E= 56859 LO N ! + Cu N 0 + 1 2 T N 0 I 0 JOINTING LAYOUT PI STA. 213 +83.63= PI STA. 65 +69.14 N= 3659820.76 E= 5685970.37 \ PI STA. 214 +19.64 19.84' RT \ N= 3659861.71 E= 5685973.95 B' RADIUS POINT N= 3659850.91 E= 5685978.35 / / / / / / / / / / / / / / / PC STA. 65 +88.45 16.50' LT N= 3659843.57 E= 5685981.53 PT STA. 65 +86.77 20.33' RT N= 3659805.76 E= 5685996.09 POT STA. 66 +01.76 16.50' LT N= 3659848.86 E= 5685993.74 65 +75 66 +00 66 +25 T PI STA. 66 +04.35 18.66' RT N= 3659814.09 E= 5606011.64 PI STA. 66 +04.34 20.36 RT r N= 3659812.72 E= 5686012.23 */ / / / / / / / / / / / / / / \ 6' RADIUS POINT N= 3659800.25 E= 5685998.47 PC STA. 213 +53.57 11.50' RT N= 3659797.84 E= 5685992.98 PI STA. 213 +31.88 18.00' RT N= 3659780.59 E= 5686007.63 \ 65 +00 65 +25 65 +50 E. 11TH STREET 0 T N I + t 605.85 2 0 OW 2W HCE Tk 0 In ti 0 + I m T N o Z SPOT ELE?IATION 65 +75 66 +00 66 +25 H H- 1 605.79 / / / / / / / / / / / / / / h LAYOUT 605.50 605.66 \ 606.18 \ co No w \ \ \ 605.90 605.40 0 10 20 E. 11TH STREET AND WASHINGTON STREET I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY I PROJECT NUMBER! ESL-2100(660)--7s-31 I SHEET NUMBER L. 13 I REVISED 12 -17 -2010 11:57AM BJL C: \343028 \34328.pro s � 0 1 i I I s 15 0 _ s s s Is I I 1 I I I 1 1 W FRANCHISE UTILITY CORRIDORS PERMEABLE PAVING IN PARKING SIDEWALK CITY CORRIDOR it WATER STORM ELEC (LIGHT) FRANCHISE UILTITY I CORRIDOR I I FEET BACK OF CURBLINE 6 I j GAS 1 F.O. y m PHONE m U ALLIANT— POWER DUCT m * WATER WILL BE ON ONE SIDE, STORM ON THE OTHER 12 t 5 S s S:; 0 s- L r P WHITE STREET C% Z C A N N Z5 C\ JACKSON STREET WASHINGTON STREET 29'5 5 () 5 y• 0 YA m r 50 100 s' 1 � w I L Q I C 0) L 0 \ 0 ■ W I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBERI ESL-2100(660)--7s-31 I SHEET NUMBER M.01 I REVISED 12 -17 -2010 11:58AM BJL C:\34302B\34328.pro NOTES 1. FRANCHISED UTILITY PROVIDERS WILL BE PRESENT AND WILL NEED TO BE COORDINATED WITH DURING THE PROJECT'S DURATION. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF UNDERGROUND UTILITIES PRIOR TO DIGGING OR PLACEMENT OF NEW UTILITY. 3. DUE TO THE NATURE OF THE AREA. CONDITIONS OF UNDERGROUND MAY VARY FROM THE PLAN SHEETS. 4. TYPICAL WATER MAIN NOTES FOR THE CITY OF DUBUQUE CAN BE FOUND ON SHEET C.XX. 5. TYPICAL WATER MAIN DETAILS FOR THE CITY OF DUBUQUE CAN BE FOUND ON SHEET U.XX. 6. SURVEY FOR THE PROJECT WAS PROVIDED BY EITHER THE CITY OF DUBUQUE OR BUESING AND ASSOCIATES. 7. ALL WORK SHALL BE CARRIED OUT WITH EXTREME CARE AS TO NOT DAMAGE OR ALTER EXISTING UTILITY CONDITIONS UNLESS OTHERWISE INSTRUCTED. B. ALL SERVICES SHALL BE TAKEN TO THE FACE OF THE BUILDING (OR AS CLOSE AS PRACTICAL). 9. ADJACENT PROPERTY OWNERS WILL BE RESPONSIBLE FOR THE PENETRATION OF THE FOUNDATION WALL AND SEALING THEREOF. / / /_/ / /,y 11TH STREET { / / / • > / / /> F 66 56 SS - 66'SS 12 p - S S I DESIGN TEAM Veenstra & Kimm, Inc. 12 -17 -2010 11:58AM BJL C: \343028 \34328.pro • I ENGLISH '✓ ,Q./ // i D U B U a UE COUNTY I PROJECT NUMBER /• H 20Th / : / 50 IV 9 ESL -2100 (660) - -7s -31 I SHEET NUMBER M. 02 I REVISED 100 625 620 615 610 605 600 595 590 585 WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES: CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 93 +00 00 STA. 94 +13.77 1.83' LT 2 0" BUTTERFLY 9 4 +81.30 62 ' 0 1'50' 36 57943.28 568 6292.03 3 2.48 30.00 1 8.04 94 +00 ggl 94 +46.92 A= 75'56'2 orth 1 365791 st06 5686239.27 q�♦ 30.00 T. ♦ 23.41 LWIClf 20° W NFL NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM etacw MEE V X 96 +00 02 16 9 00 56$ 30 p0 / 7.20 s. / ♦ I ,/ / 6 \\\ ' 1 ' r / ♦ --------- ' 'fi 95 +00 96 +00 TO THE MUTCD DM A. STA. 97+8 ♦ + 11.96' RT ♦ \\♦ \ 20' BUTTERFLY \ALVf ♦ 97 +00 97 +00 ♦ 20 ■ ARD HYDRANT LEAD //i STA. 97 +75.00. 11.57> RI DRINKING FOUNTAIN ASSEMBLY LOCATE FOUNTAIN V 8' RT / TA. 97 +90.00 r 12.00' RT / 20'x6" TEE. 6" GATE VALVE r' AND CONNECTION / TO EXISTING STA. 97 +85.00 11.96':RT 20' BUTTERFLY VALVE 18' MINIMUM 18' MINIMUM 0 STA. 97 +95.00 \ 12.00' RT 20'x6' TEE AND \6' GATE VALVE STA. 97 +90.00 12.00' RT 20 "x6' TEE 20 STA. 97 +95.00 12.00' RT 20'x6' TEE AND 6' GATE VALVE 98 +00 N N m tJ u 625 620 615 610 605 600 595 590 565 40 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER M. 03 I REVISED 12 -17 -2010 11:56AM BJL C: \343028 \3432B.pro 625 620 615 610 605 600 595 590 585 98 +75,52 6 '53'30" 36 58327.13 568 6317.37 84.20 700.00 42.15 JACKSON STREET 99 +00 99+00 -. E.157 13.310 1 � \ PROPOSED 20" WATER MAIN MINIMUM SRRINGLINE WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 100 +00 PROPOSED 8' WATER MAIN ABANDON B' CAP 8' CAP NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 0 ,20.'...44 6 W- 18' MINIMUM 100 +00 101 +00 STA. 101 +05.15 10.00' RT 20'x8' TEE I STA. 101 +08.15 10.00! RT 20 "x8 TEE STA. 101 +05.01 40.14' LT 8' - 45' BEND AND CONNECTION TO EXISTING STA. 101 +08.02 37.07' LT 8' - 45' BEND STA. 101 +08.03 33.63' LT 8'x6" TEE AND 6' HYDRANT ASSEMBLY LOCATE HYDRANT ' RT 6' CAPS ABANDON 6'W STA. 101 +08.15 10.00' RT 20'x8" TEE AND 8" GATE VALVE STA. 101 +05.15 10.00' RT 20 "x8" TEE. B" GATE VALVE AND CONNECTION TO EXISTING I STA. 101 +56.16 10.00' RT 20"x6" TEE 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER M , 04 I REVISED 12 -17 -2010 11:58AM BJL C: \343028 \3432B.pro 625 620 615 610 605 600 595 590 585 *rA �ut ■ �� 1 5 +11 t • L - DM 101 0 mu, .k 0 I ■ iY Z. T 8" CAP 6" CAP 101 +00 STA. 101 +05.01 40.14' LT 8' - 45' BEND AND ( CONNECTION TO EXISTING STA. 101 +08.02 37.07' LT B' - 45' BEND 1j 33A. 101T08.03 33.63' LT 8 x6" TEE AND f / I 6' HYDRANT ASSEMBLY LOCATE HYDRANT ' RT IS - osxia nor � s.c ABANDON 6"W II c •. I� I TAR lin III OM , J _ }_ NT All �1 11140 STA. 101 +05.15 10.00' RT 20"x8° TEE STA. 101 +08.15 10.00 RT 20 "x6 TEE IEMMO savr STA. 101 +08.15 10.00' RT 20°x8' TEE AND 8' GATE VALVE STA. 101 +05.15 10.00' RT 20"x8" TEE. 8" GATE VALVE AND CONNECTION TO EXISTING ( STA. 101 +56.16 10.00' BT 20 "x8" TEE STA. 101 +56.16 10.00' RT 20•x6 " TEE STA. 102 +51.07 9.94' RT 20"x6" TEE w U ¢- w CC N a NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE #4 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE B. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES: CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. DMi iThr I 'll " PROPOSED 20 "- WATER MAIN 10.00' RT ABANDON 6'W 6 WATER SERVICE STA. 102 +51.07 9.94' RT 20"x6' TEE 20 BUTTERFLY VALVE STA. 103 +49.68 10.00' RT 20'x6' TEE 6' TO -------- ------ -- 102+00 103 +00 ABANDON 4' 12" CAP STA. 104 +11.34 10.00' RT 20"x12" TEE AND 12" GATE VALVE 4' WATER SERVICE M MINIMUM SPRINGLINE REMOVE MANHOLE AND VALVES W ' D OSED 12" Rte WATER MAIN REMOVE 12" W PROPOSED 12' SANITARY SEWER STA. 103 +49.68 t - 10.00' RT 20'x6" TEE ow N Q 104 +00 I- 'd I STA. 104 +08.34 10.00';PT 20° BUTTERFLY VALVE f] STA. 104 +11.34 10.00:' RT 20'x12" TEE , e � e fir STA. 104 +23 10.00' RT 20 °x20" TEE INVv596.62(N) INVA 596.62 W INVi596.52 E 72 18" MINIMUM PROPOSED 20" WATER MAIN STA. 104 +23.72 10.00' RT 20"x20' TEE AND 20" BUTTERFLY VALVE STA. 104 +65.00 10.00' RT 20" BUTTERFLY VALVE STA 104+65.00 10.00' RT 20 BUTTERFLY VALVE 226.0 F 105 +00 20" W ( P -502 OF 12' PIPE @ 0.22 % 0 18' 20 PROPOSED 12" SANITARY SEWER 40 -r- 106 +00 625 620 615 610 605 600 595 590 585 I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER( ESL -2100 (660) - -7s -31 I SHEET NUMBER M 05 I REVISED 12 -17 -2010 11:58AM BJL C: \343028 \34328.pro m m 0 01 • + ID 0 z • I- ID Ol ID W w Z 1-t w o W 0 625 620 615 610 605 600 595 590 585 It HER 30UN NOEfl 3URI TANK CON Min "m 111.111111 -4-1221 1..L 1/11111.2115; mmemb:j F F ., JIIERIC - vialmWd■Mr■E=M l da.o A 1 111 4 ,11lEt flrE l 1FE /01111 OM IOU Irmo liallhIll ImirAm-Er. ..■••■ Ni ■WAI Iiiiiiiiiiiiiiiii11111111 110:741Mill MRAINWIili =21=1==1========CP1,Fr I P -506A 441111Wiiriag=1=1=1= ICILAN IMIIESMM ME I I in I..' IN IUL MIN U--. um= U. t _41 Dreg 61V.• 110+00 i ,JACKSON STREET 11+00 11 .... - - - L :i711 dailivor ST 60 14475.00 %NIT 20P - 22-1/2' BEND 12 2Or' - 22-1/2' BEND I S 107+23.06 I 14.00' RT U ABAN 6'W r--- ABANDON 6"W STA. 107+3 39.39' LT 8"x6"x6" REDUCING TEE AND 6" VALVE: CONNECT TO EXISTING STA. 107+21.99 39.45' LT 8' - 90' BEND PROPOSED 8' WATER MAIN 18" INV MINIMUM 597.12(5) N Lu -1CC COI- el L I 1 1 • tLIZ I , (ill .1 131: - 11111 /181 1 .- -■Itirs"'"D ',1'. liff 1,0 r I AllMi ,r. ,.. Alhilmor n P 12" WATER MAIN z UI In CII • Ell 0 •-+ NON 0 CU 0 I •0 :•. I- 0 M•r 107+00 STA. 107+23.06 14.00' RT 20x72" TEE AN 12' GATE VALVE 43 ..-. I STA. 107+21.63 14.00CI . 20 TEE AND ' GATE VALVE 0 Z x 0 ( 11111r gri0=== 1 0 REMOVE HYDRANT STA. 107+27.11 14.00 RTi 20' BUTTERFLY VALVE 12' SEWER PLUG STA. 107+27.11 14.00' RT 20° BUTTERFLY VALVE STA. 107+21.63 14.00' RT 20'x8" TEE AND B' GATE VALVE STA. 107+73 50 14,00 RT <cm 20'3(6" TEE AND 8' GATE VALVE ON ■-1 W • 0 II <0 I X i•-• (fiI 2 6"x4" REDUCER STA. 107+42.77 39.30' LT 4" - 90' BEND AND 4' GATE VALVE: CONNECTION TO EXISTING STA. 107+73.50 14.00' RT 20"x6" TEE AND HYDRANT ASSEMBLY: LOCATE HYDRANT 21' RT IN17. Ora 117 INV=60 INV-60 25 0.0 00 (N) 108+00 EXISTING 12i STORM SEWER (SHOWN OUT (1. SECTION) // PROPOSED 20' WATER MAIN 14.00 PT PROPOSED 12' SANITARY SEWER 7.00' LT [0] V/ 0,ERE47 0(.1 AT mate i 1 . 1 1(3(1 I 1 WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES: CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. MINIMA( TO SPRINGLINE 307.-O_LE OF:.12:*.RIRE @ -0-22 X ( P-504 ) 109+00 NOTES: PROPOSED 12' WATER MAIN 18.00' RT STA. 110+42.28 14.00' RT 20x12" TEE AND 12' GATE VALVE STA. 110+69.29 13.99' RT 20"x6' TEE 6' WATER SERVICE iiiul 1 , 1!! NM I 9 i i' g _a Er g r I MEE FMB I NNE GI ii . I ••N NILO i i UNE 1 I 1-8 'tau 4iliiimisma 1. SURVEY PROVIDED BY CITY OF DUBUQUE 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE 42 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE B. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL/ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD EXISTING 12' STORM SEWER (SHOWN OUT OF SECTION) ....A... 0 •••••••••...., 110+00 40 • ((IN _I S . TA. 110+69.2 20"x6' TEE 13.99' RT _ 110+76.23 44.00 RT 20' BUTTERFLY VALVE -( P-21 INV4599.32 (N, S) INV 599.07 (E. WI 111+00 ABANDON B"W 0 STA. 110+76.23 14.00' RT 20" BUTTERFLY VALVE ABANDON AND REMOVE HYDRANT 6' CAP -1 STA. 110+95.69 14.00' RT 20"x6' TEE AND HYDRANT ASSEMBLY 293 9 LF OF ( P-505) 20 12' PIPE @ 0.22 % 40 V AT 6IA.CE STA. 110+95.69 14.00' RT 20'x6" TEE AND HYDRANT ASSEMBLY; LOCATE HYDRANT 21' PT 0 ON + • m Op CO w 03 w 21 a) X 625 620 615 610 605 600 595 590 585 1 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH 1 EllJE3LJOLJEE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER M. 06 I REVISED 12-17-2010 11:58AM BJL C:\343028\34328.pro 0 0 0 0 • M Cu 625 620 615 610 605 600 • S 6" CAP BANDON 6" • • OM • STA. 113+96.45 14.02' RT .� 20" - 90' BEND (ORIENT 115 +00 UP 45' FROM HORIZONTAL) r Yes E� e S 116 +00 s- 6 PA MR _s ALP OM e • MCP PM DM €� 595 590 585 PROPOSED 12" SANITARY SEWER • PROPOSED 20' \ WATER MAIN • 14' RT 293 - 9..4F..OF...12'.. PIPE.. @..0_22.. % ( P -505 STA. 113 +80.90. 27.21' LT 8" - 90' BEND. 8'x6" REDUCER AND CONNECTION TO EXISTING 4,- STA. 113+57.50 14.00' RT 20" - 45' BEND (VERTICAL) STA. 113 +63.00 14.00' RT 20" - 45' BEND (VERTICAL) SSW Magi icGIP A/ .—L1414-5.9.51-9.7-(S STA. 113+57.50 i4 00' )RT 20 - 45' BEND STA.i 113 +63.00 RT 20" i- 45' BEND 10 STA. 113 +85.26 14.00' RT 20 'x8' TEE (ORIENT BRANCH 45' FROM HORIZONTAL) STA. 113 +96.45 14,02' RT 20" - 90 (ORIENT 45 FOR HORIZONTAL) 0 1 ) — INTAI(E STA. 113 +85.28 27.17' LT 8" - 90' BEND STA. 113 +85.22 7.50' RT 8" - 45' BEND (ORIENT VERTICAL) AND 8" GATE VALVE GAGER STA. 113 +85.26 14.00' RT 20'x8' TEE (ORIENT UP 45' FROM HORIZONTAL) STA. 113 +96.38 24.00' RT 20" - 45' BEND (ORIENT VERTICAL) CONCTRACTOR TO DETERMINE DEPTH AND ALIGNMENT OF 20' WATER MAIN AFTER LOCATING 20' GAS MAIN ocsma BMW. AT WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 113 +00 114 +00 115 +00 Svc 116 +00 4 tiW NW 3 U) 0 — f U 117 +00 20 40 JACKSON STREET NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE #7 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USEO FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 625 620 615 610 605 600 595 590 585 DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER m.07 I REVISED 12 -17 -2010 11:5BAM BJL C: \343028 \34328.pro 635 630 625 620 615 610 605 600 595 Min lag -- IFS -� � 1111,1 I NGI I r ma 11t1��- 1�- I�ill�.u� ff•F, 1 1 a - . ENIETRIZYIf■■1IEMI- IAI-Yi■II■ MEro miii 11.111 _: 8' CAP -J H ea aw STA. 16 +59.11 - 4.90' AT 12' - 5' BEND / + 8" CAPS - ES F- E 10TH 12.5 1tl +00 12-s 65 55 PROPOSED 10'W 12'5 -I- 55 a- S STA. 1= 41.7 REMOVE EXISTF CONNECTION EXISTIT MAT II I II II II 16 +0 0 � REMOVE L 20' E 9 TE 16 +00 ABANDO N 8'W 8' CAP REMOVE HYDRANT. REMOVE VALVE -STA. 16 +44.21 4.90' RT 12" GATE VALVE ABANDON 8'W STA. 16 +46.21 4.90' RT 12 "x6' TEE AND 6" HYDRANT ASSEMLY; LOCATE HYDRANT 21.5' RT 17 +00 WATER NOTES: STA. 17 +46.38 31.85' LT CONNECTION TO EXISTING REMOVE VALVE STA. 17 +46.38 18.00' RT 12"x10' TEE AND 10' GATE VALVE STA. 17 +46.38 25.61' RT CONNECTION TO EXISTING 18 +00 REMOVE 6' CAP STREET PilliiiiiiL Nlq. -,1■1 -- . � . f � �� . � .. �I- ■1I�- I-- Ilnl- 1 I- iI- i71�� STA. 17+42.7B, 16.00 RT I R T Eli ME 12 TEE, 10° GATE VALVE, I (2) - 10' - 45' BENDS STA. 16 +72.21 18.00' RT 12' - 45' BEND I 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 1 1 NOTES: II I 1 1 I 1 I PROPOSED 12' WATER MAIN 18.00' RT STA. 20 +26.87 27.36' LT 8" - 90' BEND, 8 REDUCER AND CONNECTION TO EXISTING STA. 20 +23.01 27.37' LT 8° - 90' BEND 0 6' CAPS I (TYP. FOR 4) 1 w 4: ■nI■..■ II 11■1 1 M 1 . i■ ■� 1■ i■� ■ ■■ Y\I11\ ...,...1.... v11•El ■■ ∎. ■■ ■ ■■ min •u• Iii ■ ■■ ■■i lipI,I\ ■i p■llii.■■ ■ ■■. \ ii6 M ■ I■■ �r19@ I■■■ ■■■'M11AAE ■ ■E ► fir a- s e ti OP• 17 �1fr A�i ■■■.■. ■■ �� Ui ■.. ■■� ■u ° i' ! 1®! C11J ■ ■■ ■■ -■ ■- STA. 20+29.51 18.00' RT 12 GATE VALVE Cli li■I■I■Gw��.l■■■I■Ie■I■■Iww ■mIn■IwiwlGii iie I I. BE■lieiliunn ■■r1 �I■IuIn�I MI $_ 1 / I A. 20 +23 ° '�5 18.00' RT 8" x8" TEE AND I II 8" GATE VALVE I STA. 19 +26.00. 18.00' RT 12'x6" TEE AND HYDRANT ASSEMBLY; LOCATE HYDRANT 25' RT 19 +00 20 +00 STA. 20 +26.51 18.00' RT 12 "x8" TEE AND 8' GATE VALVE STA. 20 +26.59 31.97' RT 8'x6' REDUCER AND CONNECTION TO EXISTING 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD EXISTYNG 12' WATER MAIN STA. 16 +41.71 4.90' BT CONNECTION TO EXISTI G _1 511 - A. 16 +44.21 4.90' RT 12" GATE VALV STA, 16+46,21 4 .90' RT 1 2 "x6° TEE STA. 16 +59.11 4.90' RT 12' - 45' BEND STA. 16 +72.21 18.00' RT 12" - 45' BEND STA. 17 +42.78 18.00' RT 12'x10' TEE STA. 17 +46.3 18.00' RT 12"x10" TEE 47 15 PROPOSED 12' WATER MAIN EXISTING PROFILE MINIMUM DEPTH OF BURY TO SPRING LINE m C STA. 19 +26 18.00' RT 12 "x6' TEE 00 II -s STA. 20 +23.Q5 18.00' RT 12 "xB" TEE STA. 20 +26.51 18.00' RT 12 "x8" TEE STA. 20 +29.51 18.00' RT 12" GATE VALVE N EXI 20 40 0 0) REMOVE 1 - I 12'5 1 G N 5 W z z r m � a1 i 635 630 625 620 615 610 605 600 595 DESIGN TEAM Ve e n s t r a & K i mm, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER M. 08 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \34328.pro I. • A. l ■ ■l il ■Y■ ■r:701 -i � II ; 1 I S ANITARY I III - - : 5 ■■ W" 5�! iI ` ` ABANDON AND REMOVE H r- ww a a 6" WATER SERVICE r• if 2r ■■ i■■ ■■ll ■l ■III ■■1'1■I ■ ■11 Y t11 I - - `i� :1'x' ga _ ABANDON 6' W PRESERVE SEWER ABANDON SEWER MANHOLE ADJUSTMENT, MAJOR ' -50BB ABANDON AND ABANDON REMOVE _ �■ - • er.xunlu■ iii In Uj: - 6' WATER SERVICE H N ABANDON 10'W ¢ 3 SANITARY SERVICE: VERIFY I I • Q N LOCATION WITH OWNER 3 ^ _ C' � ■ � ■t i ID �° I I I E -I ® I I aw no In 1� ■ilp�\ I A. .. I l liIlll■ l Win: �I ■t_;.�7■ , l Ii , �J' PA ' I ■L' ■ ■I ■Il '■ IN l am II Ig quedi• =log ■■■ ■ ■ iil INN. m ■IMU ■Iv'� III III, _ I N■ Y�IL .1”.74111 .1”.74111 \ gE Y. IPA ■�i1•■ q r ■■ ■■ ■ ■I " " :::'.:::' .: ::::::::::D ::: i ii is i : � : r■ ■■ ■■■I■ ■■ � ■ ■■ ■■ la ■ ■■ ■■■ fl■ l all DM WI 4/AVM ■ I ■ ■■ ■ I ■ ■■ ELI Ili! IIlI IaiI I■l III II ■6 ■ ■■ ■l 9■ ::I::•.•.I '.I:.!B'.:: I• ■ ■■ ■ ■■ l \ ■■■ ■f8uf1.17 ■■ll ■1 ■ ■■IMiir _: \- ,: • I 1 Id■ ■ ■ ■■ ■ ■■ � ■ ■1 ■■ 1■ ■ ■■ l■ \I III■ •_` :::I :::: �I I : I I • ■■■ _Io l ool 000loo .IZ�.� : •I , �IMail* ■ �11 d!1 M I II INSHIOBI■■ ■ ■ ■I ■■e,MIII ■ ■■R � A � . `f G9 q�q■ ........•'.:! • 1 : 14;::I: ::! � .E N.mgm,i -I�, � � �l a I i i III!' 00 III Ji ll! - i 4 - ' _ t ■ - - - .' - 24 ■ .. - - ■ REMOVE EXISTI ' SANITARY MANHOLE I E 1 0TH ST REET 0 ■ iH L° - PROPOSED B / p WATR li F 14' E RT MAIN "`iii 1 � � �E � R _ - ► i y D 7 mai s� ��l��f 1■� X62.1.11 ■ ■ 25� - i 23+0 .. ■... N� MN of l � c _� s \ \ I I I ,Fi csiii■Irll_r_tr_r II =/ o..i..l_ G1G�_ ■ .i■ _ _ 1(7TH TREET_ - i I I = x d r x ■C'e� ■se h - . ■• r NE J,��I� ■ ■ I - I__I � �6 fly �}` p� , ! we _ _ �.r•nc� ` ' u u l1 _ -_ - G _ - _ -- _ u �_ _':'r.� iii i ii'S�_ __■ M� _.. ■■ -- I- �a ■IaiD'q 1111■ ■■■ i Ilsil ■■■ ■: a a.a. Iii IINI■■■ i �i ■■ � INIENNi ■■ �'�,�.7 ■■ !pi!.1�lJ__ I ■�� L■dls r. ii migm - ■ ■lil I mmi Main ,tC1Qq■ a1�.:'!■ / ■/. 1 ■ ■ 1Y�7% l■ ■m2■ l t ■e �� ■ 1 u ... _• ..0 .■■.. "rmo 1,,,.... oJ 11I �- i':�i,1::' � MiTiim ;.iio.■unk Orrimmaimaii ■■iiilfielihlR�9i w aiNME ii• ■ ■I■■■ ■■ ■i ■■ 11■ la ■■■ ■M I ■■ ■IilRii ■111919 ■tiM i rl ■■ n■ :::::::::I ::::::::::::aaa:::::::::::• , ......... _I_.I_�I_t�i._i.__l__ _.. 9 ■■ ■ GI \ ■ I ILlla ■ ■■ ME 191 1 ■n ■��'11�11f� ■I■I�IoS;��.�1' ■ \\ °•: is :::::::: _...........�:::::: .. - ':111■, a ■ ■■I!ml ∎LYN ■L. 7■ f� w:;: ■■ ■m .... _ • ...._ e LC� - j .... .... ... ....... _•_' PROPOSED 12" 1 WATER MAIN 18.00' RT M5P • -� � � �� - i ® i I I .PRESERVE N CONNECTION ABANDON SEWER LOON 4 �� me UM MIR STA. 25 +00.73 14.00' RT 8' - 45' BEND 7.22 , PROPOSED 12° AND SANARY SEWER , I O i 2 . , = P-508 \ I. - -- I 1 . . 17.56' RT 6'x6" TEE STA. 25 +78.81 14.00' RT 8'x6' TEE I 1 ., STA. 2sj=+71. 80 43.36' AT B' - 45' BEND I - ___________ J - ' -- --- I 625 620 615 610 605 600 595 590 585 0 0 m 0 0 0 N Z 21 I- • N W O L Z to -J % 1) N a - PROPOSED 12' WATER MAIN Q . -55.0 LF OF 12' PIPE @ UAC % ( P -506A) STA. 21 +84.24 17.99' RT 12" GATE VALVE STA. 21 +87.24 17.96' RT 20'x12' TEE INV= 599.32 (N. S) INV =599.07 (E, W) 22 +00 153.7 LF OF 12" CIPP WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 4' WATER PASS THROUGH Mr( - INV =597.7G (5) INV= 597.6011 INV= 597.30 (C. W) EXISTING 12 S STEAM TUNNEL (APPROXIMATE) NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE #1 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 0 N 3a.ely OF 12 PIPE @ U4C % a 1 X ✓ s,-t CC STA. 24 +71.80 -43.36' RT B' - 45' BEND c --' INV =595.70(E) INV- 595.40(W) INV =594.70 (N, S) `PRO POSED 8" WATER MAIN 241.6 LF 0 U P -507 ISTA. 25 +78.81 - ( (14.00' RI 8'x6' TEE STA. 25 +85.09 -14.00 RT 8' GATE VALVE 12 PIPF P 0 Pp % 23 +00 24 +00 25 +00 26 +00 0 20 40 625 620 615 610 605 600 595 590 585 I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER! ESL-2100 (66 0) --7s-31 I SHEET NUMBER M. 09 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \34326.pro 625 620 615 610 605 600 595 590 585 28 +00 OF C. E 1OTH STREET STUB 6' WATER SERVICE: VERIFY LOCATION WITH OWNER STA. 27 +46.90 25.00' LT 8' - 45' BEND PROPOSED 8' WATER MAIN 14' RT PROPOSED 12' SANITARY SEWER 1' RT ( P -507 241.6 LF OF 12' PIPE - 0:22 - '% 01 N - In O co nX• • N: O W I r a.I N NEL 27 +00 STA. 27 +07.90 14.00' RT 8' - 45' BEND INV =596.23 STA. 28 +00.00. 25.00' LT 8'x6' TEE AND HYDRANT ASSEMBLY 6' CAP STA: 27 +70.00 25.00' LT 8'X6' TEE STA. 27 +07.90 14.00' RT B' - 45' BEND STA. 27 +46.9p 25.00' LT 8" - 45' BEND STA. 27 +70.00 25.00' LT 8'x6" TEE STA. 28 +30.84 54.63' LT 8' - 45' BEND STA. 28 +01.21 25.00' LT B' - 45' BEND AOC WATER NOTES: I 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. STA. 28 +00,00 R5. OQ' LT 8'x6' TEE AND HYDRANT ASSEMBLY STA. 28 +30.84 —54.63' LT 8' - 45 BEND _11_I - ---- 28 +00 29 +00 625 620 615 610 605 600 595 590 585 0 20 40 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID AND BID ALTERNATE #5 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCO I DESIGN TEAM Veenstra & Kimm, Inc . I ENGLISH I DUBUQUE COUNTY I PROJECT NUMBER! ESL-2100 (660) --7s-31 I SHEET NUMBER M. 10 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \3432B.pro MED . ." id I ir 12'x8" TEE AND 8" GATE VALVE SANITARY SERVICE I 'L"MMEM' STA. 207+50.96 9:47 RT . • @MEM • , --- MUMS • gm. Mir ■ r - MUMS : EMMEN MUMMER - CAPS ••M STA. 207+84.33 p 12" - 45' BEND . f4.00 RT - 12"x6" TEE 10 CAP MIMI II Iii ill E W 111•111a Mni r, zwal ii, YARD HYDRANT LEAD AND 11 DRINKING FOUNTAIN LEAD: I 0.2.11! I intiV FINN MI 7 _AIMMI ,..IIMMG. vfr I T 1 -0, -5086 A g ERIFY I-I 14.00' RT OWNER STA.:207+55.43 p-50: 1 I 12" 45' BEND 1 LOCATION WITH PROPOSED 8" WATER MAIN MID MINI 14' RT I , EWE . Imick RAMO ""mmmmmq 1 MIHMEI■ iEllefirff -Irnmumumonicummimmimmillummillimatm tIMMU51/411VOMMOMMIMIMIINEI 'IllipIWAWA )42 4 _ 71 0 0 0 0 - II Iglu I MUM Jim 1 M'i I Sii.ViVir nowlpannons IMiiiiIIIMIIIIIIIMMIlily vrAiriel III I I NMI 1 MIIM AII MIICIIIIIIICIIIMAIIIIIIIIIIIIIIII gimmimomminmilimmli I rminumummitumnimminninmiumnomitc.mi iiikcJi,4 gigniinum • • 1111111111111111111mnilimmuniummlim INIMIII •113L2 %fr Alinglimuk ...x■ rsoi IZMIMi:11:111:1:::,11111: I 0....242W ign, 1 1111MWELINImim14 9111111111 Mi. i 1=1=1 7, 41,4. 4 . 207 00 1 mti - 2r , . ' MR 70" CAPS i .1.m.• 161O; ME ..1 L • 6411ffil ,liiimm ..1..i. ....11 rig mm 1 ERN Mil" ' lr.fi AO,E3 4AMMFAII . Maiiir 10" W R--S5 os _____ 10 CAPS " - m MIR SS a g mum. .1.....11.tm.rium "5- a-47s-- - -, - NGTO - --- IIM -- .7. - - x lamp WASHINGTON INISE STREET Viammiu ="---.....T4: ••,'Iwz: ii elm rii KW 1 . • ,011"11111 L ..e 'AMR R.T....,.--- =--- % ,4.441111, ".4. 11■•••74 I., IIIFAIII■ _Inci■Ir I I II II I . =WrAllillum, . riiirei ow A i : . HEE ;Elm Hi Eli n:C.1111 NS.M•24, _41•11 1MMIEMIVIMBECINIMINN UlltitiMii giMMILM II 6' WATR SEICE AVE ir 1,0Lic:I.:14:1011111111111111110 e' MI V ,- . . I smi............... 111 Entaismil is ":- RENERNIIII: ill 111111EIE MNIOKOPL STA. 207+09.54. 9.70' RT CONNECTION TO EXISTING p.m pal•INE so kluir. =PAWN (11INWE :a: wal■ •m Imilumm mumm miming Islimmg MEM i - ; plinmepT STA. 208+46.06 I I II 14 00 RT STA. 207+90.53 8"x TEE 14.00' RT 2"x8" REDUCER ' WATER SERVCE I I _..---- STA. 207+79.48 14.' 00 RT DRINKING FOUNTAIN 2 ASSEMBLY I I STA. 207+74.48 6" WATER SERVICE 14.00' RT 12 TEE AND wirmemr ACCRIAM1V 2' WATER SERVICE Nu 'mum ____ -4MI STA. 207+23.07 9.65' RT 4111 12 REDUCING TEE L. WITH 12 GATE VALVE WEST KR AND 10" GATE VALVE SOUTH 4 STA. 207+35.89 23.60' RT 6' - 45' BEND STA. 207+38.86. 26.54' RT 6' - 45' BEND. 5 ■ Frx6' REDUCER AND CONNECTION TO EXISTING g I I -; . „ . STA. 210+11.76. 14.00' RT pam■ .......m. 8 TEE AND e 4•11112 HYDRANT ASSEMBLY LOCATE HYDRANT 21' RT NEEL 112mA ..-- son ...... ' PROPOSED B" STA. 210+16.76 WATER MAIN I - 1 14.00' RT &WM& 8" - 45' BEND arr.as.rr NW M.2111. MD - . STA. 210+42.37 39.61' RT I 8"x6' TEE STA. 210+45.90 .. - \ . 625 620 615 610 605 600 595 590 585 0 z 0 X Ui U • 0 • r 0) cr + 0 oat- CU 0 •Oz -. • 0 W010 W > Cu < 1, 1-1a1 OCCI- C0 < , 0 <11). 0 •0 010 Cr; • + ("-I- CC O�" CU C •i0 X <0. 1- •0I (.130) .r. PROPOSED 12' WATER MAIN EXISTING 24" SANITARY STA. 207+50.96 9.47' RT 12" - 45' BEND INV.595.49(WI INV7594.74(E1 INV.594.49(N.S) -ETA. 207+36.61 HYDRANT AT WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES: CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. STA. 207+55.43 • 14:W-fa 12 - 45• BEND A STA. 207+74.48 14.00' RT 12"x6" TEE STA. 207+84.33 14 00' RT 12 xb " TEE STA..2041 .00 12'x8' REDUCER PROPOSED B" WATER MAIN 327 (P-508 ) 0 LF OF 24' PIPE @ 0.06 % (CONTRACTOR TO VERIFY) 207+00 208+00 209+00 8" - 45' BEND NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE #2 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED, REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL/ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD 6' MINIMUM TO SPRINGLINE STA. 210+16.761_ t400 fff 8' - 45" BEND STA. 210+11.76 14.00' RT 8 TEE STA. 10+45.90F 43.14: RT 8' - 45' BEND STA. 210+42.37f_ 39.61' AT B"x6" TEE --- P-508 EXISTING 24° 5.0 LF OF 24' PIPE @ UAC % INV595.70 (E) INV=595.40 (W) INV=594.70 (S. W) 210+00 211+00 0 0 . " + • DC CU • • z C- (D 1.1.1 .0 Z M -1 01 01 Crl Q X SANITARY 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM Veenstra & Kimm, Inc . ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 SHEET NUMBER M 11. REVISED 12-17-2010 ii: 59AM BJL C:\343028\3432B.pro 625 620 615 610 605 600 595 590 585 I Mill I I.C..I I I1 :1 :1 I liiiil rrr ICI ur ■ n uu uw u u:e 1 iiii ii I i nu um u ui� nu um n rr rr mu i Iii ■ , II I I M PH. ��..� A�lUAiI*U!u _4 11 t I HIIIPEL I Halm I I q - I '� 4 y T ABANDON 10' H 591 ' + 11 SS 99 �I 7 1 , 4, 24 - S � —~ 24 10'. 4 ; -l-- to N to- 1 0 . h - 213+ 4111:1iliniil liriil H at. 1_ ACC of a L. II 24 5 W 1 jx W ABANDON 6' W I I m 1 I • 1 I I II§ 6' WATER SERVICE U (.3 CC CC W ujj (1) Fw 3 g Zu ' PREVIOUSLY NED OLD FIRE SERVICE 40T ACTIVE (VERIFY WITF+ OWNER) SANITARY MANHOLE ADJUSTMENT, MINOR WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. t 1 I llllll t't 212 +00 213 +00 214 +00 l LOY r ASHINGTON , r ; ill ..STREET L (NM ± u I\ 625 620 615 610 605 600 595 590 585 - 0 20 40 NOTES: 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN ALTERNATES #1 AND #8 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD DESIGN TEAM Ve e n s t r a & K i mm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER m.12 I REVISED 12 -17 -2050 1.1 :59AM BJL C: \343028 \34328.pro 625 620 615 610 605 600 595 590 585 5'15 STA. 62 +98.32 16.00' LT 20' - 90' BEND (ORIENT UP 45' FROM HORIZONTAL) I 6' CAP 65' REMOVE HThRANT ASSEMBLY AT MAIN 9b' SS 56'66 DISCONNECT SANITARY SEWER TO SOUTH ABANDON 6' f1 W � I oi ■�III(n MX V. V II 7 _ --- Ilii►`.rIii gmmisrms MEE MIME WA R RV 5555 STA. 62 +91.67 4.73' LT B' - 45' BEND AND 8' GATE VALVE (ORIENT VERTICAL) STA. 62 +57.20 4.57' LT B' - 90' BEND E6 - SS 62 +00 axs 62 +00 • 11TH STREET STA. 62 +57.19. 0.20' LT B' - 90' BEND. 8'x6" REDUCER AND CONNECTION TO EXISTING STA. 62 +57.20 4.57' L 8° - 90 BEND WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. STA. 62 +91.87 4.73' LT - 45' BEND 63 +00 5/8' WATER STA. 62 +96.37 4.82' LT 20 "x8" TEE STA. 63 +08.30 16.00' LT 20' - 45' BEND (ORIENT VERTICAL) STA. 63 +19.95 16.00' LT 20'x6' TEE AND HYDRANT ASSEMBLY LOCATE HYDRANT 22' LT STA. 63 +19.95 16.00' LT 20'x6' TEE SERVICE - F 166" CONCTRACTORI TO DETERMINE DEPTH AND ALIGNMEN OF 20" WATER MAIN AFITER LOCATING 2O[ GAS . I I L. 20" WATER MA {N 16.0' LT 64 +00 STA. 64 +05.25 16.00' LT 20"x8° TEE • S5 (SHOWN 4 OE..SECSSON ..- NOTES: N 1. SURVEY PROVIDED BY CITY OF DUBUQUE OR SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. THIS WORK IS INCLUDED IN THE BASE BID FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'S STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD STA. 64 +26.66 16..00'.. - LT 20 "x6" TEE z m CONSTRUCT WATER SERVICE OVER STORM SEWER; INSULATE AS REQUIRED STA. 64 +47.42 16.00' LT 20'x8' TEE INV= 590.70 STA. 64 +05.25 16.00' LT 20"x8" TEE STA. 64 +26.66 16.00' LT 20'x6' TEE AND 6" GATE VALVE: CONNECTION TO EXISTING STA. 64 +47.42 16.00' LT 20'x6' TEE 1,61111 I q a PI STA. 65 +69.14= . PI STA. 65 +69.12 3.66' LT --_ N= 3659820.76 BI E= 5685970.37 s+ s ue °I f g Im d . to I o ( '�f®'it < Z x I E 11'11 w L N 5/8' WATER SERVICE 8' WATER SERVICE PI STA. 65 +69.14= PI STA. 65 +69.16 3.66' RT N= 3659817.41 E= 5685971.84 EXISTING 15 SANITARY STA. 65+36.99 16.00' LT 20'x6" TEE STA. 65 +41.75 16:00' LT 20` BUTTERFLY VALVE vi T INV= 596.79 INV- 595.09 INV = 594.94 (5) (E ) (5. 5) 65 +00 66 +00 STA. 65 +36.99 16.00' LT 20'x6" TEE AND HYDRANT ASSEMBLY LOCATE HYDRANT B 8 22' LT STA. 65 +41.75 16.00' LT 20' BUTTERFLY VALVE STREET J x U a ABANDON 10' W EXISTING 15 _n 5� ' SANITARY 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER M. 13 I REVISED 12 -17 -2010 ii:58AM BJL C: \343028 \3432B.pro " • m r e� — �H z ' F- Sa'N i F W m 15'5 • w H PROPOSED w = SANITAR`' N o SERVICE E 625 620 615 610 605 600 ,0•x -S- 595 590 585 STA. 67 +00.68 12.34' LT 20 "x6" TEE 20" WATER MA A 12.3' LT I Lx • —Mi 1_= SMP ^ 11,1•1■121Mil VINLIVA NW 114 NMI= Al= S ' VICETARY SERVICE �— f _ 66" SS (pHOWN J 67 +00 STA. 67 +00 12.34' LT 20"x6" TEE STA. 67 +06.16 12.34' LT 20 "x10" TEE E z N ABANDON AND REMOVE WATER MANHOLE WITH CHECK VALVE 68 N OUT OF SECTION) STA. 67 +06.16 12.34' LT 20 "x10" TEE AND 10" VALVE; CONNECTION TO EXISTING WATER NOTES: INVY596.19 INV= 595.14 (N. W) STA. 68 +14.09 12.34' LT 20 "x6" TEE LOCATE HYDRANT 22' LT 68 +00 ABANDON 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. NV= 596.42 STA. 68 +68.21 40.67' LT CONNECTION TO EXISTING STA. 68 +75.41 12.33' LT CONNECTION TO EXISTING STA. 68 +68.33 12.34' LT 20 - x20" TEE AND 3 - 20" BUTTERFLY VALVES REPLACE 20" TEE MECHANICAL JOINT WITH RETAINER GLANDS (MEGALUGS) STA. 68 +68.33 12.34' LT 20 "x20" TEE STA. 68 +75 12.33' LT CONNECTION STA, 6Q +7),,.5{1 12.33' LT 20" BUTTERFLY VALVE STA. 68+65.74 12.35' LT 20' BUTTERFLY VALVE 69 +00 NOTES: 41 TO EXISTING WAT ER MAIN 1. SURVEY PROVIDED BY CITY OF DUBUQUE 2. THIS WORK IS INCLUDED IN THE BASE BID AND ALTERNATE #5 FOR THE PROJECT 3. ALL QUANTITIES ARE INCLUDED IN THE PROPOSAL 4. UTILITIES OR UNDERGROUND CONDITIONS MAY BE PRESENT THAT ARE NOT DEPICTED ON THIS BASE SHEET 5. REMOVALS ARE TO BE CONDUCTED IN A MANNER NOT TO DAMAGE OR ALTER THE EXISTING HISTORIC BUILDINGS 6. UNLESS OTHERWISE NOTED. REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR 7. ALL REMOVED PURINGTON PAVERS ARE EITHER TO BE USED FOR THIS PROJECT OR DELIVERED TO THE CITY OF DUBUQUE 8. TEMPORARY CONNECTIONS MAY BE NEEDED FOR STORM DRAINAGE DEPENDANT UPON THE CONTRACTORS'5 STAGING 9. ALL /ADVANCED TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE MUTCD EXISTING 20 WATER MAIN 1 1/ *,b w ID N w • 0> •2=1 01 + Ewa 1.13 a - 01 0H-00 a F•+OZ m'+Na 1 00 STA. 69 +7340 11.70' LT 20' TAPPING SLEEVE AND 8' GAT VALVE 20's FFET 70410 (FE (C'5 10'9 b 03 - 20 70 +00 71 +00 625 620 615 610 605 600 595 590 585 0 20 40 I DESIGN TEAM Veenstra & Kimm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER M. 14 I REVISED 12 -i7 -2010 11:59AM BJL C: \343028 \3432B.pro 630 625 620 615 610 605 600 595 590 S 20° CAP E. 8TH STREET -12 1 • J � es SS w Dalai N 2 ' STRE 9 1 oe T 66 " S ICEED '. ,0.i �icLr plyipuMFLILW I Il_ INNE=2 50 -00 WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES: CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 20" CAP STA. 51 +40.30. 32.15' LT CONNECTION TO EXISTING T 4" CAP 5U0D 12't 12'k 12-x ." 12" CAP ft > w CC av -se 8 rn W rn m cc ww I - r a 3 3 STA. 51 +40.30 25.78' LT 8 "x4' TEE PROPOSED 8'W 65'9 - 5635 s T T STA. 51 +40.30 4.00' LT 20 "x8" TEE AND 8" GATE VALVE 50 +00 51 +00 -3 - 12 -U r u�M AJI STA.,, 02 +94.54 8.35' RT 20 "x12' TEE STA. 51 +40.30 4.00' LT 20 "XB" TEE ABA ON 4 °W ABANDON 12 "W NOTES: 1 . SURVEY PROVIDED BY BUESING AND ASSOCIATES 2 . WORK ON THIS PAGE IS INCLUDED IN BASE BID AND ALTERNATE #4 3 . ADDITIONAL TRAFFIC CONTROL IS TO BE INCLUDED AND CONFORM TO THE MUTCD 4 . TEMPORARY DETOURS MAY BE NEEDED AND SHALL BE APPROVED BY THE ENGINEER AND CITY OF DUBUQUE 5 . UTILITY WORK SHOWN ON PAGE M.XX FOR THIS ARE WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED AND CONTRACTED 6 . ELECTRICAL /LIGHTING WORK ON PAGE P.XX FOR THIS AREA WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED 7 . TEMPORARY CONNECTIONS /TERMINATIONS MAY BE NEEDED WHICH ARE CONSIDERED INCIDENTAL TO THE BID ALTERNATE a 4" WATER SERVICE INV =596.93 (E) mo. cyg 5.111.512 STA. 52 +94.55 11.35' RT 20" BUTTERFLY VALVE 141.5 LF OF 12' 52+00 PROPOSED 20" WATER MAIN (P -501) PIP a @ 0.22 % ■ J 0 STA. 52 +91.46 4.00' LT 20 BUTTERFLY VALVE 3TA. 52 +94.46 a.0i L T 20°x20" TEE STA. 52 +94.54 8.35' RT 20°x12' TEE STA. 52 +97.54 0.35' RT 12' GATE VALVE INV ?596.62 (N. W) INV = 596.52 (E) 53 +00 ',•--LL STA. 52 +91.46 4.00' LT 20" BUTTERFLY VALVE STA. 52 +94.46 4.01' LT 20'x20" TEE 4" WATER SERVICE STA. 53 +25.77 8.35' RT 12'x4" TEE 12'k STA. 53 +25 8.35' RT 12'x4" TEE STA. 53 +28.46 8 35' RT 12'x8" TEE STA. 53 +31.90 RT 12" - 45' BEND PROPOSED 12' WATER MAIN 0 4° CAPS T STA. 53 +35.44 4.81' RT 12" - 45' BEND CONNECTION TO EXISTING STA. 53 +31.90 8.35' RT 12' - 45' BEND STA. 53 +28.46 8.35' RT 12 "x6° TEE AND HYDRANT ASSEMBLY STA. 52 +97.54 8.35' RT 12" GATE VALVE 77 -- STA, 53 +35.44 ------- - - -- _ 4.81' RT 12" - 45' BEND AND -CONNECTSON..TC ExTSTSNG. EXISTING 12" W 12'k w 0) Z J � 0 0) U , C 630 625 620 615 610 605 600 595 590 0 20 40 DESIGN TEAM V e e n s t r a & K i mm, Inc. I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER M . 15 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \3432B.pro 625 620 615 610 605 600 595 590 585 55 +00 E. 8TH STREET / / / WATER NOTES: // �/- �! //}// / / I // /�/ 55 +00 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES, 2. VERIFY SERVICE LOCATIONS WITH OWNER. IT 3 56 +00 SS 284.0 LF ( P -503 OF 12 PIPE @ 0.22 % EXISTING 12' W OI" m + nr x QY In m- 00 •0 n a •IM I- CO 3. INV= 595.90 INV = 594.0± W) N. S) 625 620 615 610 605 600 595 590 585 T 0 NOTES: 20 40 1. SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. WORK ON THIS PAGE IS INCLUDED IN BID BID 3. ADDITIONAL TRAFFIC CONTROL IS TO BE INCLUDED AND CONFORM TO THE MUTCD 4. TEMPORARY DETOURS MAY BE NEEDED AND SHALL BE APPROVED BY THE ENGINEER AND CITY OF DUBUQUE 5. UTILITY WORK SHOWN ON PAGE M.XX FOR THIS ARE WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED AND CONTRACTED 6. ELECTRICAL /LIGHTING WORK ON PAGE P.XX FOR THIS AREA WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED 7. TEMPORARY CONNECTIONS /TERMINATIONS MAY BE NEEDED WHICH ARE CONSIDERED INCIDENTAL TO THE BID ALTERNATE I DESIGN TEAM V e e n s t r a 6 K i m m, Inc. I ENGLISH I DUBUQUE COUNTY PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER m.16 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \3432B.pro STA. 41 +33.02 3.42' LT 4" - 90' BEND AND 4' GATE VALVE; CONNECTION TO EXISTING 12' SEWER PLUG 6 "x4' REDUCER KERPER B VD 6 - „E_-__GTH_ B I! EE_ STA. 41 +32.99. 8.70' RT 8'x6 "x6" REDUCING TEE AND 6' VALVE: CONNECT TO EXISTING 625 620 615 610 605 600 595 590 585 STA. 41 +32.97 17.30' RT 8' - 90' BEND PROPOSED 8' WATER MAIN larqw 1 -1/2' WATER _ � N�� SERVICE-- 6" WATER SERVICE- -- ; � 1 • ! !! za lim ! m m mil F. l OED •�nki, w F -muftis iWiii ^o■e�! W BASS Siiii' '' ■!• .•,� �" MIM a ENWAIEUC p1� � , ;'• . Vii - ! 111'o'l�n�= ■u.2. - .�, ter» ■I_ ��. \� �� 4 lipirmrammogam el1ly!•)!r �.�vR ^l�Ju � - i• - � i '� �s�Arl � ]rL • i DC li 41 +00 WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. 42 +00 STA. 41 +86.41 17.42' RT 20'x8' TEE AND 8' GATE VALVE STA. 41 +56.41 16.00' RT 20 "x12" TEE AND 12" GATE VALVE NOTES: PROPOSED 12" WATER DISCONNECT SANITARY SEWER TO NORTH STA. 43 +11.79 16.00' RT 12 "x6' TEE STA. 44 +70.37 16.38' LT 12' - 45' BEND STA. 44 +65.87 11.89' LT 12' - 45' BEND STA. 44 +62.19 16.00' RT 12' GATE VALVE 1. SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. WORK ON THIS PAGE IS INCLUDED IN BID BID AND ALTERNATE #2 3. ADDITIONAL TRAFFIC CONTROL IS TO BE INCLUDED AND CONFORM TO THE MUTCD 4. TEMPORARY DETOURS MAY BE NEEDED AND SHALL BE APPROVED BY THE ENGINEER AND CITY OF DUBUQUE 5. UTILITY WORK SHOWN ON PAGE M.XX FOR THIS ARE WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED AND CONTRACTED 6. ELECTRICAL /LIGHTING WORK ON PAGE P.XX FOR THIS AREA WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED 7. TEMPORARY CONNECTIONS /TERMINATIONS MAY BE NEEDED WHICH ARE CONSIDERED INCIDENTAL TO THE BIO ALTERNATE 43 +00 44 +00 STA. 44 +66.03 3.26' RT 12 "x8' TEE AND 8' GATE VALVE s. STA. 44 +66.32 29.53' RT CONNECTION TO EXISTING 45 +00 STA. 44 +03.00. 0.12' RT 6" - 45' BEND. 8'X6' REDUCER AND CONNECTION TO EXISTING STA. 44 +80.08 3.10' RT STA. 44 +66.196" - 45' BEND 16.00' RT 12'x12'x10' REDUCING TEE WITH 10" GATE VALVE SOUTH n o • w 00 4-¢• q. -m I NtiGI ( P - 504A N co - Co 60.0 LF OF 12' PIPE @4.22 % INV= 600.25(W) INV= 600.00(N) STA. 41 +86.41 16.00' RT 20 TEE PROPOSED 12' WATER MAIN E m1 iM - MINIMUM 6'-0" ' TO SPRINGLIKE 141.9 LF OF 12" PIPE @ 0.22 % fll INV- 597.6O(N INV= 597.78 (5) INV = 595.80 (E) ( P -509 STA 44 +62.19 16.00' RT 12' GATE VALVE ISTA. 44 +66.19 RT 12'x12 "x10' REDUCING TEE ISTA. 44 +66.03 - 3.26' RT 12'x8° TEE B' WATER INV =595.49(W) INV =594.79(E) INV =594.49 (N. S) STA. 44 +80':06 3.10' RT 6' - 45' BEND STA. 44 +83.00 -- 0.12' RT 6" - 48" BEND MAIN EXISTING 6° WATER EXISTING - 12` 5 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM Veenstra & Kimm, Inc. ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER M . 17 I REVISED 12 -17 -2010 11:59AM BJL C: \343026 \34328.pro 625 620 615 610 605 600 595 590 585 UE 13 " 303 +00 STREET UE UE STA. 303 +73.52 36.24' LT 8' - 45' BEND PROPOSED 8" WATER MAIN rI _�R�� •p viii iiii�iii� iii iiii i.ii iiii iiii iii �iiE��i� �r•r�r ■. ■�.■ - • �. ur. .:Tluuu..u..u..u......uuu.eiaau ■... ru ■ Un WATER NOTES: 1. REMOVE ALL HYDRANT ASSEMBLIES AND VALVES ON ABANDONED LINES; CAP ALL EXPOSURES OF ABANDONED WATER LINES. 2. VERIFY SERVICE LOCATIONS WITH OWNER. STA. 303 +41.67 63.48' LT 8° - 45' BEND 3n FCC 305 +00 -1 } . 4 . . ELM STREET 3n off IA Oats BLVD Fx a y SX D 3e NOTES: STA. 304 +92.13 36.00' LT DEFLECTION POINT STA. 305 +79.29 25.87' LT DEFLECTION POINT STA. 306 +07.65 24.97' LT DEFLECTION POINT 30 S 3 1. SURVEY PROVIDED BY BUESING AND ASSOCIATES 2. WORK ON THIS PAGE IS INCLUDED IN BID ALTERNATE #5 3. ADDITIONAL TRAFFIC CONTROL IS TO BE INCLUDED AND CONFORM TO THE MUTCO 4. TEMPORARY DETOURS MAY BE NEEDED AND SHALL BE APPROVED BY THE ENGINEER AND CITY OF DUBUQUE 5. UTILITY WORK SHOWN ON PAGE M.XX FOR THIS ARE WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED AND CONTRACTED 6. ELECTRICAL /LIGHTING WORK ON PAGE P.XX FOR THIS AREA WILL ONLY BE CONSTRUCTED IF BID ALTERNATE IS ACCEPTED 7. TEMPORARY CONNECTIONS /TERMINATIONS MAY BE NEEDED WHICH ARE CONSIDERED INCIDENTAL TO THE BID ALTERNATE 303 +00 304 +00 305 +00 306 +00 an STA. 306 +55.81 28.77' LT 20" TAPPING SLEEVE TA. 306 +51.83 28.46' LT 8" GATE VALVE 5 n 0 0 • z w v ... ® I 0 O PI- v C. I I-In. co 1010 PROPOSED 8" WATER MAIN MINIMUM 6' -0' TO SPRINGLINE I- z m .+ • 0. + I-O o 0 m OW a 1-1Ll w LIMO - -= z N 0 O 0 • a +1-O U] _WI 0 1- � NW • •LL I Qw LO NO T STA. 306 +51.83 28.46' LT: 8' GATE VALVE STA. 308+55.81 26.77' LT 20' TAPPING SLEEVE 625 620 615 610 605 600 595 590 585 0 20 40 DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH DUBUQUE COUNTY PROJECT NUMBER' ESL-21.00 (660) - -7s -31 I SHEET NUMBER M. 18 I REVISED 12 -17 -2010 11:59AM BJL C: \343028 \34328.pro 1 KEY PLAN SCALE: NONE crow � ti p " „ ' I i., I c r re t PLAN SCALE: 7'= 40' -0' i 74 SHAPROWS `i r - Ear NOTE: SEE C SHEETS FOR PAVEMENT MARKINGS AND SYMBOLS /LEGENDS TABS 0 2- 40 80 I DESIGN TEAM V e e n s t r a 6 K i m m, Inc . I ENGLISH I IOWA DOT x OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER' ESL-2100 (660) --7s-31 I SHEET NUMBER N.01 I REVISED _■ 1 no Oa i ii S T REET ■ • NEW 7 n ..1 ' IAMNr - . 2 :11111 air ""-72511 3:11M l inliiiii: 30TH ' REEi I9 Intim ff11 en ..... X E. .:.. M......: 4 11.:.11 � ... j ::T■S�i.:, ::..f.... .l ■1111.1.1. : .::W "K 4iiinhharro ® E ti Pr r n■a.r..a.n.n n.am:i�iaru.��' n u000■f --� ,r.ro•■ ura ,r. i . ,, 1un.ou a,. � „■o a� �� • - „■.,ra,o � ,.uu,u.... ...f.ta..,. ........ ......,....uuJ u1 r■ar __. . ■. ■� � :N: ■.r,.a.e. : ,.aH. _ ::.1� `� :Cara. .=.aP ■n, I■ s H' ::I� C r••• = Ein I 0 Y j� I I ' a I I I I C ) e 11.. C ' W T W ■1 111 1 ■ ■■■■■ ∎11MONMEMIAL ■■■I■■■■I..Vim■.■. au ■ro■■■,■ ■■■■■ ■■IM= ulul■■■■I■ ■oM■N■■■!■ 1 MIR IMMMMMMMMMR MiniumommffiMmarmaimmom NEV E 9TH STREET MATCH UNE 2 BIKE LANE (TYOICAL) KEY PLAN SCALE: NONE s II 0 N MATCH LINE 3 SEE SHEET P.O3 FOR CONTINUATION MATCH UNE 3 a MATCH LINE 2 PLAN SCALE: 7'= 40' -0" E 11TH STREET Z X W a _�_ 0 40 BO DESIGN TEAM V e e n s t r a 6 Kamm, Inc . I ENGLISH I IOWA DOT . OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBERI ESL -2100 (660) - -7s -31 I SHEET NUMBER N.02 I REVISED KEY PLAN SCALE: NONE PLAN SCALE: 7'= 40' -0' 0 / 40 80 I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I IOWA DOT X OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER N 03 I REVISED KEY PLAN SCALE: NONE JB 2. 3. JB 2A -3 2B -6 2A -3 2B -6 JB 2A -3 2B -6, 2A -3 2B -5 'JB 2A -3 2B -5 LIGHTING AND RECEPTACLES PLAN SCALE: 1 "= 40' -0° GENERAL NOTES 1. ALL NEW LIGHTING CIRCUITS SHALL BE 2 #6 &1 #12G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. ALL NEW RECEPTACLE CIRCUITS SHALL BE 2 #6 & 1 #12 G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. INSTALL JUNCTION BOX (SEE SPECIFICATIONS) AT LOCATIONS SHOWN; COORDINATE EXACT LOCATIONS WITH PAVING PLAN AND ARCHITECT /ENGINEER IN THE FIELD. 4. IF INSTALLATION OF PROPOSED CONDUIT AND WIRING CONFLICTS WITH OTHER UTILITIES (GAS, WATER ETC), COORDINATE WITH LOCAL UTILITIES BEFORE INSTALLING CONDUIT AND WIRING. 5. PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF CONDUITS; REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND CONDUITS AND JUNCTION BOXES. 6. GROUND EACH LIGHTING CABINET AND LIGHT FIXTURE ASSEMBLY COMPLYING WITH NEC. 7. CONNECT LIGHTING CIRCUIT (SHOWN AS 1 -A) TO EACH LIGHT FIXTURE. 8. CONNECT RECEPTACLE CIRCUIT (SHOWN AS 1 -B) TO DUPLEX RECEPTACLE LOCATED ON LIGHT POLE. JB PLAN NOTES 1. JB 2A- 26- JB JB 2A -2 2B -4 2A -2 2B -4 2A -2 2B -3 JB JB 2A -2 28 -3 INSTALL NEW LIGHT FIXTURE (POLE AND LIGHT ASSEMBLY) AT LOCATIONS SHOWN; REFER TO CIVIL DRAWINGS FOR EXACT LOCATIONS OF POLES AND TYPE OF POLES AND FIXTURES; SEE DETAIL ON DWG. NO. P.08 FOR POLE FOUNDATION DETAILS. 2. UNDERGROUND JUNCTION BOX (JB). SEE DETAIL 640 ON DWG. NO. P.07. 3. NEW 2' PVC CONDUIT FOR LIGHTING CIRCUITS (2#6& 1 #12G FOR EACH CIRCUIT). 4. NEW 2' PVC CONDUIT FOR RECEPTACLE CIRCUITS (2 #6 & 1 #12G FOR EACH CIRCUIT). 5. LIGHTING CABINET LC -1. SEE DETAILS 610 & 630 ON DWG. NO. P.07 FOR WIRING DETAILS AND INSTALLATION DETAILS; OBTAIN POWER FROM NEARBY POLE; COORDINATE WITH LOCAL UTILITY COMPANY. 6. (2) #1 /0 & (1)82 IN 2'C FROM POWER POLE TO LIGHTING CABINET LC -2. JB LIGHTFIXTURE LEGEND LIGHTING CIRCUIT DM 2A -1 NUMBER MATCH LINE 28 -1 RECEPTACLE CIRCUIT NUMBER TYPE OF LIGHT FIXTURE LIGHTING CABINET NUMBER LIGHT FIXTURE LIGHTING CABINET LC -2 JB 1 REE 2A -4 2B -B 2B -7 I 0 40 80 � NI MI 4,1; Ri of U MATCH LINE ! DESIGN TEAM Veenstra Kimm, Inc. ENGLISH ! IOWA DOT * OFFICE OF DESIGN ! DUBUQUE COUNTY ! PROJECT NUMBER! ESL -2100 (660) - -7s -31 ! SHEET NUMBER P Q 1 ! REVISED 7 o JB Nor fir,■■ ■ ■ ummixamemspolo nlmammunitC `� ma' \ills - JB :AWL IMINE 11•K w\m mins1 imio7 l kfY ��7�1��€��I��I�� I JB 1A -7 JB 1A -7 © JB 1A -7 1B -14 1 -14 1 lB -1 MATIM U nlnll l u. VII•IMnIl•I••t JB II�& 11n �� EIN7 �l� �i�i�I�llMflE1/ • • 1B -16 JB 1B -16 JB 1A -7 1A -7 __ 1B-13 1B -13 AlEWEIFERMEINIMINMEEMEMIIMEMMINEMPUZIMMEElk JB —� 1A -B 1B -15 4A -1 4B -1 KEY PLAN SCALE: NONE JB 1A -8 -15 4A -1 ©® 1A -6 4B -1 4 1B -8 Al•■ / AMIMIL • 4B -1 4B -1 ©^ 1A -6 1B -8 4A -2 4B -2 JB 4A -2 4B -2 JB 4A -2 4B 2 JB MATCH LINE 3 SEE SHEET P.03 1A -7 1B -14 1B -16 -- 1B -16 1A -6 1B -11 JB 1A -6 16 -11 4A -2 O-r 4B -2 JB FOR CONTINUATION 1A -7 1B -13 1A -7 1B -13 MATCH LINE 3 LIGHTING MATCH \ JNE 2 tl 4 I w F CABINET LC -1 C 1A -7 to -7 ®B 1A -2 1A -2 © O 1A -2 to -2 A -2 lA -2 Y I 1B -3 1B -3 1B -3 1B -3 18.:: ....:..x. �.... .� rro... ...�. , , .i:aur.rur,uru oo.nm:r.rrr..r soa,arr.. - •..•••••• _ : nr•n, i .€.. r..a..,i CSI .0 -gym rar arer u.r nru'1 .. .r... __.;rrr. n •=�.. ..a_ .: r.�i,.�. r y.� uri _".i "cir-^ elEI : - — -- -- .r.: o.._ j �.. urea. ■ r1 r.�ti.r nr r.r� 3: ^.. 1 ...:._. ...�.L . �..: �.. JB In I r....rrr ,...e In I �.� _.a.. a r7 E . ir. 7:s.. ...a... ®. m .-.. r A rrnrn;.. �: '�" ou ; .fI ea,.o c.. aaat.c:aw n €rr a. n ..- r ..�alig..ra..rr..r. a...:.Sail.. . [: �... :r . .0�.. �s. e....rr. ,h. L� ,� ::.. .._.�. a � :,:: 1L i : I 1 '_g JB tA_g 1A I :. A -3 JB A -3 tA-3 1 B - � ° iiii JB 1 ' - JB 18 -15 1B -15 JB 1A -3 7B �7J W 11I 18 -6 1B -6 1B -6 I■��1��16 -5 1B_g © 18 -5 1B -5 JB A -6 B -11 JB 1A -1 1B -2 JB JB 1A -4 16 -7 1A -4 1B -8 1A -4 1B -8 1A -1 16 -2 MATCH LINE 2 JB A -5 1A -5 JB 1A -5 13-9 1B -9 1B -9 LIGHTING AND RECEPTACLES PLAN SCALE: 1 - = 40' -0' 1A -1 1B -1 Ei 1 JB 1A -1 1B -1 1A -3 1B -5 A -3 B -5 0 PLAN NOTES 1. INSTALL NEW LIGHT FIXTURE (POLE AND LIGHT ASSEMBLY) AT LOCATIONS SHOWN) REFER TO CIVIL DRAWINGS FOR EXACT LOCATIONS OF POLES AND TYPE OF POLES AND FIXTURES) SEE DETAIL ON DWG. NO. P.08 FOR POLE FOUNDATION DETAILS. 2. UNDERGROUND JUNCTION BOX (JB) SEE DETAIL 640 ON DWG. NO. P.07. 3. NEW 2' PVC CONDUIT FOR LIGHTING CIRCUITS (2 46 & 1 #12G FOR EACH CIRCUIT >. 4. NEW 2' PVC CONDUIT FOR RECEPTACLE CIRCUITS (2 816 & 1 #12G FOR EACH CIRCUIT). 5. LIGHTING CABINET LC -1 SEE DETAILS 610 8. 630 ON DWG. NO. P.07 FOR WIRING DETAILS AND INSTALLATION DETAILS] OBTAIN POWER FROM NEARBY POLE) COORDINATE WITH LOCAL UTILITY COMPANY. 6. (2)61/0 & (1)62 IN 2'C FROM POWER POLE TO LIGHTING CABINET LC -1. LIGHTFIXTURE LEGEND DM 2A_7✓ TYPE OF LIGHT FIXTURE LIGHTING CABINET NUMBER LIGHTING CIRCUIT NUMBER 2B -1 RECEPTACLE CIRCUIT NUMBER LIGHT FIXTURE GENERAL NOTES 1. ALL NEW LIGHTING CIRCUITS SHALL BE 2 #6 &1 #12G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. 2. ALL NEW RECEPTACLE CIRCUITS SHALL BE 2 446 & 1 #12 G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. 3. INSTALL JUNCTION BOX (SEE SPECIFICATIONS) AT A - LOCATIONS SHOWN) COORDINATE EXACT LOCATIONS B - WITH PAVING PLAN AND ARCHITECT /ENGINEER IN THE FIELD. 4. IF INSTALLATION OF PROPOSED CONDUIT AND WIRING CONFLICTS WITH OTHER UTILITIES (GAS, WATER ETC), COORDINATE WITH LOCAL UTILITIES BEFORE INSTALLING CONDUIT AND WIRING. 5. PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF CONDUITS) REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND CONDUITS AND JUNCTION BOXES. 6. GROUND EACH LIGHTING CABINET AND LIGHT FIXTURE ASSEMBLY COMPLYING WITH NEC. 7. CONNECT LIGHTING CIRCUIT (SHOWN AS 1 -A) TO EACH LIGHT FIXTURE. 8. CONNECT RECEPTACLE CIRCUIT (SHOWN AS 1 -B) TO DUPLEX RECEPTACLE LOCATED ON LIGHT POLE. 0 40 80 DESIGN TEAM V e e n s t r a C K i m m, Inc . I ENGLISH IOWA DOT N OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER] ESL -2100 (660) - -7s -31 I SHEET NUMBER P 02 I REVISED 0 0 w O ff i JB B JB JB HTH STREET 3A -4 JB JB A M JB 3A -1 3B -1 JB 3A -1 ©® 3A_1 38-1 3B-1 • MI I 3A -3 3B -3 -3 3B -3 // J / // /, 2 i_ , iTiii v� f % % riiiiiii.= KEY PLAN SCALE: NONE -3 3B -3 3 3A 8 - - 3;11W( 8 -3 3A -3 ' 3A- 3B -4 (TYPICAL) LIGHTING AND RECEPTACLES PLAN — AREA A SCALE: 1 "= 40' -0° GENERAL NOTES 2. 3. DM LIGHTING CIRCUIT 2A -1 NUMBER LIGHTING CABINET NUMBER 2B -1 RECEPTACLE CIRCUIT NUMBER LIGHT FIXTURE 3A -1 3B -1 38 -4 1. ALL NEW LIGHTING CIRCUITS SHALL BE 2 #6 &1 #12G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. ALL NEW RECEPTACLE CIRCUITS SHALL BE 2 #6 & 1 #12 G IN 2' PVC CONDUIT UNLESS SHOWN OTHERWISE. INSTALL JUNCTION BOX (SEE SPECIFICATIONS) AT LOCATIONS SHOWN) COORDINATE EXACT LOCATIONS WITH PAVING PLAN AND ARCHITECT /ENGINEER IN THE FIELD. 4. IF INSTALLATION OF PROPOSED CONDUIT AND WIRING CONFLICTS WITH OTHER UTILITIES (GAS, WATER ETC), COORDINATE WITH LOCAL UTILITIES BEFORE INSTALLING CONDUIT AND WIRING, 5, PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF CONDUITS) REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND CONDUITS AND JUNCTION BOXES. 6. GROUND EACH LIGHTING CABINET AND LIGHT FIXTURE ASSEMBLY COMPLYING WITH NEC. 7. CONNECT LIGHTING CIRCUIT (SHOWN AS 1 -A) TO EACH LIGHT FIXTURE. 8. CONNECT RECEPTACLE CIRCUIT (SHOWN AS 1 -B) TO DUPLEX RECEPTACLE LOCATED ON LIGHT POLE. LIGHTFIXTURE LEGEND TYPE OF LIGHT FIXTURE 3B- 3A -1 3B -1 LIGHTING CABIN LC -3 I J 2 ©® 3A -Z 3A_2 P.M aliN 2. 3. 4. 5. ©® 3B -5 PLAN NOTES 1. INSTALL NEW LIGHT FIXTURE (POLE AND LIGHT ASSEMBLY) AT LOCATIONS SHOWN) REFER TO CIVIL DRAWINGS FOR EXACT LOCATIONS OF POLES AND TYPE OF POLES AND FIXTURES) SEE DETAIL ON DWG. NO. P.08 FOR POLE FOUNDATION DETAILS. UNDERGROUND JUNCTION BOX (JB). SEE DETAIL 640 ON DWG. NO. P.07. NEW 2' PVC CONDUIT FOR LIGHTING CIRCUITS (2 #6 & 1 #12G FOR EACH CIRCUIT). NEW 2' PVC CONDUIT FOR RECEPTACLE CIRCUITS (2 #6 & 1 #12G FOR EACH CIRCUIT), LIGHTING CABINETS LC -3 & LC -4. SEE DETAILS 610 & 630 ON DWG. NO. P.07 FOR WIRING DETAILS AND INSTALLATION DETAILS) OBTAIN POWER FROM NEARBY POLE) COORDINATE WITH LOCAL UTILITY COMPANY. 6. (2) #1 /0 & (1) #2 IN 2'C FROM POWER POLE TO LIGHTING CABINET LC -1. 3B - 5 JB 4B -4 JB 4A -4 4B -4 JB 4A -2 4B 2 SEE SHEET P..) JB JB 4A -4 4B -4 4A- 4B- 4A -3 4B- 4A -3 4B -3 0 4A -3 4B -3 ONIINIA9 IOMTREET JB 40 JB JB ® LIGHTING AND RECEPTACLES PLAN — AREA B SCALE: 1°= 40' -0° LIGHTING CABINET LC - 4 BO DESIGN TEAM V e e n s t r a C K i m m, Inc . I ENGLISH I IOWA DOT * OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER) ESL -2100 (660) - -7s -31 I SHEET NUMBER P 03 I REVISED V 'r VIM" own II ■1 KEY PLAN SCALE: NONE GENERAL NOTE FIBER LAYOUT PLAN SCALE: 1 "= 40' -0" 1. PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF FIBER CONDUITS AND FIBER MANHOLES) REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND FIBER CONDUITS AND FIBER MANHOLES. PLAN NOTES 1. INSTALL FIBER MANHOLE (FMH) AT LOCATIONS SHOWN) COORDINATE LOCATIONS WITH EXISTING AND NEW UTILITIES) LOCATIONS SELECTED MUST BE APPROVED BY ARCHITCT /ENGINEER. 2. NEW 4' FIBER DUCT WITH (4) 1' INNER DUCTS) STUB FIBER DUCT INTO FIBER MANHOLE AND CAP. 3. CONNECT FIBER DUCT TO LIGHT POLE) EXTEND 1' PE DUCT UP THROUGH FOUNDATION AND TERMINATE AT 1' ABOVE TOP OF FOUNDATION. I DESIGN TEAM V e e n s t r a Q K i m m, Inc. I ENGLISH I IOWA DOT * OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER) ESL-2100(660)--7s-31 I SHEET NUMBER P.04 I REVISED ' �:.:I �.r...,..::: • k . ��.e� :.:��s ■1 -. - __Neel ?aE°e:e9r •ga k_. r. , ..... �/ FMH 1 Of KEY PLAN SCALE: NONE FMH O 0 MATCH UNE C Imp J \1p�/ C O "lk!/ • FMH FMH ��1 ��i a .�■ sam e �'tC� �fl _■: ` -- ------ - - _.. ..':.ate:... _..._.��._��i�r_•�� .�..•, L�1 . ou u■ :uufi.i.aart.ii © u:..rJn..n...v w:u • �,r r�iuu.. �L.0 � FMH ��.a....u.dTm'L.u. O SEE SHEET NO. P.06 FOR CONTINUATION FMH F MATCH LINE FIBER LAYOUT PLAN SCALE: 1'= 40' -0° F FMH F GENERAL NOTE 1. PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF FIBER CONDUITS AND FIBER MANHOLES) REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND FIBER CONDUITS AND FIBER MANHOLES. 0 PLAN NOTES NM I= 0 40 1. INSTALL FIBER MANHOLE (FMH) AT LOCATIONS SHOWN) COORDINATE LOCATIONS WITH EXISTING AND NEW UTILITIES) LOCATIONS SELECTED MUST BE APPROVED BY ARCHITCT /ENGINEER. 2. NEW 4' FIBER DUCT WITH (4) 1' INNER DUCTS) STUB FIBER DUCT INTO FIBER MANHOLE AND CAP. 3. DIRECTIONAL BORE FIBER DUCT SYSTEM ACROSS STREET, 4. CONNECT FIBER DUCT TO LIGHT POLE) EXTEND 1' PE DUCT UP THROUGH FOUNDATION AND TERMINATE AT 1' ABOVE TOP OF FOUNDATION, 80 DESIGN TEAM V e e n s t r a S Kim, Inc . I ENGLISH IOWA DOT x OFFICE OF DESIGN I DUBUQUE COUNTY PROJECT NUMBER] ESL -2100 (660) - -7s -31 SHEET NUMBER P 05 I REVISED =- 1• PI KEY PLAN SCALE: NONE CONNECT TO EXISTING / FIBER VAULT FIBER LAYOUT PLAN SCALE: 1 "= 40' -0' FMH O IOW a SEE SHEET NO. P.05 FOR CONTINUATION GENERAL NOTE 1. PROVIDE ALL REQUIRED TRENCHING AND BACKFILLING FOR THE INSTALLATION OF FIBER CONDUITS AND FIBER MANHOLES; REPAIR AND REPLACE EXISTING PAVEMENTS AS REQUIRED FOR THE INSTALLATION OF UNDERGROUND FIBER CONDUITS AND FIBER MANHOLES. PLAN NOTES 1. INSTALL FIBER MANHOLE (FMH) AT LOCATIONS SHOWN; COORDINATE LOCATIONS WITH EXISTING AND NEW UTILITIES; LOCATIONS SELECTED MUST BE APPROVED BY ARCHITCT /ENGINEER. 2. NEW 4' FIBER DUCT WITH (4) 1' INNER DUCTS; STUB FIBER DUCT INTO FIBER MANHOLE AND CAP. 3. DIRECTIONAL BORE FIBER DUCT SYSTEM ACROSS STREET. 0 40 BO I DESIGN TEAM V e e n s t r a K i m m, Inc. I ENGLISH I IOWA DOT B OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER; ESL-2100 (HO) 0) -- 7 s- 3 1 I SHEET NUMBER P. 06 I REVISED LIGHTING CABINET DETAILS DESIGNATION MAIN CO BRANCH CB CONTACTORS PANELS A.B LC -1 200 AMPS 100 AMPS 120 AMPS 24 SPACES LC -2 100 AMPS 70 AMPS 60 AMPS 24 SPACES LC -1 100 AMPS 70 AMPS 60 AMPS 24 SPACES LC -1 100 AMPS 70 AMPS 60 AMPS 24 SPACES N LI L2 G 240V/1 PHASE POWER METER ASSEMBLY CKT 1A -1 CKT 1A -3 CKT 1A -5 CKT 1A -7 SPARE FUTURE ❑'- 5 0A /2P 20A /2P 20A /2P 20A /2P 20A /2P 20A /2P LI L2 N WELDED CONNECTION (TYP) 20A /2P 20A /2P 20A /2P LIGHTING PANEL A 100A /2P CONTACTOR W/ PHOTOCELL CONTROL CKT 1A -2 CKT 1A -2 CKT 1A -2 CKT IA -2 SPARE FUTURE TING CABINET AS SHOWN IN DETAIL 630. 200 A MAIN CB 20A /1P HI 100A /2P BOLTED CONNECTION (TYP) CKT 1B -1 CKT 1B -3 CKT 1B -5 CKT 1B -7 CKT 1B -9 CKT 1B -11 CKT 12 -13 CKT 1B -15 SPARE FUTURE LIGHTING CABINET LC -1 WIRING DIAGRAM NO SCALE CONTACTOR W/ TIME CLOCK & PHOTOCELL CONTROL 20A /1P 5. CIRCUIT NUMBERS ON LIGHTING PANEL ARE SHOWN AS 2A- FOR LIGHTING AND 2B- FOR RECEPTACLES CIRCUITS, CIRCUIT NUMBERING ON LC -3 & 4 SIMILAR. PHOTO CELL ^ - Ii 20A /1P CKT 1B -2 CKT 1B -4 CKT 1B -6 CKT IB -B CKT 1B -10 SPARE CKT 1B -14 CKT 1B -16 SPARE FUTURE RECEPTACLES PANEL B 4. LIGHTING CABINETS LC -2, LC -3 AND LC -4 SIMILAR] REFER TO SPECIFICATIONS FOR RATINGS ON MAIN CIRCUIT BREAKER, BRANCH CIRCUIT BREAKERS AND CONTACTORS] PROVIDE AT LEAST 2 SPARE 20 AMP CIRCUIT BREAKERS IN EACH OF LIGHTING PANEL A AND RECEPTACLE PANEL BI SIZES OF ALL CABINETS MUST BE SAME. 2 "C FOR RECEPTACLES 9" (MIN) TO CENTE LINE OF U.G. BOX 1 "C W/ 4#6 & 2 #12 GND COPPERCLAD STEEL SECTIONAL GROUND ROD GRAVEL (3' THK. COVER GROUND ROD DETAIL NO SCALE C NOTE. 1. COORDINATE EXACT LOCATIONS OF LIGHT POLES AND UNDERGROUND JUNCTION BOXES WITH ARCHITECT /ENGINEER. 2. AT SOME LOCATIONS, CONDUITS MIGHT HAVE TO PASS THRU LIGHT POLE FOUNDATIONS) PROVIDE METAL SLLEVE TO PROTECT THE CODUITS WHERE THEY PASS THRU THE FOUNDATIONS. JUNCTION P GROUNDING CABLE ENCLOSURE BOX (PENCEL PLASTICS PE- 9HDHK) GROUND CLAMP GROUND CABLES LIGHTING CABINET ANCHOR CABINET TO CONCRETE PAD CONCRETE PAD CONCRETE PAD 2' CONDUIT FOR POWER GROUNI ROD #4/0 BARE COPPER GROUND LIGHTING CABINET REFER TO CIVIL DRAWINGS FOR LOCATIONS 2 "C FOR LIGHTS � y 2" MIN (TYPICAL) 2 "C FOR RECEPTACLES TERMINATE CONDUITS 1' ABOVE TOP OF CONCRETE PAD r•1• ELEVATION PLAN 4' FIBER DUCT W/ 4 -1' INNER DUCTS (SEE PLANS FOR LOCATIONS) COMPACTED BACKFILL COMPACTED SAND CONDUIT HH WARNING TA 1' -0' 4' -6' 1 LIGHTING CABINET FOUNDATION NO SCALE UNDERGROUND CONDUIT TRENCH DETAIL NO SCALE #6 RE -BAR (TYPICAL FOR 6) #2 TIES @ 12' O.C. NOTE. 1. PROVIDE MINIMUM 2' BETWEEN CONDUITS IN MULTIPLE CONDUIT INSTALLATION. I DESIGN TEAM V e e n s t r a & K i m m, Inc . I ENGLISH I IOWA DOT * OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER] ESL -2100 (660) - -7s -31 I SHEET NUMBER p.07 I REVISED 1D' 20'0' 14' -O' TI 50 2 -4 1r'F TYPE DM FIXTURE NO SCALE LAMP 94 W LED PA4410M2 w i� RN D STRA0I1T POLE IMO WALL THR9O4E311 6051 -111 STRUCTURAL GRADE ALUMNUM POLE SEEDED TOR SIN6lE LNT t O)I 1RUCTKR'1 6' CIA. STRAIGHT SHAFT GRADE AWMNUW 9U51 DE51LT4, 4 ALUMINUM MAST ARM 35S ALLOY CAST AILNIHUM HMO STRAIGHT IXYIPLINQ SOLID OAST ALUMNUM FIXTLIZE TOP NID HOU9N5 PR05102 CLASS DIFFUSER 0 ASRIAJC LENS OPEUI FIXTURE E0TTDM 04 WAIF LED ARRAY IES TPE III 00111111111M1 4GC0 K COLOR TEI+A BANNER ARMS SET FOR !4" X 3B' BANNER, RAKER DY DTHER9 NAM ISLE CO1ER SECURED M1TH 7V1 STAIN STEEL SCREWS AND ONE ORCUND SCRIM IS CIA,TNR PIECE BASE DQCR SECHRED Y911H STAINLESS STEEL SOFIEA .7AD WALL 1NICIQ,IE TOUR ANCEKR SCUD GENERAL NOTES: 1, FIXTURES SHOWN AND LISTED ARE BASED ON STERNBERG MODELS; ALTERNATE APPROVED SUPPLIERS ARE BEACON, HESS AND HOLOPHANE. MODELS FROM ACCEPTABLE ALTERNATE SUPPLIERS MUST BE SUBMITTED TO THE CITY OF DUBUQUE FOR THEIR REVIEW AND APPROVAL PRI ❑R TO BIDDING.. 2, INSTALL GFI RECEPTACLE ON EACH LIGHT POLE; COORDINATE LOCATION ON POLE WITH OWNER. 3. PROVIDE ONE SET OF BANNER ARMS ON EACH POLE; COORDINATE LOCATIONS WITH OWNER; SEE TYPE DM FOR BIDDING. 4, PR ❑VIDE PLANTER HANGER ON EACH POLE; COORDINATE L ❑CATIONS AND MOUNTING HEIGHTS WITH OWNER; SEE TYPE DM FOR BIDDING. 1' -8' 1T-8 j• 12' -2 1/2' TYPE SM FIXTURE NO SCALE 12' DIA BELT CIRCLE~ BOX PATTERN TOR 3/4' OAK 1B" LON6 ANCHOR DOLTS 7 CAST PLUMUNUM DECCRATNE RING (GUR) AND FFIIAL PAINTED DLiLO ACORN, MOWED ' UM OPTICS am TYPE III D1slraeunON 356 ALLOY. CAST ALUMINUM BALLAST CIXNPANT/,ENT 00TH FMST LDCN ACORN AND EASY ACCESS TOOL LESS BALLAST MERRY LAMP 66 W LED SINGLE BANNER ANN WIN RING 18 AFT' CFl DUFLEX RECEPTACLE MU WARIER PRCCF CDIER B TO 3 1/2' DIA. TAPERED AND TUJIED CAST AWLIUUM POLE .450 TO .561 WAIL 711I0(NE93 PILE 1413.0LL FOR LINGLE unit OCnST161CNQ'I i<ACES5 DOOR !EMBED 48TH SEAMLESS STEEL ALLEN HEAD SCREWS X16' qA. BA UM FLOOR THOKNESS UR TO ANCH BOLTS AND E*'E GROUNE 1' -8' TYPE SC FIXTURE NO SCALE 8' - 0 • mmazirpmenVIE aFa saw a� N P P Pa d TXI.L ACmsnoa run LAMP IGO W LED twanbswr tame AGIlC �Q wrnannt, 101110 a W A10 PALM IIMMI {m0055rP EW101018I1T 8. PPPee AM rm M.l,IR A11, Pmw may 11M U R• UI V= MFccr NMI sui,ernoa . Staa n II MW, R �mNImWAS AWIm 11 W 94 W LED 2' -4 1/4 OPEN BOTTOM 1. PROVIDE SUPPLY CABLE DR ROD TYPE SYSTEM AT CONTRACTOR'S OPTION. CATENARY ATTACHMENT SOLID FROSTED GLASS DIFFUSER CLEAR ACRYLIC LENS 2. THE SYSTEM SHALL SUPPORT THE SELECTED CATENARY LIGHT OVER THE CENTER OF THE INTERSECTIONS SHOWN ON DRAWINGS. 3, THE SYSTEM SHALL DE SUPPORTED OFF EACH OF THE FOUR CORNER STREET LIGHTS. 4. THE FOUNDATION FOR THIS LIGHT /CATENARY SYSTEM AND ITS CONNECTIONS SHALL BE DESIGNED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF IOWA (INCLUDE THIS AS A PART OF DC PACKAGE), 5. THE SYSTEM SHALL SECURE THE CATENARY LIGHT TO MINIMIZE SWAY IN ALL DIRECTIONS. 6. THE LIGHT POLES AND CATENARY SYSTEM SHALL SUPPORT ALL APPLICABLE WIND, SNOW, ICE AND OTHER LIVE LOADS THAT COULD IMPACT PERFORMANCE. 7, DEFLECTION AND MOVEMENT OF THE LIGHT FIXTURE SHOULD BE LIMITED TO NO MORE THAN 0.5 FT TN ANY DIRECTION DURING WORST CASE LOADING. 8. CONNECTIONS TO THE POLES SHALL BE DESIGNED TO MEET ALL LOADING SCENARIOS DICTATED BY CODE. 9. PROVIDE COMPLETE SUBMITTALS FOR REVIEW BY ARCHITECT /ENGINEER. 10. MOUNTING HEIGHT FROM STREET GRADES TO BOTTOM OF CATENARY LIGHT SHALL BE MAINTAINED AT 18' -0' MINIMUM. CATENARY FIXTURE (PART OF DC) FIXTURE NO SCALE DC PACKAGE DC FIXTURE PACKAGE' EACH DC PACKAGE CONSISTS OF FOUR (4) DM FIXTURES WITH 23' TALL POLES (FIXTURE MOUNTING HEIGHT REMAINS AT 14'0'), FOUNDATIONS, CATENARY FIXTURE AND SYSTEM. I DESIGN TEAM V e e n s t r a & K i m m, Inc. I ENGLISH I IOWA DOT N OFFICE OF DESIGN I DUBUQUE COUNTY I PROJECT NUMBER' ESL -2100 (660) - -7s -31 I SHEET NUMBER P. 08 I REVISED INSTALL 4" QUADPLEX DUCT PLUGS OR APPROVED EQUAL IN ALL CONDUITS /\ Y /VC R � / /\ /x< 4" PVC FIBEUIT7: O / J\ , / / 24" RADIUS,/ % � \\ \� \\/ MINIMUM : \\ � � �� // ,\//,/ C .. ..„‘:••"•, / / \ \�� \� / \ \4CO �UI ` \ � /� � ; \ � T Vi i \ \� x i� �1 424" RADIUS �/ � /� //I / //.. / /6/ /,c / CAP WITH SLOTTED "fis , ° END CAP , ./ NOTE: ALL PENETRATIONS INTO FIBER VAULT SHALL BE CORE DRILLED FROM THE INSIDE OF THE FIBER VAULT (NO KNOCK OUTS ALLOWED) ALL PENETRATIONS SHALL BE SEALED WITH HYDRAULIC CEMENT ALL CONDUITS TO ENTER FIBER VAULT A MINIMUM OF 2' FROM THE BOTTOM OF THE VAULT FIBER CONDUIT TO BE BURIED A MINIMUM OF DEPTH OF 42° TO THE TOP OF CONDUIT FIBER CONDUIT WILL NOT BE ALLOWED TO ENTER THE VAULT FROM THE BOTTOM. FRAME SECTION MACHINED SURFACE ■ -4 PVC FI ER\ / \/\ \\ \ //, CONDUIT % \\ % / ` MINIMUM // 4 / PVC > /\ 4" PVC SLEEVE2' �,4 " DRAIN ,TILE/ / / \ 24" RADIUS (\$ / / MINIMUM ,\ \ \ i \\ FIBER MANHOLE NOT TO SCALE 4" CONDUIT FOR STREET CROSSING FIBER CABLE TO BE COILED IN TWO LOOPS INSIDE FIBER VAULT INSTALL KENT SEAL FINISHED GRADE CONNECT TO CATCH BASIN OR DRAIN TILE OR DAYLIGHT TO DITCH WHERE APPLICABLE. * PROVIDE 4" DRAIN TILE AT ALL SUMP PITS; ROUTE A CATCH BASIN OR DAYLIGHT WITH A PERFORATED RODENT SCREEN OR PLUG ATTACHED TO EACH END OF DRAIN TILE. * INSTALL A MINIMUM OF FOUR CABLE HOOKS ON THE INSIDE PERIMETER OF THE VAULT SPACE AN EQUAL DISTANCE APART. *THE INSTALLATION OF RISERS UNDER THE RIM AND COVER SHALL BE INCIDENTAL TO BID ITEM. TOP VIEW 21 1/2" --►{ COVER SECTION 2" LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES 4' -0" 3.25" 2TONx33 /4 "A ANCHOR (LID —2 REQ'D) (BASE — 2 REQ'D) 24" DIA ACCESS WALL A, C PLAN VIEW FIBER MANHOLE DESIGN NOTES: 1) DESIGN CRITERIA IS MINIMUM USED UNLESS OTHERWISE SPECIFIED 2) DESIGN LOADINGS: A. AASHTO HS - 20 - 44, W/ IMPACT. B. SOIL WEIGHT = 120 PCF. C. DEPTH OF OVERBURDEN 0.0' MIN, 5.0' MAX. D. ASSUMED WATER TABLE: BELOW BOTTOM OF SLAB E. EQUIV. FLUID PRESSURE = 40 PCF F. 80 PSF LATERAL LIVE LOAD SURCHARGE 3) CONCRETE 28 DAY COMPRESSIVE 6500 STRENGTH SHALL BE PSI (MIN.) 4) STEEL REINFORCEMENT: REBAR, ASTM A -615 GRADE 60 5) CEMENT: ASTM C -150 SPECIFICATIONS 2' -10 "x1 3/8" STRUT N -3370 N -300 (2 REQ'D) 2' -0" x 2' -0" x 2 1/2" KNOCKOUT 12" DIA SUMP WITH COVER FIBER MANHOLE DETAILS NO SCALE 7 -1/2" CABLE HOOK WALL B, D 4" CABLE HOOK RACKING DETAIL 2 TONx3 3/4" A ANCHOR (2 REQ'D) SEE KNOCKOUT DETAIL 3' -0" x 3' -0" x 2 1/2" KNOCKOUT FLUSH WITH FLOOR 27 HOLE CABLE RACK I DESIGN TEAM V e e n s t r a 6 K i m m, Inc . I ENGLISH I IOWA DOT ft OFFICE OF DESIGN D U B U Q U E COUNTY I PROJECT NUMBER I ESL -2100 (660) - -7s -31 SHEET NUMBER p.09 I REVISED DESCRIPTION POLE HEIGHT ARM LENGTH DEPTH <2000 psf' 2000 psf 1 18" Da. 24" Dia. 36" Dia. 18" Dia. 24" Dia. 36" Dia. HISTORIC PEDESTAL 10' -16' - 6' -0" 5' -0" 4' -6" 4' -6" 4' -0" 4' -0" HISTORIC DOUBLE ARM 10' -16' - 7' -6" 7' -0" 6' -0" 6' -0" 5' -6" 4' -6" PEDESTAL 20' - 6' -6" 6' -0" 5' -0" 5' -0" 4' -6" 4' -0" SINGLE ARM 30' 6' - 11' N/A 6' -6" 6' -0" N/A 5' -0 4' -6" 11' - 15' N/A 7' -6" 6' -6" N/A 6' -0" 5' -0 40' 6' - 11' N/A 8' - 0" 7' - 0" N/A 6' - 0" 5' - 6" 11' - 15' N/A 8' -6" 7' -6" N/A 7' -0" 6' -0" DAVIT ARM 40' 6' N/A 8' - 0" 7' -0" N/A 6' -0" 5' -6" DOUBLEARM 40' 6'- 15' N/A 10' - 0" 9' -0" N/A 8' -0" 7' -0" REINFORCEMENT VERTICAL BARS TIE BARS (6) #6 (6) #6 (10) #6 (6) #6 (6) #6 (10) #6 REINFORCEMENT #3 @ 12" #3 @ 12 #3 @ 12" #3 @ 12" #3 @ 12" #3 @ 12" II II y p \r =7 \ 1 l -- 1 I 1 1 = a == = =11 F= II II II II II ,L u 11 ANCHOR BOLT ANCHOR BOLTS CIRCLE #3 REINFORCING HOOPS #6 VERTICAL REBAR CONDUIT AND GROUND ROD SHALL EXTEND ABOVE FOUNDATION PER POLE SPECIFICATIONS ALL CONDUITS TO END WITH A BELL END FITTING ANCHOR BOLTS TO EXTEND ,f1/ FOUNDATION PER POLE 4P ' SPECIFICATIONS. ANCHOR II I' ; r ■ BOLTS PER MANUFACTURES NI LII I SPECIFICATIONS uz = = 1" CHAMFER CONDUIT ANCHOR BOLTS #6 REBAR #3 TIE BARS @ 12" CENTERS %" COPPER CLAD GROUND ROD TO EXTEND 4' BELOW BOTTOM OF FOOTING. SECTION A nl d11 ` n n I� iiii h n n II in ''' III II I IT LL__— 1� —1111 l�1 u_ _.n�� IIII PIF - - - R — � I I I II I IIII ill I 41V', ii 41- - -4 \ -c>r- - -Il — I I _ .. h I _Ll_JJ 'Ii IIII -LL IJ - H -tl jlil 411 ' + - I n NI WI 1I I I I 'I 1:I: I I I I I 1 I 1 II / n 11 II n II II I I II II 11 _11 = LL - - - -LL._ -n -- n I1 I I I I I 11 1 I L 1J--- _ ll-- }F -- U-- = -LL- u U U U uU u LIGHT POLE FOUNDATIONS DETAILS NO SCALE R -1 RADIUS OF THE OUTSIDE OF THE FOOTING R -2 RADIUS OF THE REINFORCING HOOP SHALL BE A MAXIMUM OF 2" LESS THAN R -1 AND A MINIMUM OF 1" LARGER THAN R -3 R -3 RADIUS OF THE ANCHOR BOLT CIRCLE. 1. EACH FOUNDATION WILL CONTAIN ONE SPARE CONDUIT OF THE SAME SIZE AND TYPE. THIS CONDUIT WILL BE CAPPED AND INSTALLED INACCORDANCE TO TO THIS SPECIFICATION GENERAL NOTES: MATERIALS AND METHODS USED IN THE CONSTRUCTION OF FOOTING SHALL BE IN CONFORMANCE WITH DETAILS ILLUSTRATED HEREIN. ANY ITEM OF WORK WHICH IS NOT SPECIFICALLY COVERED SHALL BE ACCOMPLISHED AT THE DIRECTION OF THE ENGINEER. STREET LIGHTS 1. UNCONFINED COMPRESSIVE STRENGTH TO BE DETERMINED BY USING A POCKET PENTROMETER. 2. DESIGN INCLUDES GIVEN ARM LENGTH @ 18 ft. HIGH AND 6 ft. ARM @ 40 ft. HIGH 3. IF THE NUMBER OF SIGNALS OR ARM LENGTH IS EXCEEDED SPECIAL DESIGN IS REQUIRED. 4. 24 INCH DIAMETER PIER IS ALLOWED FOR PEDESTAL TRAFFIC SIGNALS. 5. EQUIVALENT SQUARE PIERS: 36" DIA. USE 30" X 30" PIER, (12) #6 VERTICAL BARS. 48" DIA. USE 36" X 36" PIER, (16) #6 VERTICAL BARS. SPECIAL NOTE: DETAILS SHOWN HEREON ARE FOR USE WITH LIGHT POLES WITH A MOUNTING HEIGHT OF 50' OR LESS. WHERE POLES WITH OTHER MOUNTING HEIGHT ARE SPECIFIED, FOOTINGS OF A DIFFERENT DESIGN MAY BE REQUIRED. I DESIGN TEAM V e e n s t r a K i m m, Inc . I ENGLISH I IOWA DOT * OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660) - -7s -31 I SHEET NUMBER P 10 I REVISED BORING NO. 1 Page 1 of 1 ` CLIENT City of Dubuque Engineer Veenslra & Kimm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork DIstrict Street & Utility Improvements GRAPHIC LOG DESCRIPTION 111-11430] USCS SYMBOL SAMPLES 'TESTS E3BWGN acad. t ,, . k1S/KKJELI . SPT -M• WATER CONTENT, %' DRY UNIT WT pcI UNCONFINED STRENGTH, par 0.2 Approx. 2" Nick Pavement MISCELLANEOUS FILL SANDY LEAN CLAY. CLAYEY SAND. SAND, _ PA - _ ,t. 1 SS 6 7 7 • CRUSHED LIMESTONE Brown, Dark Brown 4 ° ' 'ASP s ; a .. PA _ 2' SS 14 8 7 6 FINE TO MEDIUM SAND FINE O COARSE SAND. TRAG Brown Loose r S Medium dense below about 814 feet r a1av ?Y ' . - ' : ., 12 'U.., . = . ' � 6 — — _. • , �:.' _SP to 10 3 SS 18 12 6 7 PA PA _SP — _ — 4 SS 14 10 6 9 • BOTTO5tOJ BORING Note: PlDreadingsdldo , t 4 ' background levels. ' , fo BOTTOM{1F$ORIN 4olu: Pll5 readings did nut exce :ibeckgreund levels. ;h� . The seahOceton Mes represenitlr_ epprodmele boundary lines "CME 140 W. SPT automatic hammer between soil and rook types: in -situ, the transttbn may be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, K WATER LEVEL OBSERVATIONS, R BORING STARTED 9 - 16 - 09 WL 2 None WO I None AB None AB r ` rrac0n RING COMP95EEFOREMAN 9 - 16R P 9 W L Y � RI G R G RING E WL _ APPROVED WKB JOB# 07095091, • ■ BORING NO. 2 Pagel of 1 CLIENT City of Dubuque Engineer Veenstre & Kimm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements 00131E14:111 DESCRIPTION 1ii'41d30 IOBWASSUSH SAMPLES TESTS MSBWON RECOVERY, in. SFr -N" BLOWS! R. % '1N311 Icd 1M: IN(1 AUO !m'HiJN3N1S 03NI,NOCNfI D.2 Approx. 2" Brick Pavement 1 C l tAY PA - _ °_ ` ^ - '•1 6 17 6 • AND CRUSHED LIMESTO $ram, Dark Brown 4.6 PA _ 2• SS - 14 6 6 FINE O COARSE SAND. TRAG Brawn Loose 2: Medium dense below about Bh f eet �. •', Trace cla ` 10% feat 1P . .11.1 6 — — _. PA i 10 SP 3 SS 16 16 7 PA _ — SP 4 SS 16 13 9 • i BOTTOM{1F$ORIN 4olu: Pll5 readings did nut exce :ibeckgreund levels. ;h� . Tha svnt0cutan l;rtes represent Ne epproxMele boundary Ines "CM'c 1 01b. SPT automatic hammer bets en B011 and rxx types: lo-sllu. the Uaesllron may be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, R BORING STARTED 9 -16-09 WL S None WO None AB � err acon BOLETE COMPS DDOREMAN 9 16-09 WL Y R G RING E I WL s APPROVED WKB I JOB # 07095091, LEGEND $ APPROXIMATE BORING LOCATION nautiHVe wav,awranmxa...eoura snrroraavicevax roams 11 NOTTO SCALE r,o-a.a4 Yee wo mesoRr wIn ora>rar e AS 6■6AN IR ht. svvu 6_PT.2505 larracon . oa. BORING LOCATION DIAGRAM PROPOSED LLLLWORKDISTRICT STREET AND UTILITY IHPROVEMSNTS DUQUQUE, IOWA EXHIBIT A -1 8 DESIGN TEAM VEENSTRA & KIMM, INC. ' 12/17/3010 12:20:36 PM c ADEN \Dubuque \343028 \0 Sheets \O,OI.DGN ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 I SHEET NUMBER Q.01 • BORING JO, 3 Page lofl CLIENT City of Dubuque Engineer Veenetra & Kimm, Inc, SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements 001 OIHdVH0I DESCRIPTION DEPTH. ft. USCS SYMBOL SAMPLES TESTS 83UwnN 3d;t�L/ 11 1 'Ab3i�0�3L! SPT„'A .,. BLOWS / IL ':'+, �.m+4 X'1NIAN00 a3Lw y yid 1A911Nn AM0 UNCONFINED STRENGTH. psf .�� `•p; '4 0.157 Approx. 2 Asphaltic Cement Concrete 0.5 Approx. 8" Portland Cement Concrete MISCELLANEOUS FILL, CLAYEY SAND, PA ' ='r, PA :. .,, MISCELLANEOUS FILL, SAND WITH „ =1 ' SP, 8 IIS 7 6 22 7 Brown, Dark Brown — .4 : ,. ^ — SAND WITH CLAY, CRUSHED LIMESTONE PA Y, - • IPA r d _ — 2 - - 'S3 - — 5 18 Dark Brown, Brown-Gray 20 14 viii . 12 4 13 .■ • Brown Medium Dense b. t: -.. , 12 ' \, l_ .. _ _ I PA ,, CL 4: ` 10 �fy. :; :: `fie. .. — 3 SS FAT CLAY WITH SAND ,en Brown-Gray es Medium ray F f,' }. t5 CH �_�___ 3 SS 18 7 27 .■ SANDY LEAN CLAY \ • Slit( Brown .. .;' 11.5 .e' ,„ Brown . ' f ° _ _ SP Medium Dense . ,, M ..�. r, • 4 CL SP 4 SS 16 15 19 8 .■ BOTTOM6OFBORING Note ° ' PIttrgadings dic4t.exceed background`I`evels. ` ” , f''• r �. ■ :i 1 2 FINE TO COARSE SAND'' = = ' - " _ " - 5 \Brown, Medium Dense - •� — BOTTOM;OFBORING .;Note: rPlbyreAdings did not exceed . = `background'levels. = Tnestraoficetion lines represent the approximate oundary Ines ^CME 140 lo. SPT automatic hammer between soil and rock type : In -sllu, the transition rosy be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft BORING STARTED 9 -10 -09 WL 2 None WD ; , r; , ; ,„ BOTTOM OF BORING Note 1: PIDYSeding of aboung ppm when drilling at abc1lt tl % feet. Ap, parent hydrocarbon odd( in Sample 4. i _ Note 2: Groundwater monitor wells were ' observed In the vicinity of this boring. The shadlcation lines represent the approximate boundary lines ^CME 140 lb. SPT automatic hammer between soil and rod: types: insitu, fhb trarmsillon maybe gradual. _ 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft 11°erraco BORING STARTED 9.16.09 WL Q None WD None COMP 9-1 �RP WL I WL R G RING 35EEFFOREMAN X s WL WL APPROVED WKB JOBS 07095091., e BORING NO. 4 p 1 of 1 ' CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements GRAPHIC LOG DESCRIPTION ll'H1d30 Z 0 a 0 v W O USCS SYMBOL SAMPLES TESTS 213BwnN 3dA: RECOVERY, In. rsMOTfa '40^ IdS • 'H'1NBINOO a3LVAA toa JM11Nn AND UNCONFINED STRENGTH, psf .�� `•p; 0.2 Approx. 2" Brick Pavement — PA 's .,, MISCELLANEOUS FILL, SAND WITH „ =1 ' SP, 8 9 7 -' CLAY, SANDY LEAN CLAY Z } Brown, Dark Brown — .4 : ,. ^ — - .F . , ' . PA PA Y, d _ — 2 - - 'S3 - — 5 18 16 20 14 4 . SANDY LEAN CLAY (POSSIBLE FILL 5 . PA • Brown Medium Dense b. t: -.. , 12 ' \, l_ .. _ _ Dark Brown, Brown Stiff — ,, CL 4: ` 10 �fy. :; :: `fie. .. — 3 SS 18 12 25 'SP 3 SS FINE TO COARSE SAND. TRACE CLAY t',. . 75 10 PA Brown . ' f ° _ _ SP Medium Dense . ,, M ..�. r, • 4 SS 10 12 7 — SP 4 BOTTOM6OFBORING Note ° ' PIttrgadings dic4t.exceed background`I`evels. ` ” , f''• r �. ■ 12 10 5 BOTTOM;OFBORING .;Note: rPlbyreAdings did not exceed . = `background'levels. = Tnestraoficetion lines represent the approximate oundary Ines ^CME 140 lo. SPT automatic hammer between soil and rock type : In -sllu, the transition rosy be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft BORING STARTED 9 -10 -09 WL 2 None WD Y None AB 1 Y erracon RING COMPLETD 9-16RP WL WATER LEVEL OBSERVATIONS, ft % RIG e W .0 None WD APPROVED WKB, JOB # 07095091, BORING NO, 5 Page 1 of 1 CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street &U fifty Improvements =0.157 1 Min GRAPHIC LOG DESCRIPTION 7i 'HLd30 USCS SYMBOL SAI PLES TESTS NSBwnNJ wr. 'pl'AN3A r adia N'ldS I dVATER • ` CONTENT, %- pal 1M 11Nn Ak10 UNCONFINED STRENGTH. psf Approx. 2• Asphaltic Cement Concrete 0.667 Approx. 8' Portland Cement Concrete MISCELLANEOUS FILL, SAND WITH _ PA' 's .,, _ SS % r 0 6 CLAY AND LIMESTONE PIECES Dark Brown, Brown d - .F . , ' PA Y, `: - — 5 CY�. 'S5; 14 4 6 PINE TO MEDIUM SAND Brown Medium Dense b. t: -.. , 12 ' \, l_ .. _ _ CL 'SP 3 SS 16 10 5 PA — SP 4 SS 12 10 5 BOTTOM;OFBORING .;Note: rPlbyreAdings did not exceed . = `background'levels. = The stratification lines represent the approximate oundary lines •'CME 140 lb. SPT automatic hemmer between ao'l and rock types. In -situ. the transition may be gradual. •Pooxel Penetrometer WATER LEVEL OBSERVATIONS, ft ii erracon BORING STARTED 9 -16 -09 WL .0 None WD None AB COMP35EIDOREMAN91�RP WL S X RG BORING WL APPROVED WKB JOB if 07095091, DESIGN TEAM VEENSTRA & KIMM, INC. 12/17/2010 12 t20.51 PM cAOGN\Oubuque \347028 \O Sheets 0.01.00N ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 I SHEET NUMBER 0.02 BORING NO. 6 Page 1 of 1 ■ CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements GRAPHIC LOG DESCRIPTION DEPTH, B. 1OSRAS s3Sn SAMPLES TESTS aSawnN 3t , - U1'A SPT =N" BLOWS ! 9. N '1N3LNO0 a31VM• • Isd 1M LNN AEG UNCONFINED STRENGTH, psf + 0.s - .r. Approx. Portland Cement Concrete 0.7 Approx. rushed Limestone 1 Approx. Portland Cement Concrete MISCELLANDUES FILL, SANDY LEAN PA - • "•A - _ _ wy.,I 1 SS 6 6 10 - ,aka NI CLAY CLAYEY SAND. TRACE BRICK y` y' 1 O — J _, 7'/ \,_ • ..• : '. PA , PA ,.� 12 6 e ®■ AN LIMESTONE PIECES D t Brown Brown . s };. MISCELLANEOUS FILL. AY EY SAND '- ,2'" Sgt 8 6 10 k..:4 Brown Brown - CLAYEY SAND (POSSIBLE FILL} PA s ` .Brown N. Loose ( ; 't.,•,. i_ SP 3 SS 16 14 16 9 11 8 .■ FINE TO SUM SAND +s., Brown NIB Loose um Dense fi 4.. ;i �,a• 2 B Brown • `4i ': Less clay at about 1DN feet -;' Brown to Brown-Gray • w PA SP 4 SP 4 SS 12 9 13 l BOTTOMiOPJBORING .Noce: ^ PID r adings dtdJibt exceed �; 'backgroun °levels. - , C '�c BOTTOMOF- BORING 4',4 te: P`D. , eadIngs did riot exceed ''background levels. 9 \ 4c; FINE TO MEDIUM SAND WITH CLAY .4 Brown 1" 's . .. ' .3 12 Medium Dense -.' . ' .,:'.. The sballfiealan lines represent the approximate aundary Fnes ^ CME 140 lb. SFT auk:mallo hammer bateeee sdl end roct types: h -silo, the bansltbn may he gradual •Pocket Penetrometer WATER LEVEL OBSERVATIONS, !t Thesbalilcatlon Ines repro ent the approximate oundary Ones "CME 140 OPT aulomadc hammer behreen soli and rock types. In -Ills. the transition may be gradual. Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft WL BORING STARTED 9.16.09 WL 2 None WD X None AB COMPLETED 9-16-09 - erraeon ING COMP g 16.099 WL RIG T RIG 3 E RP 4.WL JOB6 07095091 APPROVED WKB JOB # 07095091, BORING NO. 7 Page 1 oft CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street - Dubuque, Iowa PROJECT MIllwork District Street & Utility Improvements GRAPHIC LOG DESCRIPTION 1 'H1d30 L5CS SYMBOL SAMPLES TESTS NUMBER 3t , 'BI'Aa lcIpT1 t : IUSM91S AVIN31NOO N31VM pd JM1Wn AMG /cd 'H.LDN3EJS 03NIdNOONn 'Y . 0.417 Aprox. 5` Crushed Limestone .`.. e MISCELLANEOUS FILL, SAND WITH 0.167 Aprox. 2• Asphaltic Cement Concrete MISCELLANEOUS FILL. SAND WITH PA PA - ' • _ SS -" 10 7/'" 12 20 X SILT AND CLAY y` y' 1 O — J _, 7'/ \,_ Black PA ,.� 12 6 15 ®■ C F ' . CONCNC RETE 3 };. MISCELLANEOUS FILL. AY EY SAND '- WITH CRUSHED LIMEST SS k..:4 Brown Brown - CLAYEY SAND (POSSIBLE FILL} PA s ` .Brown N. Loose ( ; 't.,•,. i_ 70 SC SP 3 SS 14 10 11 8 .■ FINE O COARSE SAND WITH CLAY B Brown • `4i ': Less clay at about 1DN feet -;' Brown to Brown-Gray • w PA SP 4 SS 12 6 6 16 10 l BOTTOMiOPJBORING .Noce: ^ PID r adings dtdJibt exceed �; 'backgroun °levels. - , C '�c FINE TO MEDIUM SAND WITH CLAY .4 Brown 1" 's . .. ' .3 12 Medium Dense -.' . ' .,:'.. The sballfiealan lines represent the approximate aundary Fnes ^ CME 140 lb. SFT auk:mallo hammer bateeee sdl end roct types: h -silo, the bansltbn may he gradual •Pocket Penetrometer WATER LEVEL OBSERVATIONS, !t BORING STARTED 9 - 16 - 09 WL None WD =None AB WATER LEVEL OBSERVATIONS, ft �err acon COMPLETED 9-16-09 WL � ]' RIG RP . WL RP APPROVED WKB JOB6 07095091 BORING NO. 8 Page 1 of 1 C LIENT City of Dubuque Engineer Veenstra & Kimm, Inc. SITE Jackson Street Dubuque Iowa PROJECT Millwork District Street &Utlil im ovements OOl DIHdVMO DESCRIPTION U HLd3D USCS SYMBOL SAMPLES TESTS NBRNONI 3e.u� I RECOVERY, In. SPT -N BLOWSIK - ' k'1N31NOD - a3LVM pd llt■,1Mn Aa0 UNCONFINED STRENGTH, psl ..z.; i•••••• • `: 1: y:: } 0.167 Aprox. 2• Asphaltic Cement Concrete MISCELLANEOUS FILL. SAND WITH PA - ' • SS 12 6 20 a CLAY CINDERS. CRUSHED LI ME ONE Black .. pA ■.■ ® - 14 4 29 '10 CH 3 PA 16 10 19 SANDY FAT - ., Brown to Brown-Gray • w SP 4 SS 16 10 11 FINE TO MEDIUM SAND WITH CLAY .4 Brown 1" 's . .. ' .3 12 Medium Dense -.' . ' .,:'.. BOTTOM "OF BORING (ofei P�b'f@adings did riot•exceed Iv ' bac round'levels. f�f The stratification lines represent the approximate boundary Imes ••CME 140 lb. SPT automatic hemmer between soli and rock types in-ellu, the transition maybe gedeal. `Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft BORING STARTED 9 -16 -09 COMP3 916 WL None WD None AB n r erraco■ ■ R E RP APPROVED WKB JOB# 07095091 WL s DESIGN TEAM VEENSTRA & KIMM, INC. 12/17/2010 12:21:08 PM cr \DGN \ Dubuque \343028 \0 Sheets \0,OI.OGN ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNT PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER 0.03 BORING NO. 10 Page 1 of 1 CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements 001 OlHdYND I DESCRIPTION '1.1.1430 - Icarus scsn SM4PLES TESTS NUMBER BdAl 'AN ino BLOWS If L., %1ILRINO0 • . BaLVArk, pd .tm 1Hqn )MO UNCONFINED STRENGTH, psf ;.,. 0.333 -: * ' S4C• ' :• :;' Approx. 4` Crushed Limestone MISCELLANEOUS FILL, CLAYEY SAND PA PA - _ I I • J I I •-•s .: 1 + SS 12 10 11 sg :1s. WITH CRUSHED LIMESTONE Brown 35 PA PA PA Brow • ' 3.5 __g MISCELLANEOUS FILL SAND WITH _ ` i 2•, ES - 10 1116" 50/5" 13 Brown Soft < h S 0 4 6 CINDERS. COAL, METAL Black r _ 6 _ PA . SANDY FAT CLAY -• ,EH 7 ' 1e ' BOTTOM OF BORING Note 1: Offset boring 6' north, south, east,. end west and encountered auger refusal at µ i ,_ + about 41 feet. - Note 2: PID readings dId not exceed _ background levels. `• v. i i, i .f�--ti- • . irV ..4 ;,•'; 4, Efi . - ..B t 2 .2 ' ii 2 1 ?....g g - -2 R. -s ...4aV:pv:: • o . § § ks 4 . . • . . —'• gr, .... , .. R, pi „;.- ,..• ••.••:,• e4 2 Li.q . • V.I. .,, The strettrallon lines represent the approrderate boendery fnes •'CME 140 lb. SPT automatic hammer between soil and ror c types: In -sllu, the transition may be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, ft ll ss�� 1u C erracon BORING STARTED 9 -16.09 WL None WD None AB BORING COMPLETED 9.16-09 WL IL T RIG RP WL APPROVED WKB JOB# 07095091, • BORING NO. 9 Page 1 of 1 CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements GRAPHIC LOG 1 DESCRIPTION '11.4130 1 USCS SYMBOL SAMPLES TESTS Naannil BdA •.taai■COa SPT— Wen., BLOWS IL WATER CONTENT, % DRY UNIT WT PC' UNCONFINED STRENGTH. pef X 0.417 Appr Crushed Limestone 1.5 FILL, SAND WITH CRUSHED PA PA - _ I I • J I I •-•s -- 1 SS 3" 19/6" 5" 6 -- ' ` sg :1s. LIME E _ PA PA Brow CONCRETE 3.5 . :.CL 6 MISCELLANEOUS FILL, SAND WITH 0 ` i .. 2 5S 12 20 19 Brown Soft < h S 0 CINDERS, 'RUSHED LIMESTONE 13Iac4 to Dark Brown 6 _ G PA SANDY FAT CLAY -• ,EH 7 ' 1e ' SP 3 SS 10 11 11 27 - FINE 1ARSE SAND,TRACE CLAY t : Redd Medi1 1505] -, ~ ^ r f' 10 PA PA _ SP 4 SS 14 11 6 11 S oOTTOM4 )I BORING � readings likT nit exce 1)'background levels. +4+* - Brown -4 I ,, 12 Medium bensfgr ,- 4 ' ;, ..s:947 . BOTTO54 ORING Mfg:. 9)1D feedings did tint exceed ackgrouncft vets. - i The slre9ficalbn Sues represent Hue epproxMate boundary Imes ••CME 140 lb. SPT eutematM hemmer bah Sen loll and rock types: In -51h1, the f2rts11'on may be gradual. •Podlel Penetrometer WATER LEVEL OBSERVATIONS, ft BORING STARTED 9 -16-09 The slratficetIon lines represent the approximate boundary &nes ••Co.E 140 Ib. SPT automatic hammer between son and rock types: I•sllo, the transition may be gradual. 'Pocket Penetrometer 3 one WD None BORING STARTED 9 -16-09 r errwean COMPLETED 916 V � r rracon � RIG RP WL r APPROVED WKB JOB 07095091, • • BORING NO. 11 Pagel of 1 CLIENT City of Dubuque Engineer Veenstra & Klmm, Inc. SITE Jackson Street Dubuque, Iowa PROJECT Millwork District Street & Utility Improvements GRAPHIC LOG DESCRIPTION 34.1.d3C USCS SYMBOL SAMPLES TESTS NUMBER BdA 'or 'ANBARDEN '11 / SM.0113 N'eldS %!J.NB.LNOD BBJ.V0.1 r.d .LM J.INn AUG •Hicluakits OBNIJNOONti ,. 0.26 Approx. 3' Asphaltic Cement Concrete - = 0.75 Approx. 9• Crushed Limestone MISCELLANEOUS FILL, SAND MAUI WI _ — 400 - PA : , r - . ` _ _ •` f -SS "4.. 14 9 17 -- ' ` CLAY. CINDERS •�� Black _ PA LEAN CLAY, TRACE SAND t . :.CL 6 2- 'SS 10 3 24 Brown Soft < h S 0 - 4.a : . ti SANDY FAT CLAY -• ,EH 7 ' 1e ' 3 SS 16 7 27 Dark Gray .. Medium Stff 4 'y''' ° / 10.5 . rr;. PA FINE TO MEDIUM SAND :: _ SP 4 SS 10 11 S Brown -4 I ,, 12 Medium bensfgr ,- 4 ' ;, ..s:947 . BOTTO54 ORING Mfg:. 9)1D feedings did tint exceed ackgrouncft vets. - The slratficetIon lines represent the approximate boundary &nes ••Co.E 140 Ib. SPT automatic hammer between son and rock types: I•sllo, the transition may be gradual. 'Pocket Penetrometer WATER LEVEL OBSERVATIONS, fl BORING STARTED 9 -16-09 WL V. None WD None AB � r rracon � COMP 9 t6 RP WL S r RG RING 35E WL , APPROVED WKB JOB 07095091, 1 S S 8 a s S DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IOWA DOT • OFFICE OF DESIGN DUBUQUE COUNTY I PROJECT NUMBER ESL -2100 (660)- -7s -31 SHEET NUMBER 1.04 12/17/2010 12:21:23 PM c : \DGN \Dubuque \343028 \0 Sheets \0.01.OGN PAVING STONE, SAND SETTING BED, JOINT SAND, JOINT STABILIZER SPACER NOTES 1. QUALITY ASSURANCE A, Installer Qualifications Installer experienced In performing work in this section who has specialized in Installations similar to the scope and size of this project, B. The Contractor shall conform to all local, state /provisional licensing and bonding requirements. 2. SUBMITTALS, A. Shop or product drawings and product data shall be submitted. B. Full size samples of the concrete paving units shall be submitted to indicate color, texture, finish and product shape. Colors will be approved by engineer, C. Sieve analysis for gradation of the bedding sand and joint sand shall be submitted. D. Test results shalt be submitted from an independent testing laboratory for compliance of' paving unit requirements according to ASTM C 936 -01 or other applicable requirements. E. The layout, pattern, and relationsship of paving joints to fixtures and project formed details shall be indicated and approved by engineer. 3. DELIVERY. STORAGE AND HANDLING A. Concrete pavers shall be delivered to the site in steel banded, plastic banded, or plastic wrapped cubes capable of' transfer by fork lift or clamp lift. The pavers shall be unloaded at the job site in such a manner that no damage occurs to the product. B. Joint sand shall be covered with a secure waterproof' covering to prevent exposure to rainfall or removal by wind. Insure the covering is secured in place. C. Delivery and paving schedules shall be coordinated in order to minimize interference with the normal use of buildings adjacent to the paving area. 4. ENVIRONMENTAL CONDITIONS A. Do not Install pavers during rain or snowfall. 5. CONCRETE PAVERS A. Concrete paving stones are manufactured with and without spacer bars on individual units. Units produced without spacer bars are typically installed by hand and the joint spacing is maintained by the contractor. The units produced with spacer bars insure a precise joint spacing between all paving stones and insure an appropriate amount of joint for sand placement between the individual units. The spacer bars permit the use of mechanical installation equipment for a mechanized installation process when appropriate. B. Paver units shall meet the minimum material and physical properties set forth in ASTM C 936 -01. Standard Specification for Interlocking Concrete Paving Units. 1. Average compressive strength 8000 psi (55MPa) with no individual unit under 7200 psi (50 MPa). 2. Average absorption of 5% with no unit greater than 7% when tested according to ASTM C 140. 3. Resistence to 50 freeze -thaw cycles when tested according to ASTM C 67. C. Pigment in concrete pavers shall conform to ASTM standard C 979 -99, ACI Report No. 212.3R provides guidelines on the use of pigments, D. Pavers 1. Approved Paver suppliers Willowcreek, Unilock, and Borgert 2. Paver 1 - Historic Paver a. Paver Dimension Approximately 3.33' x 8.33' x 3.75'. b. Finish and Color. Reclaimed pavers, red 3. Paver 2 - Street Paver a. Paver Dimension 3.92' X 7.85' X 3.13' (8cm) b. Finish and Color. To match Willowcreek, Brick Stone Weathered, Chestnut Blend 4. Paver 3 - Street Paver a. Paver Dimension 3.92' X 7.85' X 3.13' (8cm) b. Finish and Color. To match Willowcreek, Brick Stone Weathered, Rose Creek Blend 5. Paver 4 - Permeable Paver a. Paver Dimension, 3.95' X 7.90' X 3.13' (8cm) b. Finish and Color. To match Wlllowcreek, Brick Stone Permeable, Rose Creek Blend 6. Paver 5 - Permeable Paver a. Paver Dimension, 3.95' X 7.90' X 3.13' (8cm) b. Finish and Color, To match Willowcreek, Brick Stone Permeable, Sandstone DESIGN TEAM VEENSTRA & KIMM, INC, ENGLISH 7. Paver 6 - Sidewalk Paver a. Paver Dimension, 3.92' X 7.85' X 2.38' (6cm) b. Finish and Color. To match Willowcreek, Brick Stone Weathered, Rose Creek Blend 6. SAND SETTING BED A. Sand setting bed for concrete pavers shall be made from the following materials, 1. Clean, non - plastic, less than 2% deleterious or foreign matter, natural or manufactured from crushed rock, DO NOT USE LIMESTONE SCREENINGS OR STONE DUST. wwWhen concrete pavers are subjected to vehicular traffic, the sand shall be as hard as practically posible. 9. DRAINAGE HOLE A. B. A. 2, THE joint sand shall conform to the grading requirements of ASTM C 33 as shown in Table I below 3. Bedding sand may be used for joint sand. Extra effort in sweeping and compacting the pavers may be required in order to fill the joints completely. It is recommended to use sand specially graded for joints. The gradations shown in Table 4 are recommended. Joint sand should never be used for bedding sand. TABLE 1 BEDDING SAND GRADING REQUIREMENTS ASTM C 33 Sieve Size 3/8' No. 4 No. 8 No. 16 No. 30 No. 100 B. Percentage Passing 100 95 to 100 85 to 100 25 to 85 10 to 30 2 to 10 7. JOINT SAND A, USE PRE -MIXED POLYMERIC SAND AS SUPPLIED BY THE FOLLOWING I. UNICARE Polymeric Sand Plus as supplied by UNILOCK. 2. RG + Polymeric Jointing Sand as supplied by TECHNISEAL. 3. SandLOCK Joint Sand Stablizer along with Sand Lock Additive as supplied by PAVETECH. 8. JOINT STABILIZER SPACER A. Use a sand joint stabilizer and install as per manufacturer's recommendation to seal pavers and joints) suppliers as follows 1. PaverKare Sand Joint Stabilizer as supplied by Prosoco. 2. SandLock Additive as supplied by Pavetech. 3. Joint Stabilizing Sealer SB -1300 as supplied by SureBond. Place 4' drainage holes Into paver concrete base at locations as specified on plans or as located In field by Engineer. Fill and compact drainage holes with clean pea gravel containing no fines. 10. FILTER FABRIC A. Use Tencate MirafI 140ML polypropylene fiber non -woven geotexrlle or equal under sand setting bed of concrete pavers. B. Place Filter fabric under entire area of sand settling bed overlapping fabric aninimum of 12' at seams. C. Make sure drainage holes are entered on fabric width and not on a seam. 11. INSTALLATION Preparing the sand setting bed prior to the installation of the concrete paving stones 1. Place filter fabric under all areas of concrete pavers. 2. Install the setting bed over the filter fabric, place 3/4' deep control bars directly over the concrete base. If grade must be adjusted, set thin wooden shims under the depth control bars to adjust the proper grade. Set two bars parallel to each other approximately eleven (11) feet apart to serve as guides for the striking boards (12 ft long X 2 in X 6 In board). The depth control bars must be set CAREFULLY to bring the bedding material to proper grade to insure proper paving stone finished height. 3. Place bedding material between the parallel control bars. Pull this bedding material with the striking board over the depth control bars several times. After each passage, any void must be filled with fresh bedding material to produce a smooth, firm and even setting bed. As soon as this initial panel is completed, advance the first depth control bar to the next position, in readiness for striking the next panel. Carefully fill any voids that remain, after removing the depth control bars and any wooden adjustment shims. Installing paving stones 1. Carefully place the paving stones by hand in straight courses with hand tight joints and uniform top surface. Good alignment must be kept and the pattern shall be that shown on the plans. IOWA DOT OFFICE OF DESIGN DUBUQUE COUNTY C. Joint Treatment, 1. Hand tight joints will be placing paving stones in contact with their spacer bars or If the paving stones have no spacer bars shall read from 1/16' to 1/8'. Sweep dry properly graded sand into concrete paver joints. D. Joint Stabilizer L Seal pavers and joints per manufacturers recommendations. APPROXIMATELY 3.92' X 7.85' X 3.13' (8cm) 3.92' X 7.85' X 3 3.33' X 8.33' X 3.75' PAVER 1 HISTORIC PAVER (PURINGTDN PAVER) 3.95' X 7.90' X 3.13' (8cm) PAVER 4 PERMEABLE PAVER N➢TF PAVER 2 PAVER 3.95' X 7.90' X 3.13' (8cm) 3.92' X 7.85' X 2 PAVER 5 PAVER PERMEABLE PAVER SIDEWALK PA SEE DRAWINGS FOR PATTERNING AT SPECIFIC LOCATIONS. PROJECT NUMBER ESL - 2100(660)- -7s -31 3 STREET PAVER STREET PAVER .13' (8cm) .38' (6cm) 6 VER SHEET NUMBER U,01 I E 1 L .0,8 .6S 1 6" MODIFI SUBBASE ADJACENT SIDWALK UNDISTURBED SOIL SIDEWALK / FULL CURB AND BAND SECTION B -B' & D -D' PATTERN RAMP (SEE PLAN FOR DISTANCE) 6' -0' MIN. DESIGN TEAM VEENSTRA & KIMM, INC, SECTION AT CURB RAMP SECTION C -C' ENGLISH 7 1/2' CURB AND GUTTER SECTIO 6' -0' (SECTION B -B) 1' -0' 1' -0' 2' -0' (SECTION D -D) i' -6' -3 'x2° KEYWAY #5 BAR @ 30' O.C. 18" LONG 3/4' SAND SETTING BED PLUS THICKNESS OF PAVER OR CON RETE 6' MODIFIED SUBBASEL - I 11 6' MOSITURE AND } -� — LI III I II III III III I III II DENSITYCONTR -I I I III - III - III - III - III - I I I I I III - I I I ® p E l — I a - � —I 11 11 I UNDISTURBED SOIL PATTERN 4' DRAINAGE HOLE FILL WITH PBA PLACE 10' D.C. (PLACE AS SHOWN ON PLANS) 8' 10' 6' - 3/4' SAND SETTING BED PLUS THICKNESS OF PAVER OR 9' CONC13E3€�^TAEET 3 "x2' KEYWAY \` (CENTERED). #5 BAR @ 30' D.C.. 18' LO - - - - -' 6 II Ill ll 1IJ16 "MOIST UR E AND DENSI III—III - III - III -I I I I I - CONTROLLED BuBGRADE I 1,1 1, 1I- „T- 5/8' RISE MAX. DROP CURB MATCH ADJACENT STREET PAVING THICKNESS IOWA DOT x OFFICE OF DESIGN 24 +00 MOCK UP PANELS FOR DECORATIVE WALK, REV -MIX WALK AND ALL PAVERS WILL BE REQUIRED /APPROVED BY ENGINEER BEFORE WORK BEGINS ON THOSE AREAS. INCIDENTAL TO PROJECT. PAVER DETAIL AT STREET SECTION A -A' HERRING BONE PATTERN B' -8 1/2' TYPE 3 PAVER (TYP,) DISTANCE EQUALS 3/4' SAND PLUS DEPTH OF PAVER 1I Fn DUBUQUE COUNTY B' q_ PROJECT NUMBER 8' -8 1/2 A' YAII I I 8' ON JACKSON 7' ELSEWHERE 2' -6' LONG #6 ROD 24' 0 C 2' -6' LONG #6 ROD 24" DC 1' -6" LONG #6 ROD 24' S C 6' MOISTURE AND DENSITY CONTROL SUBBASE 1 -0' TYPE 1 PAVER (TYP.) 19 -0' TYPE 2 PAVER (TYP.) 1 , - 6' -6' CONCRETE PAVERS ON 3/4" BEDDING SAND. FILTER FABRIC GLUED TO CONCRETE UNDER SAND WITHIN 4 FEET OF DRAIN HOLE. #5 REBAR 12" O.0 24' LON 1"x2' KEYWAY 6' -6' ESL - 2100(660)- -7s -31 TRUNCATED DOMES (TYP.) 25 +00 2' -01 E. 10TH STREET AND WASHINGTON STREET INTERSECTION TYPE 6 PAVER (TYP.) PATTERN E 10 T STREET PLACE 2 #5 REBAR, 8' LONG AT 12' D.C. W/ 1' X 2' KEYWAY (CENTERED ON SLAB) START HERRING BONE PATTERN AT CORNERS AND WORK TOWARDS MIDDLE FROM ALL CORNERS. PARTIAL BRICKS AT MIDDLE OF INTERSECTION 3/4' SAND SETTING BED PLUS THICKNESS OF PAIR 1' -0' 1 6 6 U 1111411.11r A IM len1 fir PAVER BAND AT SIDEWALK SECTION E -E' 7' PCC SIDEWALK SHEET NUMBER U.02 4' MIN. NOTES' 40•1111MEM ii 4' -0' WIDE BY 6' -0' LONG TREE GRATE s CONCRETE GUTTER W/ 2' -0' WIDE GRATE 1 —III III 1 B/C (SEE PLAN FOR WIDTH) - BUILDING 1' EXPANSION JOINT @ BUILDING 3' -0't AREA PAVER TYPE I W/ 3/4' SAND BASE FILTER FABRIC BELOW PAVER BETWEEN WINDOW WELLS AT SELECTED LOCATIONS. ENGINEER /CITY TO IDENTIFY 4 FIELD 5.5' TO PCC SIDEWALK 1. USE EAST JORDAN IRON WORKS (EJIW) TREE GRATE AND FRAME MODEL NUMBER 8691 RECTANGULAR OR SIMILAR. 2. USE EAST JORDAN IRON WORKS (EJIW) TRENCH GRATE AND FRAME MODEL NUMBER V- 7396 -20 OR SIMILAR. 3. SEAT BOTH TREE AND TRENCH GRATE FRAMES IN 8' WIDE CONCRETE WHERE THEY ARE ADJACENT TO ONE ANOTHER. WHERE FRAMES ARE NOT ADJACENT, DECREASE CONCRETE WIDTH TO ONLY 6'. 4. MODIFY CONCRETE ANCHORS ON EITHER TREE OR TRENCH GRATE FRAME WHERE THEY ARE ADJACENT TO ONE ANOTHER SO THEY BOTH FIT SECURELY WITHIN 8' CONCRETE WIDTH. 5. INSTALL GRATES AND FRAMES AS PER MANUFACTURERS RECOMMENDATIONS. CROSS SECTION BUMPOUTS AT ALLEY'S SECTION A -A' • 5' -0't AREA BETWEEN PCC SIDEWALK 6" MODIFIED SUB -BASE 1'X2' KEYWAY W/ 12 LONG #5 REBAR @ 30' O.C. (CENTERED) 2' -8' FLOW THROUGH GUTTER SPECIAL PLANTING SOIL PAVER TYPE I W/ 3/4' SAND BASE L MODIFIED SUB -BASE 3' -0' ..11K1 HM 2' CROSS SECTION BAND /CURB & GUTTER /PAVERS @ WINDOW WELLS SECTION B -B' PAVER TYPE I W/ 3/4" SAND BASE 1'x2' W /1' -0" LONG #5 BAR @ 30" O.C. (CENTERED) SEE PLAN FOR WIDTH a NEW CEG • • n l l l I I I- 111 -111 6" MOISTURE AND DENSITY CONTROLLED SUBGRADE 1 "x2' KEYWAY W/ 12 LONG #5 REBAR @ 30' O.C. (CENTERED) SEE PLAN FOR WIDTH 6" MOISTURE AND DENSITY CONTROLLED SUBGRADE 0 6' 6' -0' 6' E 10TH STREET TYPE 1 PAVERS (TYP.) 9TH & 10TH STREET MID -BLOCK AT ALLEY -4'-6" TREE GRATE. BOLT GRATE TO CONCRETE WITH FASTENERS 2' -0" O.C. ■•• , 1' -O' - SPECIAL PLANTING SOIL CROSS SECTION TREE WELL @ ALLEY SECTION C -C' - PAVER TYPE I W/ 3/4" SAND BASE MODIFIED SUB -BASE DESIGN TEAM VEENSTRA & KIMM, INC, ENGLISH IOWA DOT ■ OFFICE OF DESIGN DUBUQUE COUNTY PROJECT NUMBER ESL - 2100(660)- -7s -31 SHEET NUMBER U,05 II � Lu W CC o k W k H z EXISTING PCC SIDEWALK SAW CUT CONTRACTOR TO RESTORE PLANTINGS AT ENTRY (APPROVAL BY CITY REQUIRED ADA TRUNCATED DOME INSERT (EAST JORDAN METAL) DESIGN TEAM VEENSTRA & KIMM, INC. PAVER DETAIL ENGLISH EXISTING COLOR STAINED P.C.C. (PROTECT) PAVER TYPE 6 COLORED PAVERS ON CONCRETE BASE 1' CONCRETE BAND SAW CUT EXISTING PCC SIDEWALK E. 5TH STREET NEW 10' PCC TRAIL, SEE E SHEETS FOR LOCATION /ALIGNMENT IOWA DOT ■ OFFICE OF DESIGN DUBUQUE COUNTY ADA TRUNCATED DOME INSERT (EAST JORDAN METAL) I' PCC BAND EXISTING PCC 1' -0' 2' -0' SECTION B -B' PAVER TYPE 6 WITH 3/4' SAND SETTING BED PAVER (TYPE 6) 3/4' SAND SETTING BED Oak Wit #5 REBAR, 18' LONG, 18' O.C. CENTERED ON SLAB SECTION A -A' PAVER DETAIL @ TRAILHEAD F PROJECT NUMBER ESL - 2100(660)- -7s -31 WITH SHEET NUMBER U,06 LID TOP VIEW STAINLESS STEEL TERMINAL BOLTS LID SIDE VIEW COLLAR TOP VIEW 3 8" DIA COVER NEW HYDRANT TRACER WIRE ACCESS BOX LOCATED 1' LEFT OR RIGHT OF NEW HYDRANT. TRACER WIRE ACCESS BOX TO BE INSTALLED FLUSH WITH EXISTING GROUND. TRACER WIRE WATERMAIN TRACER WIRE STATION AT HYDRANT 18" TO 24" ADJUSTABLE TRACER WIRE RECEPTACLE DETAIL TRACER WIRE ACCESS BOX INSTALL TRACER WIRE UP HYDRANT BARREL TO TRACER WIRE STATION TERMINALS AND BACK DOWN. INSTALL 5/8" x 24" COPPER CLAD GROUND ROD TRACER WIRE 10 AWG. (USE, COLOR: BLUE) VALVE NEW HYDRANT BARREL HYDRANT VALVE DO NOT RUN TRACER WIRE UP VALVE BOX CONNECT TO GROUND ROD WITH APPROVED UNDERGROUND CONNECTION. CONTRACTOR TO PROVIDE DOCUMENTATION FOR GROUND ROD CONNECTION. EXISTING WATERMAIN DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH IOWA DOT I OFFICE OF DESIGN DUBUQUE COUNTY NEW WATERMAIN HYDRANT TEE TRACER WIRE 10 AWG. (USE, COLOR: RED) NOTE: CARE MUST BE EXERCISED TO PRESERVE THE INTEGRITY OF THE INSULATION ON THE TRACER WIRE. TRACER WIRE DETAIL PROJECT NUMBER ESL - 2100(660)- -7s -31 SPLICE CONNECTION TO BE MADE WITH AN APPROVED UNDERGROUND CONNECTION. CONTRACTOR TO PROVIDE DOCUMENTATION FOR SPLICE CONNECTION. SHEET NUMBER U,07 12 SECURE WITH POLYETHYLENE TAPE 36" 8 MIL POLYETHYLENE TUBE FOLDED SNUGLY AROUND PIPING. CORPORATION STOP TAPPED DIRECTLY THROUGH TAPE & POLYETHYLENE WRAP. SERVICE LINE POLYETHYLENE TUBE TO BE TAPED TO WATERMAIN CLEAN PIPE SURFACE AND APPLY PIPE WRAP PRIMER AROUND ENTIRE PIPE. LET DRY UNTIL TACKY. WRAP 3 LAYERS OF POLYETHYLENE TAPE COMPLETELY AROUND PIPE MAINTAINING A 50% OVERLAP. 2" TAPE RECOMMENDED. TAPE THE POLYETHYLENE TUBE INTO THE EDGE OF THE CORPORATION STOP LOCATION. SECURE WITH POLYETHYLENE TAPE SERVICE LINE TO METER (SERVICE LINE SHALL BE TYPE "K" COPPER.) 8 MIL POLYETHYLENE TUBE FOLDED SNUGLY AROUND SERVICE LINE. DIP PIPE far- SERVICE TAP DETAIL DUCTILE IRON PIPE POLYETHYLENE ENCASED DESIGN TEAM VEENSTRA & KIMM, INC. ENGLISH DIP PIPE DIP PIPE 1. REMOVE ALL LUMPS OF CLAY, MUD, CINDERS, ECT. WHICH MAY HAVE ACCUMULATED ON THE SURFACE OF THE PIPE. A POLYETHYLENE TUBE SHOULD BE CUT SO THAT IT IS APPROXIMATELY TWO FEET LONGER THAN THE PIPE SECTION. SLIP THE TUBE ONTO THE PIPE. ALLOW ONE FOOT TO OVER- HANG EACH END OF PIPE. 2. PUSH BACK THE OVERHANGING TUBE ENDS UNTIL THEY CLEAR THE PIPE ENDS. POLYETHYLENE WRAP POLYETHYLENE WRAP 3. TAKE UP THE SLACK IN THE TUBE TO MAKE A SUNG BUT NOT TIGHT FIT. FOLD EXCESS BACK OVER THE TOP OF THE PIPE. DIP PIPE DIP PIPE POLYETHYLENE WRAP 4. SECURE THE FOLD WITH POLYETHYLENE TAPE AT SEVERAL LOCATIONS? ALONG THE PIPE BARREL. POLYETHYLENE WRAP B POLYETHYLENE COMPATIBLE TAPE 5. DIG SHALLOW DEPRESSION AT EACH DIP JOINT AND ASSEMBLE JOINT. POLYETHYLENE COMPATIBLE TAPE POLYETHYLENE WRAP FOLDED OVER THE TOP OF PIPE POLYETHYLENE WRAP IOWA DOT w OFFICE OF DESIGN DUBUQUE COUNTY 6. PULL THE POLYETHYLENE TUBE END OF THE PREVIOUSLY OVER THE NEW PIPE AND SECURE WITH POLYETHYLENE C FROM THE PRECEDING PIPE BELL. 7. OVERLAP THE SECURED TUBE END OF THE NEW PIPE SEC 8. REPAIR ALL RIPS, TEARS, OR OTHER TUBE DAMAGE WITH POLYETHYLENE COMPATIBLE TAPE. POLYETHYLENE COMPATIBLE TAPE POLYETHYLENE COMPATIBLE TAPE POLYETHYLENE COMPATIBLE TAPE POLYETH POLYETHYLENE COMPATIBLE TAPE POLYE ENCASEMENT POLYETHYLENE COMPATIBLE TAPE POLYETHYLENE COMPATIBLE TAPE POLYETHYLE COMPATIBLE NOTE: 1. THE CONTRACTOR WILL BE REQUIRED TO UTILIZE A NYLON STRAP FOR TRANSPORTING DUCTILE IRON PIPE WATERMAIN INTO THE TRENCH. 2. THE BLUE POLYETHYLENE TUBE WILL BE BLUE IN COLOR. PROJECT NUMBER ESL - 2100(660)- -7s -31 POLYETHYLENE WRAP INSTALLATION INSTRUCTIONS POLYETHYLENE INSTALLED PIPE OMPATIBLE TAPE YLENE WRAP TION. SECURE THE NEW TUBE END IN PLACE WITH POLYETHYLENE COMPATIBLE TAPE. THYLENE WRAP E TAPE SHEET NUMBER U,08