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Home My WebLink About2014-01-22 PACKET 05.B.OBSERVATION AND INSPECTION TASKS FOR TYPICAL PAVEMENT MANAGEMENT CONSTRUCTION PROJECTS RESIDENT COMMUNICATIONS: 1. Prepare and distribute the Resident Notice for: a. the beginning of construction b. pavement and concrete removal (full pavement removal only) c. pavement milling and spot concrete removals (mill and overlay only) d. temporary mailboxes (full pavement removal only) e. gravel placement (full pavement removal only) f. curb placement g. concrete driveway placement h. base course paving (full pavement removal only) i. leveling course paving (mill and overlay only) j. restoration k. mail service resuming (full pavement removal only) I. asphalt driveways m. wear course paving n. additional notices for changes in schedule 2. Include any notification to residents on uGOvia website. 3. Schedule and meet one on one with individual Residents or small groups of residents. 4. Respond to Resident concerns through the telephone calls to the "Project Hotline ". 5. Respond to Resident concerns through project email. 6. Meet with residents to explain right to enter agreements for construction activities outside of the City Right of Way and obtain resident signature for the agreements. 7. Resident driveway changes /credit to assessments for replacing own driveway: a. explain requirements to resident b. review driveway permit c. mark out any changes in width discussed with resident/ shown in permit d. calculate driveway assessment credit COORDINATION AND SCHEDULING: 1. Prepare for and conduct weekly construction meetings between City Staff, Contractors, Subcontractors and utility companies to discuss and coordinate schedules, and project concerns and corrective work needing immediate attention. 2. Send out weekly construction meeting notes to all attendees. 3. Email weekly schedule to City for website. 4. Coordinate construction schedule to school identifying potential impacts to bus routes and walking routes. 5. Notify police & fire of any temporary road closures. 6. Meet with subcontractors to discuss project requirements specific to their work prior to them starting. 7. Respond to specific request for information from the Contractors related to the project plans and specifications. 8. Coordinate irrigation repair if specified for specific properties. 9. Coordinate overall project schedule and activities with adjacent County Construction projects. 10. Coordinate Contractors construction activities with ongoing City events within the Park areas. 11. Coordinate the location, and construction of the new concrete slab for the Central Box Units /Mailboxes, and the re- installation of the existing mailbox units. 12. Coordinate Central Box Units /Mailboxes base unit replacements by post office to contractor. 13. Coordinate temporary mailbox locations and durations with post office. 14. Coordination of the relocation of underground Private Utility Lines that are in conflict with the installation of the new sewer and storm sewer pipes. 15. Coordinate and observe the special excavation by the Contractor for locating private utility crossings and conflicts with the specified construction. 16. Coordinate materials testing through MnDOT for concrete and bituminous plant inspections. 17. Coordinate the required testing to be performed by the City's independent testing firm, for frequency and locations: a. Concrete —curb, sidewalk, driveways, pedestrian ramps i. Slump— sampled at placement ii. Air content — sampled at placement iii. Temperature — sampled at placement iv. Compressive strength — sampled at placement; tested 7day, 28day b. Gravel (Aggregate Base) —roadway, trail L Gradation — sampled at placement ii. Density - (DCP) for gravel base prior to paving c. Bituminous— roadway, trail i. Mix proportions — sampled at placement ii. Density - core testing after placement d. City utilities —storm sewer, sanitary sewer, water i. Density— tested during trench backfill ii. Pipe deflection - mandrel testing 30 days after installation iii. Leak detection — Low pressure air testing 18. Coordinate with contractor's pavement core testing firm on schedule and test locations. 19. Work with City Forester related to boulevard trees and the impacts construction may have on them. 20. Coordinate the location and installation of landscaping and tree installations throughout the project. 21. If the resident chooses to replace their entire driveway privately, coordinate with the Resident and their private Contactor. 23. Coordination with Street Lighting Contractor, and Public Works the street light and feed point construction for the project. 24. Coordinate the final layout /location of trails to be constructed throughout the project with Parks Department, particularly in areas where athletic field layouts can change. 25. On a daily basis meet with the Contractors foreman to review the work scheduled for the day. 26. Review the Contractor's overall project schedule verses actual daily schedule. 27. Review the removals marked in the field with the Contractor or Subcontractor. Confirm inspector marked removals vs. additional marks the residents may have made. 28. Coordinate construction survey staking needs throughout the project based on Contractor's schedule: a. Storm sewer, sanitary sewer, water b. Concrete curb c. Playground border d. Trails e. Parking lot 29. Work with the Contractor and Resident if driveway removal and placement will affect access for residents with special needs. 30. Coordinate any additional work or changes to the contract. 31. Review and transmit testing invoices to City from testing firm. QUALITY ASSURANCE AND MATERIAL TESTING: 1. Review testing results to confirm materials meets specifications: a. Concrete —curb, sidewalk, driveways, pedestrian ramps L Slump ii. Air content iii. Temperature iv. Compressive strength - 7day, 28day b. Gravel (Aggregate base) — roadway, trail i. Gradation ii. Density c. Bituminous— roadway, trail i. Mix proportions ii. Density d. City utilities —storm sewer, sanitary sewer, water i. Density 2. Confirm the materials being used meet the project specifications: a. Traffic control b. Pipe c. Hydrant risers d. Risers and top sections for gate valves e. Storm and sanitary structures f. Castings for MH and CB g. Adjustment rings h. Steel reinforcing for concrete curb at CB's i. Concrete curing compound j. Pavement markings k. Bituminous for patching I. Bituminous for leveling m. Signs n. Conduit o. Wiring p. Handholes q. Park garbage can r. Park bench s. Picnic table t. Fence 3. Review submittals from contractor. 4. Review topsoil requirements with contractor for material to be placed on the project. FIELD INSPECTIONS: 1. Evaluate existing concrete curb condition to determine segments to be removed and replaced (spot removal). 2. Evaluate existing concrete sidewalk condition to determine segments to be removed and replaced (spot removal) 3. Determine and establish the removal and construction limits for concrete pedestrian ramps to meet ADA requirements. 4. Evaluate existing storm sewer, sanitary sewer, and water to determine segments of pipe or structures to be replaced or repaired. 5. Identify tree removal and grubbing throughout the project. 6. Field identify and mark items or limits for removal as identified on the project plans, such as pavement, curb, driveways, and trails. 7. Remark any additional removals required due to contractor damage. Keep these quantities separate from measurements for items to be paid. 8. Field check curb and gutter grades after staked. 9. Mark driveway limits for driveways in which the homeowner has obtained a permit to widen their driveway. 10. Review Contractor's string -line used for concrete curb installations. 11. If necessary, check the grade and forms set by the contractor for compliance. 12. Witness and document the concrete testing performed by the testing firm has been completed and meets the specifications. 13. Confirm that the concrete placed was finished, cured, and protected properly. 14. Confirm the contractor installation of curb related to brush finishing and curing applications. 15. Following the curing process, confirm the contractor properly patches the existing street pavement in front of the newly place concrete curb. 16. Evaluate existing pavement surface with Public Works for determining the need for full width, edge mill, or no milling to occur. 17. Check milling depths as contractor mills. Direct additional milling for areas not initially milled to correct depth. 18. Evaluate existing milled surface with Public Works for determining the need for joint repair, street patching, or full width leveling course. 19. Confirm the contractor sweeps and cleans the existing pavement after completion of the milling operations. 20. Mark the joint and street patch repair for the Contractor. 21. Perform grade check on subgrade excavation prior to placement of gravel base. 22. Tolerance and string -line the gravel base subgrade prior to paving the non -wear course bituminous. 23. Perform grade check on paved surface prior to wear course paving. 24. Evaluate and mark curb for damage due to construction prior to wear course paving. 25. Mark and layout pavement markings where required on the project 26. Field mark locations of bituminous cores to be taken for compaction /density purposes 27. Stake and locate the removal and replacement of traffic signage within the project limits. 28. Evaluate boulevard grades in areas new curb was placed to determine limits of restoration. 29. Review with the restoration Contractor the materials to be used for Seeding and Hydro Mulch work. 30. Resolve unforeseen change in conditions throughout the project, such as the conflict with cable T.V. located 3" behind the existing curb and this line being cut multiple times during the excavation process. 31. Monitor the project and Contractor's work for the installation of Erosion Control Devices (BMP's), such as inlet protection. 32. Inspect work completed by the contractor and compile a "Punch List ". 33. Re- inspect and the final "Punch List" work completed by the Contractor. OBSERVATION: 1. Observe removal operations by contractor: a. Removing curb b. Removing sidewalk c. Removing driveways d. Lowering existing manholes and water valves e. Removing pavement f. Milling pavement g. Reclaiming pavement h. Removing trail i. Removing playground border 2. Observe excavation and fill operations by contractor: a. Street subgrade excavation b. Trail excavation c. Sewer excavation d. Backfilling sewer e. Placing reclaimed gravel base within roadway f. Placing CL5 gravel base within roadway g. Placing 100% crushed CL5 within trail section h. Gravel preparation for sidewalk L Gravel preparation for driveways 3. Observe concrete operations by contractor: a. String lining and machine placement of concrete curb b. Forming and hand placement of concrete curb c. Forming and hand placement of concrete sidewalk d. Forming and hand placement of concrete pedestrian ramps e. Forming and hand placement of hydrant pads f. Forming and hand placement of mailbox pads g. Forming and placement of concrete footings for shelter h. Placement of reinforcing bars for concrete footings for shelter i. Forming and hand placing concrete playground border 4. Observe structure adjustment operations by contractor: a. Adjusting catchbasins i. Placement of steer reinforcing bars ii. Setting of forms iii. HDPE adjustment rings b. Adjusting storm and sanitary manholes with HDPE adjustment rings c. Adjusting water valves d. Installing hydrant risers 5. Observe paving operations by contractor a. Tack placement b. Joint adhesive material c. Base course paving d. Leveling course paving e. Wear course paving f. Trail paving g. Patching road at curb replacement locations h. Patching road at structure adjustments i. Patching driveways 6. Observe City utility work by contractor: a. New storm sewer pipe & structures b. Repairing storm sewer structures c. Inline repairs of storm sewer pipes d. New sanitary sewer pipe & structures e. Replacing existing storm sewer structures f. Repairing sanitary sewer structures g. Inline repairs of sanitary sewer pipe h. Insulating existing water services i. New sanitary & water services j. New casting placement 7. Observe restoration operations by contractor: a. Salvaging topsoil b. Screening topsoil c. Mixing topsoil with compost d. Seeding placement e. Fertilizer placement f. Sod placement g. Mulch placement h. Tree planting 8. Observe lighting improvements by contractor: a. Conduit installation b. Handhole installation c. Wire installation d. Feed Point (Power source) replacement and switch -over 9. Observe pavement marking operations by contractor: a. Pavement markings grooved into bituminous mat b. Paint c. Epoxy 10. Observe reinstallation of Central Box Unit/ Mailboxes. 11. Observe reinstallation of individual mailboxes. 12. Observe sign work completed by contractor: a. Removing sign b. Salvage and reinstall existing signs c. Replacing sign d. Installing new sign 13. Observe fence installation by contractor DOCUMENTATION: 1. Prepare daily observations reports for work performed on the project. 2. Maintain the bituminous core density spreadsheet for the entire project. 3. Maintain a Contract Quantity Record Book for the Project. 4. Measure and document the all bid items for the entire project for determining payment. 5. Throughout the project on a monthly basis prepare quantities for the required intermediate request for payments. 6. Throughout the project complete the required written documentation for the work performed. 7. Prepare an Inspection Notice /Punch list for the work /project. 8. Document that the contractor has provided the traffic control for the work being performed. 9. Document existing conditions. 10. Document conditions of the City's infrastructure, such as sanitary sewer and storm sewer manholes, and valves prior to construction. Weekly Update June 20 2013 Zone 1: Area B is in the process of having curb placed. After the curb has had time to gain strength, cement driveways will be placed approximately three days following placement, weather permitting. Area A has had some cutting away of the grass to fix grade problems and to permit for topsoil to be placed. Topsoil is scheduled to be placed June 1", weather permitting, with seeding scheduled to occur one week later. This allows for irrigation systems to be placed before the topsoil is seeded. Area B is scheduled to be graded June Vt and then a base coarse to be laid June 3r Area G is in the process of getting asphalt driveways placed, and topsoil is scheduled to be placed July Vt with seeding following approximately one week later. Zone 2: The pavement in Area E has been removed, except for Jensen Ave., and a leveling course is to be placed today. The wear course is scheduled to be placed July 8 weather permitting. Area F has had curb repairs completed, and driveways have been re- filled. Milling and a leveling course are scheduled to be done the week of July 8 weather permitting. Area H, full reclamation is schedule to start July 15 and the mill and overlay section is scheduled to start after the full reclamation area has a base course laid. Zone 3: Utility work has reached the intersection of Jocelyn Ave So. and toilet Ave So., and is scheduled to be completed by July 3r Jocelyn is scheduled to be sub cut July 8 with curb placement starting July 15 weather permitting. e s - • 1 1 - U • Project. 2013 Pavement Management Project Bolton &Menk Project Number: N15.105420 owner. City of Cottage Grove Owner Project Number. Contractor. Hardrives, Inc. Date: 7/23/13 Weather: clear Temp: hi: 76 l low: 64 Personnel /Equipment on Site: Hardrives — pickup, (5)skidsteer, (5)utility truck, (2)water truck, loader, shoulder machine, grader, paver, (2)steel drum, truckl2286,12011,12202; (3) foreman, (8)operator, (2)laborer New Look — utility truck, skidsteer, sheepsfoot, excavator, dozer, mini excavator; foreman, (2)operator, laborer, pipe layer Stapf Concrete — form truck, utility truck, skidsteer; foreman, form setter, (4)finisher Miller Excavating — pickup, (2)excavator, (2)skidsteer, truck37,22,10,1; foreman, (4)operator Work Observed; Area B — Hardrives placed topsoil. And paved asphalt driveways. Area F — Stapf placed hydrant pads and mail box pads. Area D — New Look installed storm sewer in Kingston park. New Look damaged an irrigation line in the park, they repaired the damaged line using a coupler and a new section of pipe. This damage was located on the line running north and south, east of SS 14. Area H — Stapf placed curb on Indian Blvd. Miller removed curb and sidewalk on east half of Indian Blvd. Area I/J — Hardrives removed excess material in yards from utility work. Miller sent topsoil and compost through the screener. ❑ Attachments Signed by. JPT Date; 7/23/13 Weekly Meeting Agenda/Notes m m ffl l?ere Pride aid Cottage Grove Qfos pefity Meet o z m � Project: 2013 Pavement Management Project Weekly Meeting No: 7 Project No: N15.105420 Location: Field Office Page: 1 of 2 Date: 6/27/13 Attendees (Attach extra sheet if necessary) Name Representing Phone No. Dave Hanson Bolton & Menk 651 - 968 -7559 Jennifer Levitt Cottage Grove 651 - 458 -2890 Jeff Reichert Hardrives 651 - 214 -3477 Jeff Toutant Bolton & Menk 612 -720 -6644 Ryan Burfeind Cottage Grove Gary Orloff Cottage Grove 651 - 458 -2808 Jeff Severson New Look 612 - 910 -1738 Rick Alt Cottage Grove 615- 295 -6782 Harry Taylor Cottage Grove 651 - 458 -2808 Item No. Item 1. Work Completed Previous Week: A: Cut some of the grade for topsoil; electrical conduits and handholes finished B: Curb placement started; finish today E: Milling completed, start leveling coarse today F: Curb repair complete G: Asphalt driveways started; adjusted gate valve and manholes; electrical conduits and handholes finished I: Storm and sanitary; including services South/West of Joilet Ave are complete 2. Schedule (contractor provide updated schedule): A: Topsoil placement Monday; seed 1 week after B: Concrete driveways, hydrant pads, mail box pads Friday; grade Monday- Tuesday; Base coarse Wednesday (3r E: Adjusting gate valves and water mains; place wear July 8d'; concrete flatwork Friday F: Edge mill /Leveling the week of July 8 G: Topsoil Monday; seed 1 week after I: Sub cut Monday 8 curb placement 15 Utility finish by July 3rd H: Full Reclamation July 15 Mill and overlay after the full reclamation has base coarse; 3. Erosion Control (contractor provide updated schedule): Inlet protection remain in until seeding is established 4. Traffic Control: Road closure Joliet Ave- Today, Monday, and Tuesday Signed Page 1 of 2 Weekly Meeting Agenda /Notes Cottage Grove h ere Pride and Q10SV er1tV Meet o z m � Project: 2013 Pavement Management Project Meeting No: 7 Project No: N15.105420 Location: Field Office Page: 2 of 2 Date: 6/27/13 Item No. Item 5. Coordination: Notices - A: Topsoil and Seed notice after topsoil is placed Contact school prior to starting trail work Jeff (Nardrives) is to submit a revised project schedule by Wednesday June 26th 6. Surveying: Curb Jocelyn started (Jocelyn Alcove, south), to be completed after utility work is complete 7. Specification /Project Specific Issues: Sweep, vacuum, leveling in Phase E Average existing curb to centerline varies 3.2% to 1.7% Average existing 10 foot from curb at 2 -2.5% followed by 5 foot to centerline at 1 % 8. Payments: Estimate #2 was sent to city June 18°i; Next estimate to city by July 24th 9. Inspection Notices: Kevin Zitel- possible changing out some poles Signed Page 2 of 2 t to %0 ct IM �? �� 6 b, 0 TC467 T M MM VM RMJDE 0 0 I No f ,lag 0 LA 0 9FE AE Z Y Z U Wi Jai 5A RWRM 3. m r" 'O"PA", Uel 0 Hom O 0 M cF # VM RMJDE 0 f ,lag S 'BAV uAlaoor 0 9FE AE Z Y Z Jai 0 m Hom O 0 M cF # ITEM DESC: Type SP Wearing Course Mix (2,C) PROJECT #: N15.105420 ITEM #: 115 PROJECT: 2013 Pavement Management CATEGORY: CLIENT City of Cottage Grove ENTERED BY: Jeff Toutant CHECKED BY: DATE PLACED: 7/17/13 LOCATION: Phase E 52 LOADS TODAY 908.98 TONS TODAY 6.12 17.70 16.93 17.10 19.38 22.14 16.02 15.42 19.98 19.28 15.97 16.04 17.73 18.94 16.05 17.60 18.03 18.15 21.19 15.93 16.74 16.65 16.88 16.90 15.50 15.69 18.78 21.44 20.04 19.79 15.99 15.82 18.23 19.98 18.09 17.75 21.78 18.37 16.23 16.14 16.64 16.72 15.63 17.79 19.60 15.60 16.18 19.87 17.79 17.48 16.29 16.90 115 wear E streets7-1 7-1 3.xlsx Page No. n rn N W W 2 N Z D O U U Q O O U W W F- 6 z Y Z LLI 2 ca Z L O r J / O W s 0 N Z n: o d t O Z d , F U o w E 0 � E a W N H a Q z z O U d E z O H O 0 W O cc 0 W F Q F O U, U- 0 F U n O Z w O W J � U W U l0 Q o a N �- Z z O Q F !D Q CC z Z 0 LL Z Z J h z Z) O F- Q z F- LU F 2 h F a O U W 2 O U J 0 Q O l+1 F O- d U � s 0 N Z n: o d t O Z d , F U o w E 0 � E a W N H a Q z z O U d E z O H O 0 W O cc 0 W F Q F O U, U- 0 F U n O Z w O W J � U W U l0 Q o a N �- Z z O Q F !D Q CC z Z 0 LL Z Z J _ro N 3 U U ca E O m o _ > 0 o U - O L U N Y E �, a� 3 m��¢ N ca N > co m 3 in a a °�' °° ° c ° M - O W ^ a N U U 0 CD 3 ^ (� N > C Y 3 N N > n O 0 0 OD z a w r m m Cn a � o T c m CO N v co LO J C 0) 0) N Q Z LL O w F aZ z � c� w O O F w f w W F U LU W Q w w w w U- S O W P 0 O O { O co O N N N N N N N N N N co N N N N N N F F U w c6 cU c6, ca cV c6 c6 c6 ca Z { O W L L L L L L L L L L N ~ � m m m m m m m m co m N F Ir G F Z 2 W CO N r r N r N n N n N r N n N n O R F- LU w x cn Z D O U U Q D OC O U W W U Z X W 2 Z L O r M J W G N 17 0 a2 0 z d. 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Q U to cn ~ O c� c� co c� c*� r� co co W r w Q cc Q rzz qb r i33 r m N r o N N 65 N T U Z W h I� n n W 00 00 Date: October 22, 2013 CONTRACTOR'S PAY REQUEST 2013 PAVEMENT MANAGEMENT PROJECT STREET AND UTILITY IMPROVEMENTS DISTRIBUTION: CITY OF COTTAGE GROVE, MINNESOTA CONTRACTOR (1) S.A.P. 180 - 125 -001 OWNER (4) PROJECT NO. N15.105420 ENGINEER (1) ORIGINAL CONTRACT ANOUNT $5,376,343.11 APPROVED CHANGE ORDERS - ADDITION APPROVED CHANGE ORDERS - DEDUCTION REVISED CONTRACT AMOUNT $5,376,343.11 TOTAL, COMPLETED WORK TO DATE $4,436,277.84 TOTAL, STORED MATERIALS ON HAND $0.00 TOTAL, COMPLETED WORK & STORED MATERIALS $4,436,277.84 RETAINED PERCENTAGE ( 5% ) $221,813.89 LIQUIDATED DAMAGES $26,000.00 SUBTOTAL $4,188,463.95 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $3,788,353.91 PAY CONTRACTOR AS ESTIMATE NO. 6 $400,110.04 APPROVED FOR PAYMENT: CONTRACTOR: By Hardrives, Inc. Name Title 14475 Quiram Drive Rogers, MN 55374 Date CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOLTON & MENK, INC.,2035 CO. RD EAST, SUITE B, MAPLEWOOD, MN 55109 By Date APPROVED FOR PAYMENT: OWNER: CITY OF COTTAGE GROVE Jennifer Levitt Engineer Date N z z w 2 (a W O I H F- O Z Q w W U) t- 0 p O Z m N CL W Y� ~ Z_ W w o y Z C7 0 Q �1 � C 0 � M z a o z a w K Td Z lQ > V a F- V�r a LL W L a O nj M > a O a c t = Q cc N () vi a O O O O M M n �t r M m y. 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Z z z w w r w __ ____ 0 �zwwo��aawwz ii L i m ry m w a T v w n ° a ry o c o a o n n ry m n n mo m a mory .-+o m n n n .-. o I N z 0 ry � � u r a x � w o a u d Z X a a u � M N Cottage Grove h ere Pride and pfps perity Meet July 3, 2013 PROJECT NOTICE - PHASE G RESTORATION 2013 PAVEMENT MANAGEMENT PROJECT If the schedule changes for your area in the future, additional notices will be delivered to reflect the revised dates. Topsoil /Seed: The contractor will begin placing topsoil in Phase G on Friday July 3 1 d. The topsoil being used consists of a topsoil and compost mix. Based on past experience this mixture promotes better and quicker root growth for the new grass. Once topsoil has been initially placed you will be able to install any irrigation, landscaping, or dog -fence that was located within the disturbed area. The initial topsoil is rough graded at the time of placement, the final shaping of the topsoil will be completed prior to seed placement. The seeding will be completed approximately one week after the initial topsoil placement. Seeding Maintenance: Your help is needed to help ensure the seed successfully takes root and survives. Once the seed is placed the contractor is responsible to keep it alive for 45 days. After the 45 day period passes, all maintenance will be turned over to the property owner. Please understand that neither the City or the contractor will replace seed areas that die or deteriorate after the initial 45 day period. The future health of the seed is the homeowner's responsibility. The following are some tips that will help you restore your lawn to its prior condition as quickly as possible. • Mowing — Do not mow the new seed for three weeks. Seed needs time to establish root growth prior to its first mowing, mowing the new grass to soon may result in pulling new seedlings out of the ground. Once you begin mowing, set your mower deck at 4" high, or at the highest setting for the first year. Do not cut off more than one -third of the plant at a time, and do not mow in hot weather. Long grass is less susceptible to the effects of dry weather. Mowing too short can stress the new seed and lead to sun scalding. It is better to have long green grass than short brown dirt. Grass is a cool weather seed that grows best in cool damp weather. Most weeds are warm weather plants that grow best in warm temperatures. Due to these facts, it is anticipated that some weed growth may occur during the summer months. Please help control your weeds by mowing your new grass routinely after the first three weeks as noted above. Watering — The contractor will water the seed as needed for the first 45 days only! Additional watering completed by the homeowner is encouraged. Even during the first 45 days, if you notice the seedlings drying out, please water it accordingly. After 45 days, you are responsible for watering and maintaining your seed. Homeowners with new seed will be able to water daily for 60 days after placement without obtaining a watering permit from the Public Works Department with the City of Cottage Grove. Sufficient and timely watering is critical to new seed until its root structure becomes fully established so it can withstand drought. Weather conditions will dictate the amount and frequency or watering. Be certain that your new lawn has enough moisture to survive hot, dry, or windy periods. In many instances new seed requires more watering than the rest of your yard for up to three years. It may require as much as 2" of water per week in three or four applications to fully establish the root system. To check if you are watering enough, place a shallow flat - bottomed container near your sprinkler, turn on the water, and measure the water depth in the container. Early morning watering is recommended. For schedule updates and other project updates check for additional door hanger notices and /or visit the project webpage at http : /www.cottage- cirove.org /pm2013 and follow the links listed to sign up for a communication method of your choice. If you have any questions or concerns please call the project hotline (651) 300 -9250 and leave a message including your name, address, phone number, and question or concern. 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Moisture Content and Percent Passing #200 Sieve PROJECT NO.: 13.60209.200 PROJECT NAME: Cottage Grove Streets 2013 DATE: 8/13/2013 REPORT TO: Bolton & Menk 2035 County Rd D East, Suite B Maplewood, MN 55109 DATE TESTED: 7/31/2013 Sample # 1 2 3 4 5 6 Pan ID: Wet Weight: 634.7 673.11 577.52 641.33 845.48 487.07 Dry Weight: 613.4 637.37 543.4 601.43 799.8 463.11 Loss: 21.3 35.74 34.12 39.9 45.68 23.96 Moisture Content ( %): 3.5 5.6 6.3 6.6 5.7 5.2 Dry Weight After Wash: Loss: Passing #200 ( %): TESTED BY: BW / PS REVIEWED BY: Kyler Bender, P. E. INC. REPORT OF: MECHANICAL ANALYSIS PROJECT: Cottage Grove 2013 Streets Cottage Grove, MN DATE: 8/7/2013 PROJECT #: 13.60209.200 REPORTED TO: Bolton & Menk 2035 County Rd D East, Suite B Maplewood, MN 55109 COPIES TO: SAMPLE TYPE: Recycled Class 5 LOCATION SAMPLED: 60' from East side parking lot at Kingston Park MECHANICAL ANALYSIS: SAMPLE NUMBER: 5 SPECIFICATIONS SAMPLE SIZE (Ibs): 27.9 3138 PASSING SIEVE PERCENT SPECIFICATION 100 100 95 -100 96 90 -100 92 86 80 50 -90 64 35 -80 55 52 20 -65 45 33 25 10 -35 19 12 9.3 3 -10 REMARKS: BY: Kyler Bender, P.E. Northern Technologies Inc. MOISTURE— DENSITY RELATIONSHIP 1408 Northland Drive, Suite 107 Mendota Heights, MN 55120 Telephone: 651 - 389 -4191 PROJECT NAME Cottage Grove 2013 Pavement Management_ REPORT TO Bo lton and Men PROJECT NUMBER 13.60209.200 PROJECT LOCATION Cotta Grove, MN COPIES TO IK�mmommmawkvil 130 a W 125 W 120 WI 115 0 a 110 U Lu O �— K � Z w 105 _o c� W � z o z w 05 100 95 n 0 N m_ 0 85 a N O N G 80 DiI 75j z 0 Sample # P -1 Date Sampled _6/20/2013_ Test Method _ASTM D698 Metho _A_ Location Jocely Avenue- north en Soil Type TEST RESULTS Maximum Dry Density 120.2 PCF Optimum Water Content 10.3 % ATTERBERG LIMITS LL_ PL P I 5 10 15 20 25 30 35 40 WATER CONTENT. Saturation @ Gs: 280 2 70 45 2.60 SIGNATURE 0 Y ^, i O U O C co x 0 N Y O M Z a ~ Id a U) M M C)---- co o OD N N N 0 0 0 0 0 6 M m L o M�:C7� M M 0 N Z d r N W 0 U m 0 0 N U U O • vi co vi ui co co co co m m co m � U c N N N v2 v2 u D 0 0 0 0 0 N O N ) > 0 CD 0 0 U) F 6 n ca x_ cG _x 00 N L (15 Q — 1n Q N F O O Z Z + + N N N C• C• U C y O LO N d N O U O co N d A O Lf) co 'r M m N � N O N L n m � C N N N 117 1n to C_ N ID a O � 0 m m C 0 m C o — « ~ m U m m m C — a o N m ¢ CnZUW�U C C• J r o J O C A O Q 0 E N N N OD O N U 0 N 0 a) U 0 C)---- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • vi co vi ui co co co co m m co m c N co co N N v2 v2 u 0 0 0 0 0 0 0 0 0 0 0 0 T M r u7 u7 1n + + + N N N N d N cn n M m O O L n m N N N 117 1n to ID a n i O] m m m CnZUW�U r r d O N N F E E U N N 0 O m M 10 0 � U Z . m p C_ U Y C N 4 N � m L o m ¢ D y O d O o Q O C m O O ri a`r N D N N � o m O D m m N d v � m o o � D d O U O m E O m Q N N O Y J N E m 0 O m m N C O O O O) N 0 0 0 8 L m O 0 a a m 0 0 0 a Q E J Q U f/1 m a E 0 z E 0 V c m 2 N 0) It 1 1 cn n M m O O N Pz O O) i r r W N N N OD O N r + l0 (O 0I N fh O+ m m m m z z z m m J J J J z z r r d d d d w w T T T T L L m v v v n n N N N N N C t��l M M N M C) C N 4 N � m L o m ¢ D y O d O o Q O C m O O ri a`r N D N N � o m O D m m N d v � m o o � D d O U O m E O m Q N N O Y J N E m 0 O m m N C O O O O) N 0 0 0 8 L m O 0 a a m 0 0 0 a Q E J Q U f/1 m a E 0 z E 0 V c m 2 N 0) It u� m 4) C N m N T Y } �- 00 M c- O LO o Z N M M co N w m m m m m m r � ar p `n w LO LO LO to _LO _LO m Q N N N N N N C U) CD U M�'t ( N N E Y M M M Cl) V M ( D N N N N N N D 7 0] m O N� M O (D Q w W N M N N N N 0 0 0 0 0 0 0 o m Q ' + N M LO V' O J O M 00 I _n (/� M r OM ti ti M 00 (D 00 CD r— r— O '^ V �1 N V � O O N L O 't CO } r- oI-�(0 z�N °� ° oM W as co N r 41 p < (D r O r- U w T 0 O 4 O r- � - a O r r- N 00 d' 00 ao 00 T ® O O a) O M M O co p p M O co (D B O O O ® m of O N E r- O 0-) M CO co M Z � Q I- CO(D t` r M o 00 d r (n LLj U) w w ,o d U y N K Y O . �- . (D ((. CD CD L 2 2 U O a ®® " O N N co M M M U ~ O O O O 0 N N co M M M u� m 4) C N m N T Y •' no • BITUMINOUS MIX RESULTS PROJECT: Cottage Grove Streets DATE: 10/16/2013 PROJECT #: 13.60209.200 REPORT TO: Bolton & Menk COPIES TO: MIX INFORMATION Mix Type: Plant Name: Location Paved: Date Paved: Date sampled: Misc info: SPNWB330 Hardrives Cottage Grove 8/30/2013 8/30/2013 MNDOT MDR: Plant Location: Street Sampled: Station Sampled: Sampled by: Misc info: # 2011 -026 Lakeland Jeffrev Avenue (Contractor I SUPERPAVE AIR VOID Varifirr!mtinn Varifir!a*inn Max. Gravity: Bulk Gravity: % Air Void: AFT: M n r)r)T Test # 339 Test # 339 Specification 2.515 2.519 100 -100 3% oversize allowed in RAP mixes 2.446 2.432 85 -100 2.7 3.5 1.0- 5.0(iso.& ind); 2.0- 4.0(moving avg) 8.9 8 17.5 iso. &ind); 8.0 (moving av ) Comments: Passed and within tolerance EXTRACTION GRADATION Sieve Size 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200 AC Extraction Crush FAA Varifira +inn Varifiratinn Test # 339 Test # 339 Specification 100 100 100 -100 3% oversize allowed in RAP mixes 93 90 85 -100 84 78 35 -90 65 60 30 -80 51 47 25 -65 41 38 27 27 12 12 6 7 3.6 4.6 2.0 -7.0 5.1 4.8 4.3 min. 96 98 55 min. 42 41 40 min. MnnOT .IMF Comments: Passed and within tolerance REMARKS: �� ✓ i BY. Kyler Bender, P.E. Prepared for NTI by SPC Engineering and Testing, Inc. Please be advised that the above test results are a random sample of field conditions. They may or may not be representative of the entire area. No warranty of the site is made or implied. NORTHERN TECHNOLOGIES, INC. COMPRESSION TESTS OF CONCRETE CYLINDERS PROJECT: Cottage Grove 2013 Pavement DATE: 7/8/2013 N.P. Management Project N.P. FINE AGGREGATE (lbs): N.P. REPORT TO: Bolten & Menk COPIES TO: WATER (gal): N.P. N.T. - Not Tested Attn: Jeff T N.P. N.P. - Not Provided DATE OF TEST: 2035 County Road D East, Suite B 7/3/2013 7/3/2013 7/3/2013 Maplewood, MN 55109 M1536 A M1536 B M1536 C PROJECT #: 13.60209.200 METHOD OF CURING: Days on Job & Enroute: PROJECT FIELD DATA: 1 1 SPECIFICATIONS TIME OF PLASTIC TEST: 2:00 PM CONCRETE TEMP: 70 50-90 WEATHER CONDITIONS: Good SLUMP (inches): 1.75 1-3 AIR TEMPERATURE: 62 AIR CONTENT ( %): 4.4/5.1* 5-8 SKY CONDITIONS: Overcast UNIT WEIGHT (pcf) N.T. N.S. WIND: DIRECTION: West 4 4 CROSS SECTION AREA: VELOCITY (mph): 4 LOCATION OF PLACEMENT: Catch basin patches along Janero both sides SPECIFIED STRENGTH @ 28 DAYS: 3900 MIX PROPORTIONS: 3A32 CEMENT (lbs). N.P. FLY ASH (lbs): N.P. FINE AGGREGATE (lbs): N.P. COARSE AGGREGATE (lbs): N.P. N.S. - Not Specified WATER (gal): N.P. N.T. - Not Tested ADMIXTURE: N.P. N.P. - Not Provided CONCRETE FURNISHED BY: AVR COMPRESSIVE STRENGTH: SET NUMBER: 8 DATE CAST: 6/5/2013 DATE RECEIVED: 6/6/2013 DATE OF TEST: 6/12/2013 7/3/2013 7/3/2013 7/3/2013 LABORATORY #: M1536 A M1536 B M1536 C M1536 D METHOD OF CURING: Days on Job & Enroute: 1 1 1 1 Days Lab Cured -ASTM C192: 6 27 27 27 AGE AT TEST (days): 7 28 28 28 LOAD AT FAILURE (lbs): 61,210 79,710 82,000 68,810 DIAMETER OF CYLD.: 4 4 4 4 CROSS SECTION AREA: STRENGTH (psi): 4,870 6,350 6,530 5,480 Type of Fracture: D C B B REMARKS: Field data prepared by: NTI *13 Gallons of water added *12 oz of air added BY: Kyler Bender, P.E. A = Cone, B = Cone and Split, C =Cone and Shear, D = Shear, E = Columnar Concrete Sampling: Concrete sampling, if by NTI, was performed in general accordance with ASTM C -172, with exception that the concrete materials from the delivery vehicle may have been obtained from the initial portion of the load after discharge of a minimum of 1 cubic yard of concrete. Concrete Cylinders: Concrete cylinder(s) were cast and cured under laboratory conditions in general accordance with ASTM C -31. Concrete Specimen Compressive Strength Test: Compressive strength testing of cylinders was performed in general accordance with ASTM C -39. Tested in general accordance with ASTM C1064, C143, C138, C231 _J V/ U- 0 / r� V/ L W L 1 LL 1° V/ Z W 0 V 0 J N O o N o U l0 a E c U C O U Q Q Q � N U E N o J j v E N c N O O U C T U � Q X C N O I- w U F L w � d. 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IL X is �'n C O N N 2 N O (S e a E to m - E E E o P g 2 E $ n n a E d c) O co O cn O co rn d g o d E m c ❑ ❑ ❑ O U E I 0 N N N E u N N N - N M V u1 c0 d o W m. 7 a 0 c a N N V a O j 7+ N r N � N r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :aaan.daa.n.ddd C E N 0) m m C N E N co CL M U r N O N 0 ID D O Y p C O U) N U O od m to y F L) Co G7 C1 v � 1 C a a` Q o a Q co O r a� w 0 0 v Ix N C d O O U C c:' N Cl) V 7 O (V cU o ` 22 a a a a 0 CD d W w In y 7 J d (n N L d v E d Ul N C C C N N N Q Q Q T T T O O O Y Y Y U U U (Q (0 l0 N N � N N C O_ d N L E 07 E W N O U O U O O O J N V) W O N C J C J E M N (n 2 (n = U = H _ C') co r) d m J J J 7 � 7 H N N N US N d H NORTHERN TECHNOLOGIES, INC. IWIo 1 �IZI 1 0 ' ) - J '7 -) Project No.: �J ! �` Date: L l ,j Project: Location: CZA 6r y - , H N r� Client: �j ✓'yl?� �r� 0 pq e,l, K WEATHER SITE ACTIVITY Temperature High: Contractors Working: rt` Low: Current: i Wind Direction: F MPH: rj Sky Clear ❑ Cloudy Overcast ❑ Fog ❑ Precipitation Last 24 Hrs: Current: Rain Rain ❑ Sleet Cl Sleet ❑ Snow ❑ Snow ❑ Crews/Egttipment: '"` -4y*6 K'A' -l 44 _;� p C. 'Yib „vim f'AI x ,tea c services provlueu unaer nits ucta visit mctuae: ❑ Excavation Observation ❑ Sninv"ne of Soil F C Den sity Tests Structural Steel Inspection Rebar Observation Other services JU Cast Concrete Cylinders Z C.1 Plasticity Tests ❑ Masonry Observation ❑ Cast Mortar Samples ❑ Casa Grout Samples test data, are may B� Prepared By: ��/ 1 an..� btyv'�S�Y I "t On -Site Review Signed: Print Name: ! y Position: Comp any: ' 04C Time Arrived on Site: ' i -) Page_A_of NT evi Reviewed By: Distribution D te: Note: The responsibilities and authority of NTi and NTI's Field Personnel include neither the responsibilities nor the authority of the "Competent Person" for the Project Site as defined by OSHA Regulations: 29 CFR 1926, Subpart P. estimated pending final laboratory results and engineer review. Observations /Rem arks: