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Imp. Proj. #498 -1XX� STEVEN A. SONDRALL MICHAEL R. LAFLEIJR MARTIN P. MALECHA WILLIAM C. STRAIT* LEGAL ASSISTANT SHARON D. DERBY *APPROVED ADR NEUTRAL CORRICK & SONDRALL, P.A. ATTORNEYS AT LAW Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 Kirk McDonald City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Petition For Referendum Northwood Park Project Our File: 99.10000 This letter is in response to your question regarding the petition submitted by interested property owner's in proximity to Northwood Park concerning going forward with the Park Improvement Project. Apparently, there is opposition to the project and the Petition requests that the project be submitted to a vote by the general electorate. You then ask the question whether such a petition has any legal effect? The answer to the question is no. The petition has no legal effect. Basically, New Hope is a Plan B statutory city incorporated under Minn. Stat, Chap. 412. There is no provision for general initiative or referendum authority given to a statutory city under Chap. 412, As a result, even if this was a proper question which could be submitted to a vote of the people, there is no general authority to do so pursuant to Chap. 412. General initiative and referendum authority is provided to charter cities under Minn. Stat._ Chap. 410. However, the Minnesota Supreme Court has held in the case of Oakman v. City of Eve leth 203 NW 514 (Minn. 1925) that the power of the referendum is limited to legislative action. It cannot be invoked to delay or annul executive conduct which would destroy the efficiency necessary to the successful administration of the business affairs of a city such as entering into contracts. In the more recent case of Hanson v. City of Granite Falls 529 NW2d 485 (Minn.App. 1995), the Minnesota Court Of Appeals relying on the Oakman case held Granite Falls' plan to lay out a municipal airport resulting in the Kirk McDonald June 23, 1997 Page 2. If you have any other questions or comments regarding this matter please don't hesitate to call me. Very truly yours, Steven A. Sondrall New Hope City Attorney TO: City Councilmembers FROM: Kirk McDonald, Management Assistant /Community Development Coordinator DATE: June 20, 1997 SUBJECT: Petition for Northwood Park Project Enclosed is a petition received from Northwood Park residents received at 1:30 p.m. on Friday, June 20. They insisted that the City sign a receipt acknowledging receipt of the petition. The Council should formally accept the petition at the Council meeting. cc: Dan Donahue, City Manager Steve Sondrall, City Attorney Mark Hanson, City Engineer 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 City Hall: 612 - 531 -5100 Police: 612 - 531 -5170 Public Works: 612 - 533 -4823 TDD: 612- 531 -5109 City Hall Fax: 612 - 531 -5136 Police Fax: 612 -531 -5174 Public Works Fax: 612 - 533 -7650 Fire Dep't. Fax: 612- 531 -5175 We, the City of New Hope, received a signed petition opposing the Northwood Park Project No. 498. Dated:June 20, 1997 Kirk McDonald, Management Assistant/Community Development Coordinator Family Styled City For Family living We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4" and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. We, all registered voters residing in the City of New Hope, oppose Northwood Park Project NoAftand hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. IM Address Al We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No-4%and hereby petition the City Council of the City of New Hope to place the issue Of moving forward on this project on a ballot for referendum vote. IWII We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4% and hereby petition the City Council Of of the City of New Hope to place the issue - - W project on a ballot for referendum vote. moving forward on this We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4% and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Date Name Address We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4% and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. ME 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 7 lmo 4VA ft-CA uit/ 111W v I Ct Cr' Z" 44, TS`V2 > 9. Ile- 10 11. 9-V7 12. A 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.489 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Date Name Address We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.489 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. ME 1. 7 2. 3 3. r 3 - 7 4. - 5. 6. 7 7. -�7 8 . 9. LI — � 12. '4INN7 13. 1 cflf " 14. ut 1 1' 15. 1 6 )- 17. 1 8. 2 0. 25. (, - /1 r� r3ol -2P t-� /IL"Ite ^ , ` � -3 � e-1 C-) � � q 0 -W We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.489 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.489 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referenduin vote. Name Address c7 I �z -e, ( Ala s lu k)(-s kuo E , r 40 A/ -500 A A C S. , A), We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4910 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Address We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4 . and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Date 15. 16. 1.7. 18. 19. 20. 21. 22. 23. 24. 25. e( 4 � 2. d� 3. - 7 5. (� 6. 7. — J 15. 16. 1.7. 18. 19. 20. 21. 22. 23. 24. 25. e( 4 � We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No. 4% and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. 01 V We,, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4% and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Date Address ?74 /IJ hce-ZI W IJ 3�3 3 � 4,0 P 6 XV6 4;Lq s'61 f J -3 3YO) fV' �e n � o r r V\ We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.490 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. IWII I- Co-t(6-97 2. 17 - qI 3. 4. 5. 6. 7. 8. ( 1 -q 9. 0- lS-9 10. 12. q7 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Name Address M - B(jp, 4 4+- egIG A/or+koaa-4 FeQy Lid R600 070. AKVI We, all registered voters residing in the City of New Hope, oppose Northwood Park ProjOct No.4% and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. Date Name Address 2. 3- 4//3/97 4. 3 -77 a)zn 6. 7. 8. ............. Mam 12. C 13. 4 97 14- _6( 15. 16. _t8 20. J , CUI 21. 01 q 23 1 24 25 ° We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.419 and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. 6. 7. 9. 1o. 16. 17. 18. 19. 20. Address � R 3 � -' No ... ...... .. .. S,2 CiW'\ � a I � 4 " - v') I .,,A- We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4 1 RO and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot for referendum vote. We, all registered voters residing in the City of New Hope, oppose Northwood Park Project No.4" and hereby petition the City Council of the City of New Hope to place the issue of moving forward on this project on a ballot, for referendum vote. Date 1. & 2. 3. 4. Name rj- e 7 Address 4 ,30 ve 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. It We, all registered voters residing in the City of New Dope, hereby petition the City Council of the City of New Hope to place Northwood Park Improvement Project #498 on a referendum ballot to be put before the citizens of New Hope. NORTHWOOD PARK IMPROVEMENTS NEW HOPE, MINNESOTA AET JOB NO: 96 -1356 . 11 . CITY OF NEW HOPE C/O BONESTROO ROSENE ANDERLIK & ASSOCIATES 2335 WEST HIGHWAY 36 ST PAUL MINNESOTA 55113 ATTN: PAUL SOBANIA DATE: JUNE 19, 1996 This report presents the results of the soil borings conducted for the Northwood Park Improvement project in New Hope. Our original scope of work for the project is described in our March 15, 1996 proposal letter to you, which was authorized by Mr. Mark Hanson on March 25. Since the original proposal, you verbally authorized an expanded field exploration program. This particular report only presents the data results of the fieldwork and laboratory testing portions of our total scope. At this time, the project has been delayed, and final plans are not yet established. Therefore, engineering analysis and recommendations will not be presented at this time. Such analysis can be presented in future reports as the project further develops. The scope of work presented in this report includes the following: • Six standard penetration test borings extending to depths ranging from 21' to 76'. • Soil laboratory testing (water content only). "AN AFFIRMATIVE ACTION EMPLOYER" 2102 University Ave. W - St. Paul, MN 55114 - 612-659-9001 - Fax 512 ®553 -1379 Duluth - Mankato . Rochester -Wausau AET #96 -1356 - Page 2 The six soil borings were drilled at the project site on March 29 and April 1, 1996. The borings were drilled at the locations shown on Figures 1 and 2. Surface elevations on the logs were referenced to the top nut of the fire hydrant at the general location shown on Figure 1 (benchmark taken to be elevation 892.6). The soil borings were primarily drilled with 3.25" hollow stem augers. The exceptions are at deeper Borings #1 and #5. The lower portion of these borings were advanced with rotary drilling using drilling mud. Details appear on the individual boring logs. Refer to the attached sheet "Exploration/Classification Methods" for information describing sampling, soil classification, water level measurements and sample storage. l / ! Logs of the soil borings are attached. The logs contain information concerning soil layering, soil classification, geologic description and moisture. Relative density or consistency is also noted, which is based on the standard penetration resistance (N- value). The boring logs only indicate the subsurface conditions at the sampled locations and variations often occur between and beyond borings. The site is underlain by glacial till deposits classified as clayey sands and sandy lean clays. Some sand, silt and clay alluvium (water deposited soil) is present at depth. Swamp deposited soils and thin alluvial layers are also sometimes present above the till. The swamp deposits appear at Borings #1, 2, and 5. The bottom of the swamp is deepest at Borings #1 and 5, at depths of 22' and 24 1 /2' beneath the surface, respectively. The natural soils are overlain by 3' to 12' of fill, which is a mixture of varying soil types, including some organic soils. AET #96 -1356 - Page 3 Water Level Measurements Water levels were recorded at three of the six test locations at elevations ranging from about 879' to 884'/2' . No water was measured at the three remaining locations; although the profile is moderate to slow draining, and extended water level monitoring would have been required for a water level to develop and stabilize within the borehole. Also, where water levels were measured, it is possible that they had not fully stabilized (most likely the case at Boring #5). The water level recorded at Boring #2 (elevation 884.4) is similar to the water level of the open water area to the west, and likely provides a reasonable indication of the water table at that time and location. We suspect water levels at boring locations to the east would generally correspond to the nearby creek level. Ground water levels usually fluctuate. Fluctuations occur due to varying seasonal and yearly rainfall and snow melt, as well as other factors. Three soil samples from Boring #2 were tested for water content. The results are shown on the boring log, opposite the samples tested (in WC column). The data derived through this sampling and observation program have been used to develop our opinions about the subsurface conditions at your site. However, because no exploration program can reveal totally what is in the subsurface, conditions between borings and between samples and at other times, may differ from conditions described in this report. The exploration we conducted identified subsurface conditions only at those points where we took samples or observed ground water conditions. Depending on the sampling methods and sampling frequency, every soil layer may not be observed, and some materials or layers which are present in the ground may not be noted on the boring logs. If conditions encountered during construction differ from those indicated by our borings, it may be necessary to alter our conclusions and recommendations, or to modify construction procedures, and the cost of construction may be affected. AET #96 -1356 - Page 4 The extent and detail of information about the subsurface condition is directly related to the scope of the exploration. It should be understood, therefore, that information can be obtained by means of additional exploration. To protect you, AET, and the public, we authorize use of opinions and recommendations in this report only by you and your project team for this specific project. Contact us if other uses are intended. Even though this report is not intended to provide sufficient information to accurately determine quantities and locations of particular materials, we recommend that your potential contractors be advised of the report availability. If you have any questions regarding the work reported herein, or if we can be of further service to you, please do not hesitate to contact me at 659 -1305. Report Prepared by: *j . Voyen, PE Vice President, Geotechnical Division MN Reg #15928 Attachments: Figure 1 - Boring Locations #1-4 (West Portion) Figure 2 - Boring Locations #5 -6 (East Portion) Logs of Test Borings Exploration/Classification Methods Boring Log Notes Classification of Soils for Engineering Purposes General Terminology Notes 6 ' AJ it I V� ' ------ li lj 18-118-21-34-0082 Nort Cul-de-sac ,_,---Benchmark- Top nut of hydrant, Elev. 892.6' -: zp tI I� VIC Al e-a1v4'- .7 Z7 PROJECT NORTHWOOD PARK IMPROVEMENTS AET JOB NO. AMERICAN New Hope, Minnesota 96-1356 ENGINEERING TE STING, INC. I SUBJECT Figure 1 DATE Boring Locations #14 (West Portion) 6-17-96 SCALE DRAWN BY CHECKED BY PAGE n/a JKV 1 of 2 3-21-43-0001 — — — — --"o 3 3 4 rx -kz! 99L PROJECT NORTHWOOD PARK IMPROVEMENTS AET JOB NO. AMERICAN New Hope, Minnesota 96-1356 ENGINEERING SUBJECT Figure 2 DATE TESTING, INC. Boring Locations #5-6 (East Portion) 6-17-96 SCALE DRAWN BY CHECKED BY PAGE n/a I JKV I - 1 2 of 2 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96 -1356 LOG OF BORING NO. 1 (p. 1 of 4) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW ROPE, MN DEPPITH FEET SURFACE ELEVATION: 887.5 MATERIAL DESCRIPTION GEOLOGY N MC SAMPLE TYPE REC. IN' FIELD & LABORATORY TEST WC DEN LL PL % -200 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 Fill, mixture of clayey sand and silty sand, a little gravel and organic material, dark brown and brown FILL 3 5 4 3 3 2 2 1 WH M M M M M M M M M SS SS SS SS SS SS SS SS SS 18 18 18 18 18 18 18 18 18 Fill, mostly sandy lean clay with a little gravel, brown, black and gray Fill, mostly sandy lean clay, a little silty sand, gray, a little black Organic clay, black, soft, a few laminations of brown sand (OH) m SWAMP DEPOSIT OR FINE �a Sapric peat, dark brown and black (PT) =- a SWAMP DEPOSIT M =_ =�3 -_ aim Organic clay, a few shells, dark brown to brownish gray, very soft (OH /PT) zam DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED 0 -24.5 3.25 " HSA DATE TIME S AMPLE D DEPTH DEPTH FLUID LEVEL LEVEL 24.5 -74.5' RD w /DM 3/29/96 12:15 26.0 24.5 26.0 NONE SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 3/29/96 TERMINOLOGY ON THIS LOG CC: SS CA: DA Rig: 33 4/90 AMERICAN ENGINEERING TESTING, INC. 6 0j 1 NWO Z-4 AET JOB NO: 96-1356 LOG OF BORING NO. I (p. 2 of 4) PROJECT: — STORM/PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN EPTH GEOLOGY N MC REC. FIELD & LABORATORY TEST S WC DEN LL PL %-200 IN F EET MATERIAL DESCRIPTION TYPE IN SAMPLE . 2 M SS 18 23 - Sandy lean clay with a little gravel, gray, soft (CL) 24 - WEATHER ID 25 - TILL 5 M SS 18 26 - Clayey sand with a little gravel, light gray, medium (SC) 27 - 28 29 - 30 - 7 M SS 18 31 - 32 33 Clayey sand with a little gravel, gray, medium TILL to very stiff, lenses of waterbearing sand 34 — below about 34' (SC) 35 17 NW4 SS 18 36 - 37 38 39 - 40 10 M4,W1 SS 18 41 - 42 Clayey sand with gravel, gray, stiff, a few lenses of waterbearing sand with gravel 43 — above about 44' (SC/CL) 44 45 14 M SS 18 46 - 47 4/90 AMERICAN ENGINEERING TESTING, INC. 11 AET JOB NO: 96-1356 LOG OF BORING NO. 1 (p. 3 of 4) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK, NEW HOPE, MN D DEPTH IN GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST WC DEN LL PL 1%-200 FEET MATERIAL DESCRIPTION TYPE IN. 49 Clayey sand with gravel, gray, very stiff 50 (SC /CL) 21 M SS 18 51 52 Clayey sand with a little gravel, brown, very 53 stiff (SC) 54 55 TILL 40 M SS 18 56 Clayey sand with a little gravel, hard (SC /SM) 57 58 59 60 38 M SS 18 61 Clayey sand with a little gravel, grayish brown, hard (SC) 62 63 64 65 32 W SS 18 66 67 68 COARSE Sand with silt and a little gravel, fine to =: ALLUVIU 69 medium grained, brown, waterbearing, dense (SP -SM) 70 44 W SS 18 71 72 73 4/90 mow AMERICAN Wi tu ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96-1356 LOG OF BORING NO. 1 (p. 4 of 4) PROJECT: STORM/PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH IN FEET MATERIAL DESCRIPTION GEOLOGY N MC SAMPLE TYPE REC. IN. FIELD & LABORATORY TESTS WC DEN LL PL %-200 75 Sand with silt and a little gravel, fine to medium grained, brown, waterbearing, dense (SP-SM) COARSE ALLUVIUM 32 W SS 12 76 END OF BORING 4190 AMERICAN ' ENGINEERING TESTING, INC. 111- AET JOB NO: 96 -1356 LOG OF BORING NO. 2 (p. I. Of 2) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPNTH FEET SURFACE ELEVATION: 887 MATERIAL DESCRIPTION GEOLOGY N MC SAMPLE TYPE REC. IN ' FIELD & LABORATORY TEST WC DEN LL PL % -200 6" Bituminous pavement 1 F F DS DS 6" Base, mostly dark brown silty sand and gravel, frozen Fill, mostly silty sand with gravel, brown, 2 3 frozen to 4' F SS 18 4 Fill, mixture of sandy lean clay and silty sand, s 1a /W SS 18 6 a little gravel, gray and brown FILL 7 s 8 W SS 18 9 Fill, mostly silty sand with a little gravel, gray 10 5 W SS 18 11 12 _ 13 Organic clay with shells, gray and dark gray mottled, soft (OH /PT) SWAMP 2 W SS 18 118 $ -_ 14 DEPOSIT 15 FINE 1 /W SS 18 42 Silty clay with traces of organic material, light ALLUVIU 16 gray, very soft (CL -ML) 17 18 Clayey sand with a little gravel, light gray, very soft (SC) WEATHERI TILL OR D 1 W SS 18 16 MIXED 19 ALLUVIU 20 D 5 M SS 18 Clayey sand with a little gravel, light gray, medium (SC) WEATHER TILL 21 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 0 -24.5' 3.25" HSA DATE TIME I SAMPLED DEPTH CASING DEPTH CAVE -IN DEPTH DRILLING FLUID LEVEL WATER LEVEL THE ATTACHED SHEETS FOR AN 3/29/96 10:10 8.5 7.0 8.1 8.0 3/29/96 10:50 26.0 24.5 26.0 NONE EXPLANATION OF BORING COMPLETED: 3/29/96 3/29/96 11:00 26.0 0 3.7 3.S TERMINOLOGY ON THIS LOG CC: LB CA: GH Rig: 27R 4/90 AMERICAN ENGINEERING TESTING, INC. AET JOB NO: 96-1356 LOG OF BORING NO. 2 (p. 2 of 2) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST WC DEN LL PL % -200 FEET MATERIAL DESCRIPTION TYPE ' 5 /W SS 18 23 24 Clayey sand with a little gravel, gray, medium, a few laminations of waterbearing TILL 25 sand above about 24' (SC) 8 M 5S 18 26 END OF BORING 4/90 AMERICAN 1 ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96 -1356 LOG OF BORING NO. 3 (p. 1 of 1) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH SURFACE ELEVATION: 886.4 GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TESTSI WC DEN LL PL % -200 FEET MATERIAL DESCRIPTION TYPE IN. F DS i Fill, mixture of silty sand and clayey sand, a 2 little gravel, brown and dark brown, a little black, frozen to 2.5' 3 M SS 12 3 4 FILL 5 Fill, mixture of silty sand and peat, black and 1 M SS 18 brown 6 7 ' Silty sand, fine grained, brown, wet, loose, a COARSE g few lenses of lean clay (SM) ALLUVIUM 2 M SS 18 q Sandy lean clay with a little gravel, light gray, Ox WEATHER ID soft (CL) TILL 10 6 W SS 18 Clayey sand with a little gravel, grayish 11 brown, medium, a few laminations of waterbearing sand (SC) 12 8 M SS 18 13 14 15 TILL 7 M SS 18 16 Clayey sand with a little gravel, gray, medium to stiff (SC /CL) 17 8 M SS 18 18 19 20 10 M SS 18 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 0 -19.5 3.25 11 HSA DATE TIME SAMPLED DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 3/29/96 11:15 21.5 19.5 21.5 NONE 3/29/96 11:32 21.5 8.1 NONE BORING COMPLETED: 3/29/96 CC: LB CA: GH Rig: 27R I I I THIS LOG 4/90 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96-1356 LOG OF BORING NO. 4 (p. 1 of 1) PROJECT: STORM/PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH SURFACE ELEVATION: 889.2 GEOLOGY N SAM PLE REC FIELD & LABORATORY TESTJ . WC DEN LL PL %-200 IN FEET MATERIAL DESCRIPTION MC TYPE IN. F DS Fill, mostly clayey sand with a little gravel, dark brown and brown, frozen FILL 2 - F SS 16 3 Sandy lean clay with a little gravel, brown, WEATHER ID 4- frozen to 4' (CL) TILL 5 10 M SS 20 6- Clayey sand with a little gravel, brown mottled, stiff (SC/CL) 7 15 M SS 18 8 9 - 10 TILL 8 M SS 20 12 7 M SS 20 13 Clayey sand with a little gravel, gray, medium to stiff (SC/CL) 14 - 15 8 M SS 20 16 - 17 - 13 M SS 18 18 - FINE 19 Lean clay, reddish brown, stiff to very stiff ALLUVIUM (CL) 20 - 16 M Ss 18 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED 0-19.5' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 3/29/96 1:00 21.0 19.5 21.0 NONE SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG I 3/29/96 1:10 21.0 0 7.5 NONE BORING COMPLETED: 3/29/96 cc: LB CA: GH Rig: 27R I I I I I 4/90 AMERICAN f ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96-1355 LOG OF BORING NO. 5 ( 1 of 3) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH FEET SURFACE ELEVATION: 885 MATERIAL DESCRIPTION GEOLOGY N MC SAMPLE TYPE REC. IN. FIELD & LABORATORY TEST WC DEN LL PL '% -200 F DS 1 2 Fill, mixture of clayey sand and silty sand, a little gravel, brown, dark brown and grayish FILL 3 brown, frozen to 2' 7 M SS 16 4 5 Lean clay, gray, soft (CL /OL) FINE ALLUVIUM 2 M SS 20 5 Sapric peat, dark brown (PT) SWAMP DEPOSIT 7 8 WH W SS 18 -- ss = 9 FINE ALLUVIU Organic clay, black, very soft (OH) _ OR _ 10 SWAMP WH W SS 20 M& DEPOSIT 11 - 12 - - 13 Organic clay, black, very soft (OH /PT) 1 M SS 20 14 15 Hemic peat, brown and dark brown (PT) WH M SS 20 16 17 18 a� SWAMP DEPOSIT WH M SS 20 Organic clay, dark brownish gray to 19 brownish gray, very soft (OH /PT) - 20 WH M SS 20 21 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF 0 -29.5 3.25 HSA DATE TIME S AMPLE D CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 29.5 -59.5' RD w/DM 3/29/96 1:45 9.0 7.0 9.0 7,0 COMPLETED: 3/29/96 COMP TERMINOLOGY ON CC: LB CA: GH Rig: 2 7R THIS LOG 4/90 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 96 -1356 LOG OF BORING NO. 5 (p. 2 of 3) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN FEET M C MATERIAL DESCRIPTION GEOLOGY N SAMPLE TYPE REC. IN. FIELD & LABORATORY TEST WC DEN LL PL % -200 Organic clay, dark brownish gray to SWAMP 23 brownish gray, very soft (OH /PT) DEPOSIT WH M SS 20 24 Hemic peat, dark brown and black (PT) z 3- 25 26 D 1 M SS 20 Clayey sand with a little gravel, trace of organic material, gray, very soft (SC) WEATHER TILL OR MIXED ALLUVIU 27 28 29 Sandy lean clay with a little gravel, gray, medium (CL /SC) 30 6 M SS 18 31 32 TILL 33 34 Silty sand with a little gravel, grayish brown, 35 medium dense (SM /SC) 18 M 5S 18 36 37 38 39 ao Sandy silt, brown, very dense (ML) FINE 5310.5 M SS 6 ALLUVIU 41 42 43 44 Sand with silt and a little gravel, medium to 45 fine grained, brown, waterbearing, medium dense (SP -SM) :: = ': COARSE ALLUVIU 19 W SS 18 46 47 4/90 AMERICAN ,I ENGINEERING TESTING, INC. ;�• AET JOB NO: 96 -1356 LOG OF BORING NO. 5 (p. 3 of 3) PROJECT: STORM /PED. BRIDGE IMPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST WC DEN LL PL % -200 IN FEET MATERIAL DESCRIPTION TYPE IN. 49 so 35 W SS 18 Gravelly sand with silt, medium grained, 51 brown, waterbearing, dense (SP -SM) 52 53 54 :` ; COARSE :. ALLUVIU 55 Sand with silt, apparent cobbles, fine 32 W SS 4 56 grained, brown, waterbearing, dense (SP -SM) 57 58 Sand with gravel, apparent cobbles, brown, 59 waterbearing, medium dense (SP) 60 30 W SS 6 61 END OF BORING 4/90 AMERICAN ENGINEERING TESTING, INC. ;•' • AET JOB NO: 96 -1356 LOG OF BORING NO. gip. 1 of 1) PROJECT: STORM /PED. BRIDGE EVIPROVEMENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH SURFACE ELEVATION: 887.0 GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST WC DEN LL PL % -200 FEET MATERIAL DESCRIPTION TYPE IN. F DS 1 2 Fill, mixture of lean clay and sandy lean clay, a little gravel, brown and dark brown, frozen to 3' F/M SS 20 3 4 FILL 5 3 SS 16 14 6 Fill, mixture of sandy lean clay and clayey sand, a little gravel, brown and gray, a little 7 black WH W SS 18 8 9 10 Clayey sand with a little gravel, brown and WEATHERI D 5 W SS 14 gray mottled, medium, a few lenses of TILL OR 11 waterbearing sand (SC) (may be fill) FILL 12 5 M SS 20 13 14 Sandy lean clay with a little gravel, brown to brownish gray, medium (CL /SC) 15 6 M SS 20 16 TILL 17 18 19 Clayey sand with a little gravel, brown, stiff (SC) 20 15 M SS 20 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED 0 -19.5' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE -IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 4/1/96 12:30 9.0 7.0 8.0 5,5 SHEETS FOR AN EXPLANATION OF 4/1/96 1:00 21.5 19.5 20.0 NONE BORING COMPLETED: 4/1/96 4!1/96 1:30 21.5 0 5.0 TERMINOLOGY ON CC: LB CA: GH Rig: 27R i I I I THIS LOG 4/90 EXPLORATIONICLASST.FICATION METHODS Sampling Methods Split -Spoon Samples (SS) Standard penetration (split - spoon) samples were collected in general accordance with ASTM:D1586. This method consists of driving a 2" O.D. split barrel sampler into the in -situ soil with a 140 -pound hammer dropped from a height of 30 ". The sampler is driven a total of 18" into the soil. After an initial set of 6 ", the number of hammer blows to drive the sampler the final 12" is known as the standard penetration resistance or N- value. Disturbed Samples (DS) Sample types described as "DS" on the boring logs are disturbed samples, which are taken from the flights of the auger. Because the auger disturbs the samples, possible soil layering and contact depths should be considered approximate. Sampling Limitations Unless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. Classification Methods Soil classifications shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC system is described in ASTM:D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg Limits) have been performed, accurate classifications per ASTM:D2487 are possible. Otherwise, soil classifications shown on the boring logs are visual -manual judgments. Charts are attached which provide information on the USC system, the descriptive terminology, and the symbols used on the boring logs. The boring logs include descriptions of apparent geology. The geologic depositional origin of each soil layer is interpreted primarily by observation of the soil samples, which can be limited. Observations of the surrounding topography, vegetation, and development can sometimes aid this judgment. Water Level Measurements The ground water level measurements are shown at the bottom of the boring logs. The following information appears under "Water Level Measurements" on the logs: • Date and Time of measurement • Sampled Depth: lowest depth of soil sampling at the time of measurement • Casing Depth: depth to bottom of casing or hollow -stem auger at time of measurement • Cave -in Depth: depth at which measuring tape stops in the borehole • Water Level: depth in the borehole where free water is encountered • Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include: permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole casing. Sample Stora_g Unless notified to do otherwise, we routinely retain representative samples of the soils recovered from the borings for a period of 30 days. AMERICAN ENGINEERING TESTING, INC- DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS Symbol Definition Symbol Definition B,H,N: Size of flush joint casing CONS: One - dimensional consolidation test BX: BX double tube core barrel DEN: Dry density, pcf AC: At completion of boring DST: Direct shear test CA: Crew assistant E: Pressuremeter Modulus, tsf CAS: Pipe casing, number indicates nominal HYD: Hydrometer analysis diameter in inches LL: Liquid limit, % CC: Crew chief LP: Pressuremeter Limit Pressure, tsf COT: Clean-out tube PERM: Coefficient of permeability (K) test; F - Field; DC: Drive casing; number indicates diameter in L - Laboratory DM: Drilling mud or bentonite slurry PL: Plastic limit, % DS: Disturbed sample from auger flights q,: Pocket penetrometer strength, tsf FA: Flight auger; number indicates outside q,: Static cone bearing pressure, tsf diameter in inches q,,: Unconfined compressive strength, psf HA: Hand auger; number indicates outside diameter R: Electrical resistivity, ohm -cros HSA: Hollow -stem auger; number indicates inside RQD: Rock Quality Designator in percent (aggregate diameter in inches length of core pieces 4" or more in length as a JW: Jetting water percent of total core run) MC: Column used to describe moisture condition of SA: Sieve analysis samples and for the ground water level symbol TRX: Triaxial compression test N (BPF): Standard penetration resistance (N- value) in VS: Vane shear strength (field), psf blows per foot (see notes) WC: Water content, as percent of dry weight NQ: NQ wireline core barrel % -200: Percent of material finer than #200 sieve PQ: PQ wireline core barrel RD: Rotary drilling with fluid and roller or drag bit STANDARD PENETRATION TEST NOTES REC: In split -spoon (see notes) and thin - walled tube sampling, the recovered length (in inches) of The standard penetration test consists of driving the sampler sample. In rock coring, the length of core with a 140 -pound hammer and counting the number of blows recovered (expressed as percent of the total applied in each of three 6" increments of penetration. If the core run). Zero indicates no sample recovered. sampler is driven less than 18° (usually in highly resistant REV: Revert drilling fluid material), permitted in ASTM:D1586, the blows for each SS: Standard split -spoon sampler (steel; 1 3 /s" is complete 6" increment and for each partial increment is inside diameter; 2" outside diameter); unless on the boring log. For partial increments, the number of indicated otherwise blows is shown over a slash (n and the partial penetration TW: Thin - walled tube; number indicates inside less than 6" is shown to the nearest tenth of a foot below the diameter in inches slash. WASH: Sample of material obtained by screening returning rotary drilling fluid or by which The length of sample recovered, as shown on the "REC" has collected inside the borehole after column, may be greater than the distance indicated in the "falling" through drilling fluid N column. The disparity is because the N -value is recorded W AT: Water below the initial 6" set (unless partial penetration defined WH: Sampler advanced by static weight of drill in ASTM:D1586 is encountered) whereas the length of sample rod and 140 -pound hammer recovered is for the entire sampler drive (which may even WR: Sampler advanced by static weight of drill rod extend more than 18 "). 94 mm: 94 millimeter wireline core barrel • Water level indicated in boring AMERICAN ENGINEERING TESTING, INC. CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES AMERICAN ENGINEERING ASTM Designation: D 2487 TESTING, INC. I (Based on Unified Soil Classification System) A Sased on the material passing the 3-in. (75•mml sieve. Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Soil Classification Group Group Names Symbol Coarse- Grained Soils Gravels Clean Gravels Cu?4 and 1:sCc:s3E GW well graded gravel More than 50% retained on More than 50% coarse Less than 5% fines GW-GM well-graded gravel with sift name. �It soil contains>30% plus no. 200. predominantly sand. No. 200 sieve fraction retained on add - sandy" to to group name. Cu-4 and /or 1 >Cc >3 GP Poorly graded gravel" GP-GC poorly graded gravel with clay No. 4 sieve gravel, add "gravelly" to group name. O Sands with 5 to 12% fines require dual symbols: name. H PI>_4 and plots on or above "A" line. SW-SM well-graded sand with silt 'If soil containsal5% gravel. add "with gravel" to group Gravels with Fines Fines classify as ML or MH GM Silty gravel ".c.H SPSM poorly graded sand with sitt More than 12% finesc SP-SC poorly graded sand with day 0 . ao 20 d Fines classify as CL or CH GC Clayey graveiFC.H l Sands Clean Sands Cu-2:6 and 1 -5 Cc <3 SW Well- graded sand 50% or more of coarse Less than 5% fines _ 1 ? C 4C v) fraction passes No. I O • 15mm Cu-c6 and/or 1 >Cc , -3 E SP Poorly graded sand 4 sieve ,A jil I I j I I I a60 Sands with Fines Fines classify as ML or MH SM Silty sand More than 12% fines r U 3C n 0 Fines classify as CL or CH SC Clayey sand Fine- Grained Soils Silts and Clays inorganic PI >7 and plots on or above CL Lean clay 50% or more passes the Liquid limit less than 50 ~ "A" li ne" I 1 t I I No. 200 sieve E0 n. Q 2C PI <4 or plots below "A" ML .Silt line'' organic Liquid limit - oven dried OL Organic clay <0.75 Liquid limit - not dried Organic Silt Silts and Clays inorganic Pt plots on or above "A" line CH Fat ctay Liquid limit 50 or more PI pl below "A" tin MH Elastic Silt' organic Liquid limit - oven dried OH O rg a nic clay <0.75 Liquid limit - not dried Organic silt` Highly organic soils Primarily organic matter. dark in color, and organic odor PT Peat A Sased on the material passing the 3-in. (75•mml sieve. (D �'If Atterberg limits plot in hatched area. soil is a CL -ML. B lf field sample contained coobles or boulders. or both, add E Cu • Os0 /0 Cc - 010.0 so silty clay. "with cobbles or boulders, or both" to group name. K tf soil contains 15 to 29% plus No. 200. add "with sand" Gravels with 5 to 12% fines require dual symbols: "if soil contains>15% sand. add "with sand" to group or "with gravel." whichever is predominant. GW-GM well-graded gravel with sift name. �It soil contains>30% plus no. 200. predominantly sand. GW.GC well- graded gravel with day O il fines classify as CL-ML. use dual symbol GC.GM. or add - sandy" to to group name. GP-GM poorly graded gravel with silt SCSM. 'it sod contains plus No. 200. predominantly GP-GC poorly graded gravel with clay HIt fines are organic. add "with organic fines" to group gravel, add "gravelly" to group name. O Sands with 5 to 12% fines require dual symbols: name. H PI>_4 and plots on or above "A" line. SW-SM well-graded sand with silt 'If soil containsal5% gravel. add "with gravel" to group O PI<4 or plots below "A" tine. SW -SC well-graded sand with day name. 'Pi plots on or above "A" tine. SPSM poorly graded sand with sitt O PI plots below "A" line. SP-SC poorly graded sand with day 0 . ao o goo W 'o 5 la 0.5 0.10 PARTICLE 512E IN MILLIMETERS CN • pre - 0!0771 • 200 - uroi0 - (2-5) 1 •5.6 For classification of fine- rgined sot's SIEVE ANALYSIS an fine-grained traction o caorse- grained 6t SCREEN -iN I SIEVE Na. i S 2 1y 1 V. Y. 4 !0 20 40 60 i.o 2a0 loo Equation of V - line p Vertical at LL =16 to =7 / G � I then PI= 0.9(LL-8) // MH OR 0 . ao 20 d z l ( I ' W * = e MLO 4 _ 1 ? C 4C v) III I O • 15mm I I I I Q Z sO W ,A jil I I j I I I a60 o: r a r U 3C n 0 60 Z � � I � I ' O LSma � I W w at V ~ I I 1 t I I a 20 E0 n. Q 2C o goo W 'o 5 la 0.5 0.10 PARTICLE 512E IN MILLIMETERS CN • pre - 0!0771 • 200 - uroi0 - (2-5) 1 •5.6 For classification of fine- rgined sot's an fine-grained traction o caorse- grained \ .p Equation of A -tine Horizontal at PI -4 to LL- 25.5. then P2- 0.73(LL-20) Equation of V - line p Vertical at LL =16 to =7 / G � I then PI= 0.9(LL-8) // MH OR OH d OL * = e MLO 4 _ 1 10 7 4 0 10 16 20 30 40 50 60 70 80 90 100 Ito LIQUID LIMIT (LL) GENERAL TERMINOLOGY NOTES FOR SOIL IDENTIFICATION AND DESCRIPTION GRAIN SIZE Term Boulders Cobbles Gravel Sand Fines (silt & clay) AASHTO Over 3" #10 sieve to 3" #200 to #10 sieve Pass #200 sieve GRAVEL PERCENTAGES Term Percent A Little Gravel 3%-15% With Gravel 15 % -30% Gravelly 30%-50% CONSISTENCY OF PLASTIC SOILS Term Very Soft Soft Medium Stiff Very Stiff Hard N- Value. BPF less than 2 2-4 5 -8 9 -15 16 -30 Greater than 50 RELATIVE DENSITY OF NON - PLASTIC SOILS Term Very Loose Loose Medium Dense Dense Very Dense N- Value. BPF 0-4 5 -10 11 -30 31 -50 Greater than 50 MOISTUREIFROST CONDITION (MC Column) D (Dry): Absence of moisture, dusty, dry to touch. M (Moist): Damp, although free water not visible. Soil may still have a high water content (over "optimum "). W (Wet/ Waterbearing): Free water visible. Intended to describe non - plastic soils. F (Frozen): Soil frozen. FIBER CONTENT OF PEAT Term Fiber Content (Visual Estimate) Fibric Greater than 67% Hemic 33-67% Sapric Less than 33 % LAYERING NOTES Laminations: Layers less than '/a" thick of differing material or color Lenses: Pockets or layers greater than 'h" thick of differing material or color ORGANIC DESCRIPTION Non -peat soils are described as organic, if soil is judged to have sufficient organic content to influence the soil properties. O1CLS011(4 /96) AMERICAN ENGINEERING TESTING, INC. A ti �J Report for IM A. ' V � �.. I City of New Hope City Project No. 498 File No. 34148 March 1997 Sonestroo Rosene Anderiik & Associates V Engineers & Architects yJf NEW iB onestroo BoneStrOO, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer Principals: Otto G. Bonestroo, P.E. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala, RE. Richard E. Turner, P.E. • Glenn R. Cook, P.E. • Thomas E. Noyes, P.E. Robert �y Rose �ry 1e • G. Schunicht, P.E. lorry A. Bourdon, P.E. • Robert W. Rosene, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Ande rlslc Associate Principals. Howard A. Sanford, P.E. • Keith A. Gordon P.E. • Robert R. Pfefferle, P.E. Richard W. Foster, P.E. • David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. A � + /•• ssociates Michael T. Rautmann, RE. • Ted K.Field. RE. • Kenneth P. Anderson. P.E. • Mark R. Roll's, RE. Sidney P. Williamson, P.E., L.S. • Robert F. Kotsmlth Engineers & Architects March 6, 1997 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 -4898 Offices: St. Paul, Rochester, Willmar and St. Cloud, MN . Mequon, WI Re: Northwood lake Park Improvements City Project No. 498 Our File No. 34148 Dear Mayor and Council Members: The enclosed Design Report presents recommended improvements for Northwood Lake Park. The purpose of the report is to present preliminary design plans and costs proposed by the Citizens Advisory Commission and City Staff. We will be pleased to meet with the Council and other interested parties to discuss this report at a mutually convenient time. Respectfully submitted, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mar anon MAH:la Enclosure I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. 7� 64 C4-- Mark A. Hanson Date: March 6. 1997 Registration No. 14260 1 2335 West Highway 36 n St. Paul, MN 55113-3898 ■ 612-636 -4600 Table of Contents Letterof Transmittal .................................................... ............................... l Tableof Contents ......................................................... ............................... 2 I. Project Summary Project Goals ...... ............................... Project History .... ............................... Recommendations ............................. .......... ............................... 3 ........ ............................... 3 ..... ............................... 8 Estimated Cost Summary ................................. ............................... 12 ParkOperation .................................................... .............................13 H. Project Components CulvertUnder Boone ........................................ .............................17 Northwood Lake Outlet Structure .................. ............................... 20 StreamThrough Park ..................................... ............................... 23 Pond1 ............................................................. ............................... 26 Pond2 ............................................................. ............................... 28 Pond3 .......................................................... ............................... 30 Athletic Fields & Areas .................................. ............................... 32 Pedestrian Trails & Bridges ............................ ............................... 35 Landscaping.................................................... ............................... 38 Figures CAC Recommended Option Existing Park Plan Figure 1— Preliminary Park Plan Figure 2 — Utility /Site Plan Figure 3 — Boone Avenue Box Culvert Figure 4 — Lake Outlet Structure Figure 5 — Stream and Pond Planting Plan Figure 6 — Athletic Fields Figure 7 — Bridge Profile T . Project Summary Project Goals The improvements proposed in Northwood Park will satisfy goals and objectives established by the City of New Hope. The goals for the Northwood Lake Park improvement project are: • To minimize existing flooding, erosion and sedimentation from surface flows • To protect and enhance wildlife habitat • To preserve and improve water and park facilities . To improve storm water quality (by maximizing the amount of areas available for treatment) To promote ground water recharge (by creating additional ponding areas) In summary it is the goal to improve water quantity control (reduce flooding), water quality, and the amenities of the park. This report outlines how all three goals can be achieved efficiently. Project .history Initially, the goals of this project were based only on storm water quantity control. Storm events and flooding in June and 1uly of 1992 prompted the City of New Hope to request Bassett Creek Watershed, as documented in correspondence dated July 15, 1992, to review and investigate storm water flows and storage in the Northwood Lake area. The Northwood Lake area is defined as the drainage way between T.H. 169 and Louisiana Avenue. The Bassett Creek Water Management commission prepared a feasibility study dated July 9, 1993, titled "Northwood Lake Flooding." Several meetings, studies, and evaluations were completed since the initial events in 1992. Summarized below is the sequence of events that form the Northwood Lake Project history: 3 July 1992 New Hope requests Basset Creek Watershed to review storm water flows / storage in Northwood Lake area based on storm events in June and July of that year. July 1993 Bassett Creek Watershed prepares feasibility study titled "Northwood Lake Flooding." February 1994 New Hope prepares feasibility study Project No. 486 (36 Avenue Street Improvements Louisiana to Winnetka Avenues) and Project No. 437 (Railroad Bridge Reconstruction). Storm sewer improvements were included in 36 Avenue in accordance with Bassett Creek Watershed. Cost participation Frith effected agencies was included. June 1994 New Hope prepares report for Northwood Lake Drainage Improvements (Project No. 498) in accordance with Bassett Creek Watershed. Cost participation with effected agencies was included based on possible improvements. Summer 1994 Bassett Creek Watershed reviews storm water flows in the City of Crystal in accordance with "Northwood Lake Flooding" feasibility study. Spring 1996 Bassett Crcek Watershed adopts Water Quality Management Policy for watershed. 1995-1996 New Hope prepares Surface Water Management Plan, which includes storm water improvements (quantity /quality) in Northwood lake area in accordance Bassett Creek Watershed. Spring 1.996 Bassett Creek Watershed prepares water quality report for Northwood Lake. Winter 1996 City Council requests Citizen Advisory Commission (CAC) to review alternatives for improvements in the Northwood Lake Park area to satisfy the goals and objectives of the City. 4 February 1997 City Council authorizes this preliminary report / plan be prepared in accordance with recommendations from the CAC. The goals associated with water quality are based on input from Basset Creek Watershed, the Metropolitan Council, and Department of Natural Resources (DNR). "The Interim Strategy to Reduce Non Point Source Pollution to All Metropolitan Water Bodies" is a document prepared by the Metropolitan Council, which outlines a strategy to improve water quality (included in Appendix A). The recommended option not only satisfies this strategy but also strategies planned by the DNR and Bassett Creek Watershed. The CAC reviewed the water quantity requirements and studied all the legislation, strategies, and requirements associated with water quality. In addition, they reviewed the efficiency of including park improvements with the required storm water improvements. The CAC review culminated in the preparation of a recommended option. The option they recommend that the City Council implement and the existing park plan are shown on the following pages. The CAC recommended option includes the following: • Upgrade existing storm sewer crossing under Boone Avenue to a Tx7' box culvert. $200,000 Relocate Northwood lake channel east of Boone Avenue as it existed before the park developed (along north side of park). 75,000 • Construct storm water treatment basins at three locations and the required low flow storm sewers. 312,000 • Provide two new bridges which comply with all standards. 120,000 • Construct two new softball fields and a youth soccer field which properly drain. The fields shall generally be located in accordance with the attached plan. 90,000 • Reconstruct existing bituminous trails as needed to conform with the new park layout. 60.000 Total $857,000 5 --Zz NORTHWOOD LAKE 0 F - I N 4 j r p r d r - -41r— FlEl-0CATE/ 1 k ---I I \ 0 , 1 L NORTH J'L-j STOWd SEWER Ef ------ r- - 7 0 0 Eli (2 L CrTY OF NEW HOPE NORTHWOOD LAKE STORM SEWER, PONDING AND PARK IMPROVEMENTS =1 �Jlzb a "— fl FELD J im a \ °� _ _ �_ . 0 LOW FLOW grOFAILSIEWIN scma I I T F -li 4, ENHANCE L -J al— -J F, -7- L — — -� a EX87M o — L L d. WETLAND Ld !I j BrrLW TRRAJILB -7°/Q a �? ,` \�, ! i. � ° e ° �J ` � �{ � ` "l.� ° te a ° ° �` �\ /\ e ° �. � ad P ARk a jj r - r f7 a J, -7 R FELOCATE CHAM FESTOFIE MTEAM -A 7- q -4— J j r p r d r - -41r— FlEl-0CATE/ 1 k ---I I \ 0 , 1 L NORTH J'L-j STOWd SEWER Ef ------ r- - 7 0 0 Eli (2 L CrTY OF NEW HOPE NORTHWOOD LAKE STORM SEWER, PONDING AND PARK IMPROVEMENTS =1 �Jlzb a "— fl FELD J im a \ °� _ _ �_ . 0 LOW FLOW grOFAILSIEWIN scma I I T F -li 4, ENHANCE L -J al— -J F, -7- L — — -� a EX87M o — L L d. WETLAND Ld !I j BrrLW TRRAJILB -7°/Q a �? ,` \�, ! i. � ° e ° �J ` � �{ � ` "l.� ° te a ° ° �` �\ /\ e ° �. � ad P ARk a jj r - r f7 a J, -7 R FELOCATE CHAM FESTOFIE MTEAM Lj- l J i I N DnUGAV OU006 0 — 711 - TI j CL z � . J r� Y; a x LLJ 0 r 0 . 0, di Q O V) F- z LLJ M O LLI > 0 < O (n LLJ LLI 0 0 Lu o z z — 711 - TI af 0 z F— Y; a x LLJ 0 r 0 . 0, di Q O V) F- z LLJ M O LLI > 0 < O (n LLJ LLI 0 0 Lu o z z The CAC conducted a public hearing at its January 28, 1997 meeting and reviewed its recommended option with the public. Public testimony was received and the public hearing was closed. During the preparation of this report, a park planner was retained from Brauer & Associates, Ltd. (George Watson), to further review the plan. In addition, City Staff reviewed the plan in detail and developed further improvements to be considered. These additional improvements are listed in the Estimated Cost Summary. Recommendations It is the recommendation of this report that City Council approves the preparation of plans and specifications for the construction of the recommended option as shown in Figure 1. This includes the alternatives developed by staff which would be bid as alternates. In addition, cost - saving alternates presented in the estimated cost summary would also be included such that all costs can be evaluated once formalized bids are received. City Council and Staff can then determine what parts of the project should be constructed. WOO d : k . I outial Itructuff t d Wetland Habitat PRELIMINARY PARK PLAN NEW HOPE, MINNESOTA NORTHWOOD LAKE IMPROVEMENTS MARCH 1977 CCA;. 33148 Blind tj� Lt- 13ridge Bonest ro( Ro s 'n ' FIGURE 1 OEM And " Associate Specific components of the recominended option include: Storm Water Quantity Improvements • Reconstruct the culvert under Boone Avenue. The existing 58" x 36" arch pipe is replaced with a 3' x 7' box culvert. This will increase the hydraulic capacity and facilitate faster drainage of Northwood Lake after storm events. g Reconstruct tihe outlet structure to Northwood make. The existing outlet structure is reconstructed to improve lake drainage and to create a visual amenity. Storm Water Qual& improvements Relocate the stream through the park. The current stream location is not conducive to storm water treatment. Local storm runoff from streets and properties flows directly into the stream carrying pollutants and leaving sediments. Relocation of the stream as proposed will facilitate water quality and park improvements. Create storm water treatment ponds adjacent to the lake and stream. Storm water treatment ponds will capture runoff discharged from existing and proposed storm. severs. Strategic location of these ponds will eliminate all direct discharges to the lake and stream in the park area. Consequently, water quality in the lake, stream, and downstream water bodies will be improved. Park Improvements ro Athletic fields and areas. The existing park components are repositioned to improve park operations. Regulation size softball fiolds are reconfigured to improve drainage aad the general operation of the fields. Youth -sized soccer fields are also designed in the open space on the east side of the park. A backstop is proposed in the same area. for informal games of softball. The extreme eastern and northern portions of the park will remain available for Frisbee golf. 13 Pedestrian trails and bridges. Proposed pedestrian trails will convey people through the park while taking advantage of the natiural environment. Observation points and bridge designs and locations will enhance pedestrian's enjoyment of the park and traii system. Landscaping. Specific plantings will be placed to create active and passive zones within the park. Trees, shrubs, prairie grass, etc. will provide buffers between existing residences and active play fields. Wetland species and other natural plantings along the stream will create a passive corridor through which the pedestrian trail meanders. Each component is described in more detail in Section II of this report. 1I Estimated Cost Summary The estimated cost of the base recommended option is summarized by component. Box culvert under Boone Avenue Northwood Lake outlet structure Stream through the Park Treatment Pond 1 and storm sewer west of Boone Avenue Treatment Pond 2 and storm sewer norh of the stream Treatment Pond 3 and storm sewer south of the stream Athletic fields and areas Pedestrian Trails and Bridges Base Total $1 00,000.00 $92,000.00 $70,000.00 $37,000.00 $61 $154,000.00 $162,000.00 181 ,000.00 $857,000.00 The estimated construction cost including 5 percent contingency is $857,000 which is the same as the recommended plan cost estimate approved by the CAC. During preparation of this report, a park planner, George Watson R.L.A., was retained from Brauer & Associates, Ltd. to further review the plan. In addition, City Staff has further reviewed the plan in detail. Based on each review, it is recommended that the following alternatives be considered: The 3' x 7' box culvert be extended an additional 140 feet to better accommodate the Duk Duk Daze community festival. $59,000.00 • The outlet structure for Northwood Lake be expanded to provide more of an amenity to the park and lake. $58,000.00 The two softball fields include additional amenities described as follows: ➢ Vinyl coated chain link fencing around two fields ($42,000) ➢ Concrete maintenance curb below fencing ($17,500) ➢ Concrete pavement between infields ($23,000) ;i;- Irrigation for two softball fields ($17,500) $100,000.00 • Boardwalk bridge be added over Pond 3. $60,000.00 • Additional landscaping be added throughout the project including tree and shrub plantings. $23.000.00 Alt mate Tctal $300,000.00 12 The alternatives provide amenities to the park which are not storm water related. Therefore, financing of the alternatives would not necessarily be paid? from funds related to storm water. Portions of the work included in the base plan could be reduced or altered in scope to save cost. Listed below are a few of the items and their estimated cost savings. Seed versus sod Culverts versus bridges Parallel trail 200 feet east of Boone Avenue Galvanized fencing versus vinyl coating Total Cost Savings 'ark Operation Active and Passive Park Areas Northwood Lake Park will facilitate both active and passive park uses. $40,000.00 35,000.00 2,000.00 10.000.00 $88,000.00 Active zones are designated for recreational uses like softball, soccer, picnic, Frisbee etc. Active zones need to be operated and maintained as a traditional park including mowing of turf grasses, garbage collection and walkway and parking lot maintenance. Passive zones are areas designated for aesthetic and nature appreciation and have very little maintenance associated with them. G-neral clean up of stray litter and selective ground cover maintenance is all that is required. These areas are intentionally operated as a natural system allowing the vegetation to adapt to annual weather variations. For Northwood Park, passive zones buffer the stream on the north side of the park from the active athletic field zone. Walkways are included on both sides of the buffer to provide the interface between the active and passive zones l:/ Park Events Several organized and informal events occur throughout the year within the park. Some of the events include: Softball Ice skating Family /Social Gatherings Duk Duk Daze Basketball Walking Soccer Frisbee Golf All previous events will still be accommodated in the park. Notable changes include: o Softball fields will be relocated. The proposed fields will include better drainage, centrally located infields, and permanent fencing. Underground irrigation is considered as an alternate. ® A specific area outside of the softball fields will be dedicated to youth soccer fields. ® The Frisbee golf course layout will be modified. A revised layout is not included in this report; however, City Staff has had discussions with representatives interested in laying out a new course. Available space east of the soccer fields and north of the stream can be utilized. The pedestrian trails are adjusted to connect relocated park components, meander through natural areas, and join the existing trail system. The Duk Duk Daze layout for amusement rides must be revised according to the a =ailable space. A comparison of the existing and new areas is shown below: La out Existing Amusement Ridge Area (Sg. ft.) 24,804 New (proposed) 25,600 M 11. Project Components In this section each component of Northwood Park is described in detail. The park site and utility plan is illustrated in Figure 2. The list of components include: 1. Box culvert under Boone Avenue 2. Northwood Lake outlet structure 3. Stream through the Park 4. Treatment Pond 1 and storm sewer west of Boone Avenue 5. Treatment Pond 2 and storm sewer north of the stream 6. Treatment Pond 3 and storm sewer south of the stream 7. Athletic fields and areas 8. Pedestrian Trails and Bridges 9. Landscaping Design objectives, descriptions, and estimated costs are provided for each component. a UTILITY /SITE P Bonestroo Rosen NEW HOPE, MINNESOTA FIGURE 2 Anderlik & NORTHW006 LAKE IMPROVEMENTS Associates 34148F12.OY;G MARCH 1997 COMM. 34148 Culvert under Boone Avenue Objectives • Upgrade the size of the culvert to increase the overall discharge capacity of the lake outlet structure. Description The plan view and profile of the box culvert are provided in Figure 3. The existing culvert does not provide the hydraulic capacity to drain Northwood in an short time frame after storm events. Consequently, the lake level rises during typical storm events and requires days to return to normal water levels. The proposed culvert will increase the discharge capacity of the lake. The water level "bounce" will be reduced, and levels will remain more constant after storms. This improvement also utilizes storage downstream in the watershed. Water will pass through Northwood Lake more quickly, but it will be retained in available storage areas downstream. The structure at the end of the existing culvert will be salvaged and included in the proposed culvert. The elevation of an existing 20" sanitary sewer conflicts with the existing culvert elevation. As a result, the sanitary sewer is constructed through the existing culvert inside the end structure. The proposed culvert will salvage this end structure rather than reconstructing the sanitary sewer crossing. t7 Estimated Cost 210 LF Remove existing 58" x 36" CMP @ $1511.L $3,150.00 1 EA Remove existing lake outlet structure @ 1,000 %a. 1,000.00 110 LF 7' x 3' box culvert @ 400/11 44,000.00 2 EA Modify and connect to existing structure @ 1,500 /ea. 3,000.00 100 LF Remove concrete curb @ 4/l.f. 400.00 9,000 SF Remove bituminous pavement @ 1.50 /s.f. 13,500.00 550 Ton Class 5 aggregate @ 12 /ton 6,600.00 220 Ton Type 31 bituminous @ 30 /ton 6,600.00 110 Ton Type 41 bituminous @ 40 /ton 4,400.00 100 LF B618 concrete curb @ 10 /l.£ 1,000.00 50 LF 6' wide concrete sidewalk @ 30/l.f. 1,500.00 250 YD Sod @ 2.50 /yd. 625.00 1 EA Dewatering @ 5,000 %a. 5,000.00 1 EA Traffic control @ 5,000 /ea. 5,000.00 Subtotal $95,775.00 + 5% Contingency 4,790.00 Base Subtotal $100,565.00 Alternate 140 LF 7' x 3' box culvert extension @ $400/1.f. $56,000.00 Subtotal $56,000.00 +5;"o Contingency 2,800.00 Alternate Subtotal $58,800.00 Total Calvert Construction Cost $159,365.00 Sidewalk - o �O Inlet Weir Q L (D i Q� V) L L 2 C �I A I X w 3'X7° Concrete Box Culvert n , Wall n i � 0 �� v ,10 m PLAN VIEW - z O Scola in feet 12' Blvd. 15' Walk Fence , 883.7 Top of Weir 250' PROFIL BOONE AVENUE BOX CULVERT B NEW HOPE, MINNESOTA FIGURE 3 Anderiik 6, Associates NORTHWOOU LA' t IMPION01EiviENTS 34202F09.QWG MARCH 1997 COMM. 34202 Northwood Lake Outlet Structure Objectives a Create a structure to control the lake water level. S Improve the hydraulic operation of the lake outlet structure. Create a visual amenity adjacent to Boone Avenue and the pedestrian trails. Description The proposed outlet structure is shown in Figure 4. The profile of the structure is shown in Figure 3. The existing shoreline is stabilized with field stone rip rap, and the outlet channel narrows to approximately 10 feet at the Boone Avenue culvert crossing. The existing culvert and outlet structure restricts the lake discharge and increases the amount of time the lake water level exceeds the normal water level. The proposed outlet structure and lake configuration will improve hydraulic operations while maintaining an appearance consistent with the existing lake shoreline. The proposed lake outlet includes widening the open water area adjacent to the Boone Avenue boulevard as shown in Figure 4. The outlet weir is centered in the open water ensuring that water flow is not restricted. Features and design considerations include: The walls of the outlet will be constructed with formed concrete in the shape of field rock. This will create a natural appearance matching existing rip rap. a The outlet weir will also be constructed with formed concrete. The sidewalk is 15' wide at the outlet to provide a scenic rest and overlook area. • A decorative metal wiling will be placed on top of the wall at the edge of the overlook. Piling will support the outlet structure including the wall, weir, and culvert. 20 Esti mated Cost 37.25 CY Concree @ $400 /c. $14,900.00 100 SF Concrete texturing @ 20 /s.f. 2,000.00 35 CY Footings @ 300 %.y. 10,500.00 1,160 LF Piling @ 20/1.f. 23,200.00 2,000 CY Excavation @ 10 %.y. 20,000.00 1 EA Dewaiering @ 10,000 /ea. 10,000.00 750 SF Concrete sidewalk @ 5 /s.f. 3,750.00 20 YD Rip rap @ 60 /yd. 1,200.00 750 YD Sod @ 2.50 /yd. 1,8 75.00 Subtotal $87,425.00 + 5% Contingency 4,370.00 Base Subtotal $91,795.00 Alternate 24 CY Concrete @ $400 /c.y. $9,600.00 590 SF Concrete texturing @ 20 /s.f. 11,800.00 23 CY Footings @ 300 %.y. 6,900.00 1040 LF Piling @ 20/1.f. 20,800.00 70 LF Railing @ 60/l.f. 4,200.00 500 SF Concrete sidewalk @ 5 /s.f. 2,500.O0 Subtotal $55,800.00 + 5% Contingency 2,790.00 Alternate Subtotal $58,590.00 Total Outlet Structure Construction Cost $150,385.00 �' i P, Bonne Avenue k �• Dori . . . . . . . . . . . . LAKE OUTLET STRUCTURE i r t J / J / s f I NEW HOPE, MINNESOTA NORTHWOOD LAKE IMPROVEMENTS HARCH 1997 COMM. 34148 FIGURE 4 Bonestroo _ Rosene Anderlik & Associates 1 1 1 f i r t J / J / s f I NEW HOPE, MINNESOTA NORTHWOOD LAKE IMPROVEMENTS HARCH 1997 COMM. 34148 FIGURE 4 Bonestroo _ Rosene Anderlik & Associates Stream through the Park Objectives • Eliminate all direct storm water discharges into the stream. • Create spaces for storm water filtering via treatment ponds. +� Create an efficient use of park space for other components. • Restore the stream to its natural alignment and state. • Create a passive, scenic pedestrian route adjacent to other active areas of the park. Description The proposed stream and waterway relocation is shown in Figures 1 and 2. Figure 5 is a planting plan for areas adjacent to the stream. A list of proposed plant species is in Appendix B. The recommended option includes relocation of the waterway to its natural alignment before the original park was developed. This reconstruction will recreate a natural corridor and passive parkway. Streams change naturally to find the most stable shape and state depending on their flows, topography and sediment load. This channel will be designed to match the most stable morphology for this particular reach. The typical stream cross section is typical of flat, broad valleys located in lacustirne settings. This stream type includes a low flow channel that is designed to pass the 1.3 -year flood. Larger storm events will fill the entire channel, and ultimately spill water onto the surrounding floodplain. The infrequent inundation of the channel floodplain and banks aids in inaintaining the plant communities typical of a riverine system. Along the course of the waterway, many aquatic plants will be planted. These plants are native species that inhabit natural streams similar to this one. Also, incorporated into the waterway are a sedge meadow and a wet meadow. Both of these communities naturally occur along streams and provide many benefits from an ecological perspective. 23 Native prairie seed mixes will be planted along the entire course of she waterway. Native prairie plants provide many benefits to water quality and natural resource enhancement. First, water quality is improved by creating a buffer strip that filters runoff before R enters the surface water. Second, Native plants also have well - established root structures that stabilize soil and provide excellent protection from erosion. Third, native plant increase biodiversity and inhibit the spread of invasive alien species. Areas with high vegetative biodiversity support many different wildlife species. Estimated Cost 4,900 CY Common excavation @ $5 /c.y. $24,500.00 3,100 CY Common borrow @ 5 /c.y. 15,500.00 1 LS Wetland Plantings @ 2,000/l.s. 2,000.00 1 AC NhorL prairie seeding @ 4,000 /ac. 4,000.00 1 LS Wet meadow planting @ 450/l.s. 450.00 1 LS Clear and grub @ 5,000 /l.s. 5,000.00 150 CY Rip rap @ 50 %.y. 7,500.00 400 CY Top soil @ 10 /c.y• 4,000.00 1,000 LF Silt fence @ 3 /l.f. 3,000.00 Subtotal $66,550.00 + 5% Contingency 3,330.00 Base Subtotal $69,880.00 Alternate Subtotal $0 Total Stream Construction Cost $69,880.00 24 Rip Rap Overfl A S torm Sower utlat f Obaervati." Trees Storm Sewer. 0 Observation Blind STREAM AND POND PLANTING PLAN Bonestroi Rosene Anderlik NEW HOPE, MINNESOTA FIGURE 5 Associate NORTHWOOD I-AKE IMPROVEMENTS MAPCH 1997 COMM, 34148 Open Water Northwood Lake 7 7-711 Tall Prairie Grasses Weiland Plantings ryQ Wet Meadow Plantings u Sedge Meadow Plantings Ou .at I 13.9hort P.rairle Grasses Structure`.- Rip Rap Overfl A S torm Sower utlat f Obaervati." Trees Storm Sewer. 0 Observation Blind STREAM AND POND PLANTING PLAN Bonestroi Rosene Anderlik NEW HOPE, MINNESOTA FIGURE 5 Associate NORTHWOOD I-AKE IMPROVEMENTS MAPCH 1997 COMM, 34148 Pond West of Boone (Pond 1) / Storm Sewer from Boone Objectives Capture and remove sediment and nutrients from storm runoff from Boone Avenue. a Capture and remove sediment and nutrients from storm runoff from the drainage area south of Northwood Parkway. Description The pond and storm sewer is shown in Figure 2. A planting plan around Pond 1 is shown in Figure 5. A list of proposed plant species is in Appendix B. Pond 1 is located at the discharge point of an existing storm sewer and proposed storm sewer. This location facilitates storm water collection, lake and stream protection, and the ability to meet the cited objectives. A proposed storm sewer from the low point of Boone Avenue will route street drainage to Pond 1. Drainage and street sediments currently flow directly into the stream. The proposed configuration will eliminate discharge to protected water bodies. Pond 1 will be constructed to provide treatment to runoff from the large watershed south of Northwood Parkway and the Boone Avenue. About 2,700 CY of excavation will be required to construct the 0.36 acre pond. The pond and lake will be separated by a rip rap overflow spillway. The hydraulic length of the pond has bfen maximized to provide as much treatment as possible before releasing into the lake. Pond 1 will consist of two cells. The first cell will be constructed 4 -5' deep will a 10' aquatic bench around the perimeter. The depth will provide storage volume for sediment precipitation, and the aquatic bench will provide a substrate for aquatic vegetation and act as a safety feature. The second cell will be constructed to provide maximum area for aquatic vegetation plantings. The aquatic plants will absorb dissolved nutrients from the storm water and will enhance the ►M: Pond forth of Stream (Pond 2) / Stornn Sewer from North Objective To capture and remove sediment nutrients from storm runoff from residential properties north of the park. Descri tp ion The pond and storm sewer is shown in Figure 2. A planting plan around Pond 2 is shown in Figure 5. A list of proposed plant species is in Appendix B. The storm sewer will be constructed in a drainage swale (corridor) through the woods on the north side of the park. Pond 2 is located at the mouth of the corridor adjacent to the stream. The long shape of the pond enhances treatment capabilities and keeps the pond boundaries within the stream corridor. Storm water runoff from the residential area to the north will be treated via the Pond 2 system. This pond will have a surface area of about 0.37 ac and will require about 3,500 CY of excavation to construct. By constructing this pond, the previous channel- clogging sediments from the north will be kept out of the channel. A rip rap overflow spillway will be constructed between the pond and channel. Similar to Pond 1, Pond 2, will also consist of two cells and an aquatic bench. The deep and shallow combination will provide excellent treatment to storm water before it enters the channel. The aquatic plantings consist of native plants that have very good nutrient removal potential and also ornamental qualities. Because of the close proximity to the city trail system, aesthetics is an important aspect of the design. The upland areas around the pond will be planted with native prairie seed mixtures. A short prairie grass will be used along the north side of the pond and a tall prairie grass will be planted along the south side. The short mix along the north side will create an excellent showy upland 11 buffer strip that will not obstruct the view of the pond. The tall nix on the south side of the pond will provide a beautiful backdrop to the pond and create additional vegetative diversity. Estimated Cost 3,500 CY Common excavation @ $5 /c.y. $15,500.00 1 LS Wetland plantings @ 1,000/l.s. 1,000.00 0.08 AC Tall prairie seeding @ 4,000 /ac. 320.00 0.25 AC Short prairie seeding @ 4,000 /ac. 1,000.00 0.33 AC Type 1 disc anchored mulch @ 500 /ac. 165.00 80 CY Rip rap @ 50 /c.y. 4,000.00 1 LS Clear and grub @ 5,00011.s. 5,000.00 335 LF 30" RCP @ 45/11. 15,075.00 1 EA 30" FES @ 1,400 %a. 1,400.00 2 EA Standard 4' MH @ 1,000 /ea. 2,000.00 335 LF Improved pipe foundation @ 2/11 670.00 200 CY 4" topsoil @ 10 /c.y. 2,000.00 1 LS Restore ravine @ 4,000/1.s. 4,000.00 0.1 AC Seeding @ 2,400 /ac. 240.00 1,900 SY Sodding @ 2.50 /s.y. 4,750.00 250 LF Silt fence @ 3.00/1.£ 750.00 Subtotal $57,870.00 + 5% Contingency 2,89 5.00 Base Subtotal $60,765.00 Alternate Subtotal $0 'i otal Pond 2 Construction Cost $60,765.00 29 Pend South of Stream (Fond 3) / Storm Sewer through 'ark Objectives Q Capture and remove sediment and nutrients from storm runoff from active areas of the park. • Remove sediment and nutrients from storm water diverted from the storm sewer west of Boone Avenue. Description The pond and storm sewer is shown in Figure 2. A planting plan around Pond 3 is shown in Figure 5. A list of proposed plant species is in Appendix B. Like Pond 2, Pond 3 is incorporated into the stream corridor through the park. Pond 3 will receive storm water from the proposed storm sewer that intercepts low storm flows near Northwood Parkway described under Pond 1, Boone Avenue catch basins, and the park itself. Excavation of about 4,100 CY of material will be required to construct this 0.37 -acre system. The two -cell approach consisting of deep and shallow zones will also be used for this system. A rip rap spillway will be constructed for an outlet. This outlet will be constructed to provide a natural appearing waterfall and riffle as viewed from atop the pedestrian bridge. Wetland vegetation will be planted on the aquatic bench in the first cell of the pond and within the majority of the second cell. Plants chosen for this pond include good nutrient removal species and ornamental species. An efficient natural appearing pond wetland system is the primary design focus. Similar to pond 2, this pond will have two types of native upland restoration. The short prairie mix will be used adjacent to active areas to provide an ornamental buffer strip that filters runoff from the athletic fields. Tall prairie grasses will be planted along the berm between the waterway and the pond. D Estimated Cost 4,100 CY 1 LS 0.07 AC 0.25 AC 0.32 AC 80 CY 30 LF 640 SF 144 SF 746 LF 475 LF 490 LF 1 EA 1 EA 5 EA 1 EA 1,711 LF 30 LF 144 SF 1,000 CY 9,500 SY 500 LF 3 EA 45 LF 150 Ton 60 Ton 30 Ton Common excavation @ $5 /c.y. $20,500.00 Wetland plantings @ 1,000/l.s. 1,000.00 Tall prairie seeding @ 4,000 /ac. 280.00 Short prairie seeding @ 4,000 /ac. 1,000.00 Type 1 disc anchored mulch @ 500 /ac. 160.00 Rip rap @ 50 /c.y. 4,000.00 Remove curb and gutter @ 2/11 60.00 Remove bituminous path @ 2 /s.f. 1,280.00 Remove concrete walk @ 2 /s.f. 288.00 36" RCP @ 58/11 43,268.00 27" RCP @ 38/l.f. 13,050.00 21" RCP @ 30/11 14,700.00 36" FES @ 1,700 /ea. 1,700.00 CBMH 4' beehive @ 1,000 /ea. 1,000.00 Standard 4' MH @ 1,000 %a. 5,000.00 Standards CB @ 1,000 /ea. 1,000.00 Improve pipe foundation @ 2/l.f. 3,422.00 B618 curb and gutter @ 10111 300.00 Replace concrete walk @ 5 /s.f. 360.00 4" topsoil @ 10 /c.y. 10,000.0C Sodding @ 2.50 /s.y. 3,480.00 Silt fence @ 3/l.f. 1,500.00 Tie into storm w/ MH @ 3,000 /ea. 9,000.00 Remove ex. storm sewer @ 10 /11 450.00 Class 5 aggregate @ 12 /ton 1,800.00 Type 31 bituminous @ 30 /ton 1,800.00 Type 41 bituminous @ 40 /tan 1,200.00 Subtotal $146,598.00 + 5% Contingency 7,330.00 Base Subtotal $153,928.00 Total Pond 3 Construction Cost $1153,928.00 31 Athietze Fields and areas Objectives 0 Improve the layout of two softball fields. • Improve the drainage from the softball fields. in Create an area for youth -sized soccer fields. Description The proposed fields are shown in Figures 1, 2 and 6. Currently, the stream flows in between the two existing softball fields. Storm water drainage from the fields to the stream is poor. In both fields, the outfield drains towards the infield creating poor playing conditions. Also, some settlement has occurred in the outfield of the west ball field. The most notable improvement proposed is to relocate the infields such that they are adjacent to each other. They will both be located near the existing picnic shelter. A concrete slab is being considered in the common area behind the backstops as an alternate. This will be the central area during softball games for spectators, concession sales, and other related activities. Permanent fencing will enclose both softball fields. A concrete maintenance curb below the fence is included in the cost estimate. The foul line length of the west field is 300 feet; while, the east field is 285 feet. Both will suitable for men's league play. An underground sprinkler system for both fields is presented as an alternate. Two youth soccer fields are positioned east of the softball fields. The space for the fields is outlined, but no permanent facilities will be constructed for soccer. A small softball backstop will be constructed in the souihwcst corner of the soccer area. Informal family or community softball games can be played in the same soccer aria, thus creatiag a dual use area. 32 Spaces along the eastern edge of the park were not dedicated to an active use. This creates a passive buffer, and reserves space for the Frisbee golf course to be reconstructed. It is anticipated that the golf course will berefit through the use of natural "hazards" created in passive areas. Estimated Cost 1 LS Removals @ $2,000/l.s. 2,000.00 17,000 CY common excavation @ 3 /c.y. 51,000.00 1,600 CY Common borrow @ 8 /c.y. 12,800.00 240 LF Draintile @ 9 /11 2,160.00 800 TN Infield aggregate @ 15 /ton 12,000.00 2 EA Backstop 28' high @ 3,600 /ea. 7,200.00 1 EA Backstop 10' high @ 1,200 /ea. 1,200.00 4 EA Gate, 4' wide @ 600 /ea. 2,400.00 4 EA Players bench @ 1,000 /ea. 4,000.00 500 CY Topsoil borrow @ 8 /c.y. 4,000.00 37,000 SY Sod 2 1.50 /s.y. 55,500.00 Subtotal $154,260.00 + 5% Contingency 7,710.00 Base Subtotal $161,970.00 Alternate 2,220 LF Vinyl coated chain link fence 6' high @ 18/11 39,960.00 1,850 LF Concrete maintenance curb @ 9/11 16,650.00 11,040 SF Concrete pavement, 4" thick @ 2 /s.f. 22,080.00 2 EA Irrigation system per field @ 8,500 /ea. 17,000.00 Subtotal $95,690.00 + 5% Contingency 4,500.00 Alternate Subtotal $100.470.00 Total Athletic Fields & A€ ers Construction Cost. $262,440.00 33 AY/alaintensnce Curb 25' !West sollbe// Fie /d Bridge Perm9nenf Fencing ti /Mainlen9nce Curb 50' F --60' �. �300' s"AW parking Lot ATHLETIC FIELDS Existing - Picnic Shelter Storm Seller NEW H('?E, MiNNESOTA NORTHWOOD LAKE IMPROVEMENTS 3414EF11.0WG MARCH 1997 CO)+M. 34148 C Earl 15'ofba// f=ie /d Pond 017 voulh Soccer Fie /d Open Proposed ,41,09 Sf o.''m SeMIer 28s Solfb & / /BadkBfop J FIGURE 6 Bonestric Rosene Anderlik d Associates edestriar Trails and Bridge Objectives Create a functional transportation system connecting areas of the park and the existing trail system. s Create a trail that enhances pedestrian's experience of the park's natural features. m Design bridges that aesthetically match the passive environment of the stream corridor. Description The proposed trail layout is shown in Figures 1 and 2. The proposed trails weave through all areas of the park. Near the athletic fields, the trails connect Boone Avenue, the parking lot, and event areas. These trails will not only serve the casual pedestrian, but also convey people between park areas during events. Trails along the stream corridor will provide enjoyment by capitalizing on unique natural views. Nature viewing stops will be created at specific points on the sides of the trail. For example, a gravel trail is proposed on the berm in between fond 2 and the main stream channel. During high water periods this trail will be submerged. However, during normal water level periods the gravel trail will provide access to the middle of a wetland environment and a unique natural perspective. All proposed trails except those serving as seasonal nature observation points are paved. The primary trail through the park will follow the north bank of the stream. The trail at Boone Avenue and two bridges will connect this trail to the system around the athletic fields. An example profile of the bridges is shown in Figure 7. A third bridge is proposed across Pond 3. This bridge will be constructed as a boardwalk through the wetland environment. _' J Estimated Cost Trails and Bridges Subtotal $172,820.00 + 5% Contingency 8,640.00 Base Subtotal $181,460.00 Alternate I EA 40' x 10' boardwalk @ 57,000 %a. $57,000.00 Subtotal $57,000.00 + 5% Contingency 2,540.00 Alternate Subtotal $59,850.00 Total Pedestrian Trails and Bridges Construction Cast $241,310.00 01 Pedestrian Trails 3,120 SY Pavement removal @ $1 /s.y. $3,120.00 5,200 SY Subgrade preparation @ 1.50 /s.y. 7,800.00 1,900 TN Class 5 aggregate base @ 9 /tan 17,100.00 4,160 SY Bitaminous wear course @ 5 /s.y. 20,800.00 6,000 SY Sod @ 1.50 /s.y. 9,000.00 Trails Subtotal $57,820.00 Bridges 1 EA 90' x 10' bridge @ $72,000 /ea. $71,000.00 1 EA 30' x 10' bridge @ 44,000 %a. 44,000.00 Bridges Subtotal $115,000.00 Trails and Bridges Subtotal $172,820.00 + 5% Contingency 8,640.00 Base Subtotal $181,460.00 Alternate I EA 40' x 10' boardwalk @ 57,000 %a. $57,000.00 Subtotal $57,000.00 + 5% Contingency 2,540.00 Alternate Subtotal $59,850.00 Total Pedestrian Trails and Bridges Construction Cast $241,310.00 01 Z BRG. NORTH ABUTMENT — END OF BRIDGE EL. 890.00 -\ r7 I to LO I _ _ r - I LO APPROACH PANEL 10 CY HEAVY RIPRAP AND GEOTEXTILE FABRIC TYP. AT EACH ABUTMENT W.P. "A" q PEDESTRIAN BRIDGE & WORKING LINE I -- (L CHANNEL GENERAL PLAN 0' 4' 8' 1 I 898 2:1 888 ii PILE GENERAL ELEVATION PREFABRICATED TRUSS BRIDGE 4:1 • .d i 10' -O" (L BRG. SOUTH ABUTMENT 'APPROACH PANEL END OF BRIDGE ELEV. 890.00 PROPOSED GRADE at PILE 0' 4' 8' BRIDGE PROFILE ' ' I Sonestroo '" Rosene NEW HOPE, MINNESOTA h FIGURE 7 Associates NORTHWOOD LAKE IMPROVEMENTS K: \34 \s4er2 \34202F1D.DWG MARCH 1997 COMM. 34202 4:1 4 ' N ~ 2' -6" 18" THICK CHANNEL r BERM RIPRAP 0' -0 ° GEOTEXTILE FABRIC Landscaphig Objectives • Buffer neighboring residence from active areas of the park. • Create natural or passive areas distinct from groomed or active areas. • Create water systems in the stream corridor to facilitate water cleansing. description The general landscaping scheme is shown in Figure 1. Plantings specific to the stream and ponds are depicted in Figure 5. The majority of the existing park is mowed and maintained. The proposed landscaping will include areas of wild flowers and native prairie grasses. These species combined with tree and shrub plantings in specific areas will provide buffers at the edges of the park. Plantings within water treatment ponds and along the stream are discussed in the respective sections. Emphasis is placed on the aesthetic features of the stream corridor as well as the ability of the vegetation to accomplish water quality improvement. Estimated Cost Base Subtotal Alternate 50 EA Assorted trees @ $250 /ea. 100 EA Assorted shrubs/bushes @ 40 /ea. 1.0 AC Prairie grass /wild flower mix @ 5,000 /ac. Subtotal + 5% Contingency Alternate Subtotal Total Landcaping Cosa $0 $12,500.00 4,000.00 5.000.00 $21,500.00 1.075.00 $22,575.00 $22,575.00 36 • Appendix e� � Interim Strateay to Reduce Nonpoint SOUrce Pollution L-- to All Metropolitan Water Bodies Nov. 1, 1992 Jack Frost Steven Schwanke Metropolitan Council Mears Park Centre, 230 E Fifth St, St. Paul, MN 55101 Publication No_ 640-92 -117 WATER QUALITY IMPLEMMENTATIQN S'T1:Z_ATEt7Y SURFACE WATER MANAGIIM]ENT NONPOINT SOURCE POLLUTION TO ALL METROPOLITAN WATERS Summary of The Policy Issue In 1990 the U.S. Environmental Protection Agency (EPA) and the Minnesota Pollution Control Agency (12CA) agreed on a goal to reduce nonpoint source pollution in the Minnesota River by 40 percent from pre -1980 levels. The two agencies have set 1996 as the target date to achieve this goal. To accomplish this goal, current land development and agricultural practices must be altered to restrict nonpoint source pollutants from entering area water bodies. While the Minnesota River may be an acute case of water quality degradation due to nonpoint source pollution all water bodies in the seven county area are impacted to some degree by human activities in both urban and rural areas. The Mississippi River, especially in the Spring Lake and Lake Pepin area, is severally impacted by excessive algal growth_ A major inter -state and federal study is currently being conducted to identify the causes of the excessive algal growth- However, it is known that nutrients, nitrogen and phosphorus, from whatever source are the prime cause of excessive algal growth. Bath the State of Wisconsin and the U.S. Environmental Protection Agency are attempting to get the MPCA to impose phosphorus limits on the Metropolitan Plant in St Paul as a means to reduce the algal growth. If phosphorus limits are imposed on the Metropolitan Plant this could result in capital expenditures of $80 to 360 million. Since phosphorus is found in surface water runoff it may be more cost effective to control nonpoint sources of runoff and have a more beneficial impact on the river than by controlling point sources of phosphorus. To address the acute problems on the Minnesota River, the Council developed an interim strategy for communities in the Minnesota River basin. This strategy incorporated basic water quality management practices that will improve the water quality of the area water bodies. During the public participation process in developing these strategies, it became clear that these same interim strategies were appropriate for all local governments in the seven county area. A consistent and equitable policy is established to apply these strategies metro-wide- The Problem The Metropolitan Council has documented an increase of nonpoint source pollution to area water bodies. These added pollutants reduce the recreational value and accelerate the eutrophication of area water bodies. The increase of nonpoint source pollutants to area water bodies can be traced to two primary sources: land development and agriculture practices. Land development or urbanization, generally increases both the volume of runoff as well as the concentration of pollutants in the runofE This happens with the conversion of land to hard surfaces and by the destruction of wetlands. Detention ponds or artificial depressions can help mitigate these impacts. The best designed ponds, however, will not reduce the increased volume of runoff following urbanization nor will they totally remove the additional pollutants following urbanization. An increase in runoff volume, total phosphorus and other pollutants are the results of urban development. Agriculture is the predominant land use in a large portion of the seven county area and t s a Pollutants- Nonpoint source pollution from agriculture occurs major contributor of noapoiut source p _ as a result of intensive land cultivation and h Pm tin es and herb cides; and animal waste a soil erosion; agriculture supplements such nutrients, PeS chance the aquatic products. Each of these sources fill area water bodies smothering aquatic life, chan, q environment by limiting light penetration of the water, and result in the transmission of toxins to area water bodies. The Twin Cities Metropolitan Area is fortunate aesthetic and educational benefits envied by other water bodies provide the area with recreational, parts of the United States. Preservation of these w�bodies me5 to r� an nhanc° the a major component of the Council s planning cram and h lans. Policy 7 of the the environment can be found in �an Council: ms's major system po P MDIF' states that the Metropo supports the maintenance of environmental qty throughout the region and will support programs or strategies to maintain or improve the natural environment (page 16). Reducing nonpoint source pollution to area water bodies has a number of positive outcomes. Reduced nonpoint source pollution has an overall posi allows fishableanedswimable water bodies• water quality in lakes, wetlands and floodpiams and Water resource management has historically focused on point sources such as wastewater treatment plants and industrial facilities- Efforts to reduce pollution from point sources has been effective. pollution abatement is the nest challenge that must be addressed to ensure that Nonpoint source Po htan area are proms water bodies in this metropo Legislative and Policy Structure For Addressing the Nonpoint Source Pollution Problem Fzdsting The Minnesota Legislature Two pieces of legislation have been passed in the � �� that set a framework for addressing the pollution issue. gowever, it w ill take several years to put this framework in place and wi l source po revise their surface water management plans and and will require local governments to e xtensiv ely activities. Watershed planning legislation Management prganizations (WhiO) to prepaze In 1982 legislation was passed requiring Watershed Under this legislation each WMO is to prepare watershed plans that addressed water quality and identifies alternatives for improving a plan that states objectives and policies for water Anus are to be reviewed by the Metropolitan water quality and methods of implementation. These p Council "in the same manner and with the same- authority and effect as. provided for the council's " (Minnesota Statutes, section 1035231 review of the comprehensive plans of local government units subd. 8 (1990)). The Council is required to determine whether the watershed plan conforms with the management objectives and target Pollution loads stated in the Councl's water resources p prepared pursuant to Minnesota Statutes, section 473.157_ Local government planning As a part of the WMO planning process described under Minnesota Statutes, section 103B201, each local government will be required to prepare a local water management plan, capital improvement program and official controls necessary to implement the watershed plan- As part of the local water management plan, the local government will need to define water quantity and quality protection methods adequate to meet performance standards established in the watershed plan. Local governments will also be required to amend their local comprehensive plans to reflect the contents of the watershed plan. Local governments will have two years to amend their comprehensive plans from the time the WMO planning process is complete. Under rules currently proposed by the Board of Water and Soil Resources (BWSR), WMOs have until 1995 to complete their plans. The earliest local governments are required to revise their comprehensive plans is 1997. It could take several years beyond 1997 to implement local government plans. The second piece of legislation is Minnesota Statutes, section 473.157, that requires the Metropolitan Council to prepare a water resources plan that includes management objectives and target pollution loads for watersheds in the metropolitan area- From this plan WMOs will advise local governments of their target pollution loads. Local governments will. revise their stormwater management plans to include implementation steps that assure the target pollution loads are met. The Metropolitan Council has set as a priority developing the target pollution loads for watersheds tributary to the Minnesota River. This is a priority because of the urgency to meet the EPAITY2CA reduction goal of 40 percent by 1996. Target pollution loads for Bevens, Carver, Chaska and Sand Creek watersheds will be developed by 1992 Pollution loads for other watersheds in the Minnesota River Basin will be developed by mid -1993. The Council will also be actively pursuing the development of target pollution loads for all watersheds in the Twin Cities Metropolitan Area. The lnnesota Pollution Control Agency In accordance with the Clean Water Act, Section 319, the MPCA is charged with developing a state- wide strategy -for addressing nonpoint pollution. This plan is a four year plan developed in 1990 and is periodically updated as new information becomes available. This strategy both targets and priority-es problem areas and develops a management plan for addressing these problem areas. The management plan looks at both a voluntary and a regulatory approach to addressing problems. The state plan is also required to develop various approaches to funding problem solutions from federal state and local sources. VOTIB . t . The Board of Water and Soil Resources is the primary state agency responsible for surface water planning and is the lead agency responsible for carrying out many of the administrative aspects of the recently passed Wetland Conservation Act of 1991, better ]mown as the "no-net loss" legislation. The act provides landowners with three options for preserving or enhancing wetlands: the wetland preservation areas option; the permanent wetland preserves option; and the wetland establishment and restoration program, If a land use practice requires the taldng of a protected wetland the legislation requires a 1:1 and a 2:1 mitigation of wetlands in rural and urban areas respectively. Wetlands perform essential hydrologic and water quality functions such as lowering of flood peaks, providing interchange between surface water and groundwater, and filtering and absorbing pollutants. Because of these functions, wetlands are critical for reducing nonpoint source pollution to area lakes and rivers. The Metropolitan Council In September, 1988 the Metropolitan Council adopted its Water Resources Management Wastewater Treaent and H tm andling Policy Plan (hereafter the policy plan). Local governments were notified of the policy glare contents in the April, 1989 systems statement and pursuant to the Metropolitan Land Planning Act, had nine months to amend their comprehensive plans. The need to reduce nonpoint source pollution, to especially the Minnesota River Basin, through regulating land development is well documented in the Council's policy plan. However, because of the potential that nonpoint pollution may impact MWCC wastewater treatment plants effluent limits in the future the Council adopted Policy 1 -1 of the Council's Wastewater Trwvne:t and Handling Polity Plan which states: Mtreatment levels required for wastewater treatment plants in the metropolitan system should clearly recognize the need to control both point and nonpoint sources of pollution from within and outside the Metropolitan Area (p- 9). _Me Council has ac ti Ye ly pursued the implementation of its policy to reduce nonpoint source pollution to area water bodies. The Council's policy plan outlines the responsibilities for implementing policy 1 -1. These include, but are not limited to: 1_ working with watershed management organizations (WMOs) and the MPCA on monitoring and managing nonpoint source pollution programs; and, 2, evaluating the efforts of WMOs and local governments. to control nonpoint source pollution and their impact on river water quality and effects on treatment plant effluent limits. (p. 10) The Council has also used its authority under the Metropolitan Land Planning Act of 1976 to review and comment on comprehensive plan amendments and environmental reviews to implement its policy on reducing nonpoint source Po ll u tion. These comments have generally focused on the need to reduce nonpoint source pollution and the possible tools that may be used to accomplish this task. In addition to policy 1 -1 of the Council's Water Resources Management Pte, Par' 1, the Council has two other policies addressing the environmental effects of nonpoint source po'� on and water quality_ The Council's Water Resources Management Plan, Part 3 states in po licy its numerous review and approval authorities; will preserve all protected The Council, through associated wetlands, channels, floodplains and unprotected natural watercourses — including and shoreiands — to enhance water quantity and quality and to preserve their ecological functions (page 3-26); Policy 3-6 of the same policy plan states: The Council, in conducting its project approvals and reviews, will protect the utility of the region's water and related laud resources and seek their restoration, where needed. Any action that threatens the viability of the water and related resource will be negatively reviewed (page 3 -30). a Proposed Interim Strategy An interim strategy is needed to address both the nonpoint source pollution issue and to implement the Council's policy 1 -1 of the Wastewater Treatment and Handling Policy Plan, Part I, policies 3-4 and 3-6 of the Council's Water Resources Management Plan, Part 3. The Council is committed to working with WMOs and local governments through the planning process outlined in Minnesota Statutes, section 103B.201. The Council also recognizes its responsibility to prepare and adopt a water resources plan that includes management objectives and target pollution loads for watersheds in the metropolitan area pursuant to Minnesota Statutes, section 473.157. In order to prepare the plan the Council had to prioritize its work schedule. Since the Minnesota River has been identified as having an acute problem with nonpoint source pollution this area will be addressed first and form the framework for dealing with nonpoint source pollution on a metropolitan wide basis. It will take several years for the Council, WMOs and local governments to prepare and implement the above referenced plans. In the interim, steps should be taken that allows local governments and WMOs to take immediate action to reduce the adverse impacts of nonpoint source pollution on area water bodies. As part of their planning efforts, local governments will need to adopt measures that implement nonpoint source pollution reduction strategies. Local governments will need to amend existing Capital Improvement Plans and local regulations to ensure the fmancing and long -term management and maintenance of ponds and wetlands receiving stormwater runoff- The Metropolitan Council recognizes that implementation is an important issue for local. government and for the long- term effectiveness of any effort to reduce nonpoint source pollution. This interim strategy is a minimum that the Council will accept as part of any local government comprehensive plan. It should be recognized by local governments that more comprehensive revisions to stormwater plans may be required once the Council and WMOs complete their planning under Minnesota Statutes, section 103B. M1 and 473 -157 in order to meet water quality goals. 1. Local governments throughout the metropolitan area must adopt design standards for new stormwater ponds that will reduce the con taminan t loadings from surface water runoff One set of design criteria that is widely accepted is from the National Urban Runoff Program (NURP). Appendix A is attached and describes NCTRP designed pond performance standards These criteria, or similar specifications which are equally effective, should be incorporated in the stormwater plan of every local government in the metropolitan area. At the present time, this policy does not-direct the retrofitting of existing stormwater ponds. 2. Local governments in the metropolitan area must also include in their stormwater plans the MPCA's urban "best management practices," titled Protecting Water Quality in Urban Are= or an equivalent set of standards. These standards are to be used for all new or redeveloped land development. These local governments must also notify their residents of ways to implement "best management practices' and available resources, if additional information is needed. Z. All local governments in the metropolitan area must adopt the Department of Natural Resource shoreland regulations as found in the Statewide S� Regulations or Ma nagement Paaz Of Shoreland Areas as Pre= b9 the timeline in (Minn Local - 6120.3900) and consist D NR to iraplementatiOn most effective to gO9eraments should work with implement the DNWs shcreiand regulation& eats in the metropolitan area must adopt as part of their 4. All local governor comprehensive plans and official controls should measur t h e a ff ec t e d Watershed January 1,. 1993. Each local governor Management Organizations of its intentions to comply with items 1 and 2. _ After January 1,1993, the Council may require modification of plan amendments that i land use activities that would generate surface water runoff, unless the local government has adopted the interim measures describe l g h I T a e Council wdl not require a plan modification regarding non po int source o it a local government has adopted NURP standards and MPCA's "best manag practices by January 1, 1993 and is following the DNR's shoreland regulation implementation strategy - 6. The Metropolitan Council will continue to develop target pollution loads for all watersheds in the Twin Cities Metropolitan Area. 7. The Association of Metropolitan Municipalities will advise its member cities of the urgent need to implement runoff and land management prattle that improve the quality of direct and indirect runoff discharges to area water bodies. g. 'The Metropolitan Council and the Association of Metropolitan Municipalities will work with State of Minnesota agencies to reduce nonpoint source pollution to area water bodies in Greater Minnesota- ,itan Council and the Association of Metropolitan Municipalities will 9_ The Metropo monitor the effectiveness of the above - mentioned interim steps to address e nonpoiat source pollution problem in the metropolitan area- TYPICAL WET DETENTION POND PERFORMANCE Suspended Solids Oxygen Demand Total Phosphorus Dissolved Phosphorus Nitrate Nitrogen Kjeldahl Nitrogen Copper Lead T'nc 20 4C 50 8n 100 - PERCENT REMOVAL F7 0 FRITel TiMM Pond and Stream Plant�lgs Wetland Plants Common Name Scientific Name Quantity Giant Burr -Reed Sparganium eurycarpum 100 Softstem Bullrush Scirpus validus 100 River Bullrush Scirpus fluviatalis 100 Pickerel Weed Pondederia cordata 100 Broad - leaved Arrowhead Sagittaria latifolia 100 Rice Cut Grass Leersia oryzoides 100 Sedge Meadow Plants Common Name Scientific Name Quantity Wool Grass Scirpus cyperinus 40 Lake Sedge Carex lacustris 20 Bottlebrush Sedge Carex comosa 20 Marsh Milkweed Asclepias incarnata 10 Blue -flag Iris Iris versicolor 10 Monkey Flower Mimulus ringens 10 Wet Meadow Plants Common Name Scientific Name Quantity Tall Manna Grass Glyceria grandis 20 Fringed Brome Bromus kalmd 20 New England Aster Aster novae - angilae 10 Sneezeweed Helenium autumnale 10 Tall Blazing Star Liatris pycnostachya 10 r B7oneset Eupatorium perfoliatum 10 Short Prairie Seed Mixture* (One Acre at 16 lbs/ acre) Forbs (8.0 lbs total) OZ. Nodding Onion 3.2 Smooth Blue Aster 1.6 Canadian Milk Vetch 0.96 White Wild Indigo 2.88 Cream Wild Indigo 3.2 Prairie Coreopsis 1.6 Midland Shooting Star 1.6 Pale Purple Coneflower 17.6 Purple Coneflower 6.4 Rattlesnake Master 6.4 Bottle Gentain 1.6 Cream Gentain 1.6 Prairie Blazing Star 12.8 Wild Quinine 7.36 Foxglove Beardtongue 3.2 Purple Prairie Clover 6.4 Prairie Phlox 1.6 Mountain Mint 1.6 Black -eyed Susan 1.6 Brown -eyed Susan 3.2 Ohio Spiderwort 6.4 Golden Alexanders 3.2 Grasses (8.0 lbs total)OZ. Little Bluestem 24.0 Side -oats Grama 24.0 Prairie Brome 16.0 Northern Dropseed 16.0 Virginia Wild Rye 16.0 *Prairie Moon Nursery Mix #SGM or approved equal Tall Prairie Seed Mixture* (0.25 Acre at 161bs /acre) Forbs (21bs total) OZ. New England Aster 0.4 Canadian Milk Vetch 0.4 White Wild Indigo 0.8 Purple Cone Flower 3.2 Rattlesnake Master 2.4 Early Sunflower 0.4 Prairie Blazing Star 2.4 Wild Bergamot 0.8 Wild Quinine 2.0 Foxglove Beardtongue 0.8 Purple Prairie Clover 1.6 Yellow Coneflower 0.8 Black -eyed Susan 0.8 Sweet Black -eyed Susan 0.24 Brown -eyed Susan 1.2 Rosin Weed 0.4 Compass Plant 1.2 Prairie Dock 0.8 Stiff Goldenrod 0.4 Ohio Spiderwort 1.6 Culver's Root 0.16 Golden Alexanders 1.2 Grasses (21bs total) Oz. Big Bluestein 6.0 Canadian Wild Rye 4.0 Virginia Wild Rye 2.0 Indian Grass 12.0 *Prairie Moon Nursery Mix #TGM or approved equal OFFICIAL FILE COPY C D M ffs OCU IEN - gn M Vtorm Sewer, Ponding ani Park Improvements 1 0 1 1 A 4-1 RM3U I =s June, 1997 City Project No. 498 File No. 34148 Bonestroo Rosene Anderlik & Associates �ngineers & Architects Bonestroo Rosene Bidder Total Base Bid Address Telephone No. Anderilk & Associates Engineers & Architects L City, State, Zip Fax No. ADDENDUM NO. I NORTHWOOD LAKE PARK IMPROVEMENTS NEW HOPE, MINNESOTA FILE NO. 34148 June 12, 1997 Opening Time: 11:00 A.M., C.D.S.T. Opening Date: Wednesday, June 18,1997 Refer to attached REVISED PROPOSAL for additions, deletions, and changes. 20. The City has elected not to utilize CDBG Funds to finance a portion of this project. Therefore requirements associated with this funding are not required. 24. BOARDWALK: In the event the City elects not to include the boardwalk bridge in the construction, Pond 3 will be reduced in size approximately 0. 1 acres (0.49 ac. to 0.39 ac.) and the 27" storm sewer pipe shall be increased in length approximately 68', which is accounted for in the revised proposal. In the event the City elects to include the boardwalk in the construction, an 18" storm sewer pipe shall be extended from CBMH 105 to the west and connect to the existing 15" storm sewer pipe in the east curb line of Boone Avenue. The storm sewer system from CB 111 to Pond 1 shall be deleted. The percent of grade for the storm sewer system from Pond 3 to CBMH 105 shall be 0.24% such that the depth of CBMH 105 shall be approximately 1.0 deeper. The extra depth is required to connect to the existing 15" storm sewer in Boone Avenue. The quantity adjustments are noted in the revised proposal. 34148AI.spc Al-1 Sheet — Bridge C, General Plan: Change length of bridge from 90'-0" to 90'-2". Change coordinate of south abutment from: N1066559.11 , E2783503.17 to: N1066558.99, E2783503.05. If you have questions on this project, please call Mark Hanson at 604-4838. BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 2335 WEST HIGHWAY 36 ST. PAUL, MINNESOTA 55113 (612) 636-4600 34148AI.spc Al-3 REVISED PROPOSAL NORTHWOOD LAKE PARK IMPROVEMENTS CITY PROJECT NO. 498 FILE NO. 34148 NEW HOPE, MINNESOTA 1997 Opening Time: 11:00 A.M., C.D.&T. Opening Date: Wednesday, June 18, 1997 Honorable City Council City of New Hope 4401 Xylon Avenue N New Hope, MN 55428 Dear Council Members: The undersigned, being familiar with your local conditions, having made the field - inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. - and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows: No. Item unit Qty- Unit Price Total Price Base Bid 2021.501 Mobilization LS 1 $ $ 2101.511 Clearing and grubbing - ravine area LS 1 $ $ 2101.511 Clearing and grubbing - park area LS 1 $ $ 2104.501 Remove CM pipe LF 370 $ $ 2104.501 Remove RC pipe LF 250 $ $ 2104.501 Remove concrete curb and gutter LF 400 $ $ 2104.501 Remove chain link fence LF 1,400 $ 14148pro(REV),wb2 P-1 2104.503 Remove concrete walk SF 1,500 $ $ 2104,503 Remove bituminous walk SF 44,700 $ $ 2104.505 Remove bituminous pavement SY 1,400 $ $ 2104.509 Remove concrete flared end section EA 1 $ $ 2104,509 Remove catch basin EA 3 $ 2104,509 Remove pedestrian bridge EA 6 $ 2104,509 Remove outlet structure EA 1 $ 0104,601 Salvage bleachers LS 1 $ 0104.601 Salvage riprap LS 1 $ 0104.601 Salvage frisbee golf accessories LS 1 $ 0104.601 Salvage and protect drinking fountain EA 1 $ 0104.602 Relocate bench EA 2 $ 2105.501 Pond #1 excavation - west of Boone Ave. CY 3,500 $ 2105.501 Common excay. - east of Boone Ave., within channel CY 7,300 2105.501 Common excay. - east of Boone Ave., outside channel CY 8,000 $ 2105.507 Subgrade excavation - Boone Avenue CY 200 $ 2105.515 Outlet structure excavation CY 600 $ 0105.603 Strip/pulverize - existing topsoil CY 3,700 $ 2105.521 Select granular borrow (CV) CY 1,600 $ 2105.521 Common borrow (LV) CY 1,000 $ 2105.526 Select topsoil borrow - off site (CV) CY 1,800 $ 0105.604 Red ball diamond rock TN 700 $ 0105.609 Geotextile fabric - Type V SY 500 0123,601 Street sweeper with pickup broom HR 30 $ 2211.501 Aggregate base, Class 5 - Boone Avenue TN 865 $ 2211.501 Aggregate base, Class 5 - trails TN 1,750 $ 0211.601 Coarse aggregate - construction entrance TN 100 2331.508 Type 41 wearing course mixture TN 125 $ 2331610 Type 31 binder course mixture TN 210 $ 2331.514 Type 31 base course mixture TN 290 $ 34146pro(REV).wU P-2 2331.518 Type 41 bituminous mixture for traits TN 500 $ $ 2357.502 Bituminous material for tack coat GL 150 $ 2452.507 12" C.I.P.C. steel piles delivered and driven - outlet structure LF 1,300 SP-1 Outlet structure LS 1 SP-2 Culvert foundation at outlet structure CY 33 SP-3 6" thick conc. distribution slab CY 7 SP-4 Prefabricated steel bridge "A" (40'x 10') LS 1 $ 2452.507 12" CIP.C. steel piles delivered and driven, bridge "A" LF 240 $ SP-5 Concrete abutment - bridge "A" EA 2 $ SP-6 Prefabricated steel bridge "C" (90'x 6') LS 1 $ SP-7 Concrete abutment - bridge "C" EA 2 $ 2412.511 Tx 3' PC concrete box culvert LF 90 $ 2412.512 7' x 3' PC concrete box culvert end section EA 1 0501.602 7' x 3' PC concrete 15 degree bend EA 2 2502.541 4" perforated PVC pipe drain LF 500 0502.601 Connect 4" PVC to structure EA 8 2503511 8" PVC, SDR 35, T- 9' deep, sanitary sewer LF 246 2503.511 12" PVC, SDR 35 LF 14 2503,511 12" RC pipe sewer, Design 3006, Class V LF 300 $ 2503.511 15" RC pipe sewer, Design 3006, Class V LF 48 $ 2503.511 18" RC pipe sewer, Design 3006, Class V LF 80 $ 2503.511 24" RC pipe sewer, Design 3006, Class rV LF 302 $ 2503.511 27" RC pipe sewer, Design 3006, Class III LF 725 $ 2503511 30" RC pipe sewer, Design 3006, Class III LF 277 $ 2503,573 27" concrete FES w/trash guard EA 2 $ 2503.573 30" concrete FES w/trash guard EA 1 $ 0503.602 Connect to ex. sanitary sewer pipe or MH EA 2 $ 0503.602 Construct bulkhead EA 4 0503.602 Connect to ex. storm sewer pipe or MH EA 4 0503.602 Connect 7 x 3 box culvert to ex. structure EA 2 14I4S P-3 0503,602 Plug and abandon sanitary pipe sewer EA 0503.603 Improved pipe foundation per 6" depth LF 0503.603 Televise sanitary sewer LF 0504.601 Lower 12" DIP WM at culvert crossing LS 0504.605 2" polystyrene insulation SY 2506.508 Standard 4'dia. MH, w/casting, Plate 1-01 EA 2506.508 Standard 5'dia. MH, w/casting, Plate 1-10 EA 2506.508 Standard 4'dia. CBMH, w/casting, Plate 1-16 EA 2506.508 Standard 5'dia. CBMH, w/casting, Plate 1-16 EA 2506.508 Sid. 2'dia. yard drain, w/casting, Plate 1001 EA 2506,508 Std. Tx 3' CB, w/casting, Plate 1-19 & 1-22 EA 2511.501 Random riprap, Class III CY 2511.511 Granular filter CY 2511.515 Geotextile filter fabric SY 2521.501 4" concrete walk - Boone Avenue SF 2521.501 4" concrete pavement - under player and 1,376 wood benches SF 2531.501 Concrete curb and gutter, Design B618 LF 0557.602 20' high galvanized backstop EA 0557.602 Removable 10' high galvanized backstop - 4 8' wide mounted in sleeves EA 0557.602 21' long aluminum bench EA 0563.601 Traffic control - Boone Avenue LS 0563.601 Maintain traffic on Boone Avenue LS SP-8 8' long wood bench EA SP-9 Field stone wall CY SP-10 Short prairie seed AC SP -11 Tall prairie seed AC SP -12 Sedge meadow seed AC SP-13 Wetland planting LS SP-14 Sedge meadow planting LS SP-15 Wet meadow planting LS 2 500 246 to 2 2 5 1 2 5 250 15 70 2,000 1,376 400 2 2 4 1 1 6 200 1.2 0.25 0.30 1 1 1 34149pro(REV),wU P-4 0564.603 Pavement markings, 4" solid yellow (double) LF 300 $ $ 0564.604 Zebra crosswalk - white paint SF 240 $ $ SP-16 Catch basin erosion control EA 13 $ $ 2573.502 Silt fence, heavy duty LF 2,000 $ $ 0573,601 Temporary construction fencing LF 4,000 $ $ 0573.603 Bale check LF 100 $ $ 2571.541 Transplant tree Tree 5 $ 2575501 Seeding AC 2.3 $ 2575.502 Seed Mixture 500 LB 230 $ $ 2575.505 Sodding type lawn SY 38,000 $ $ 2575.511 Mulch material type 1 TN 4.6 $ $ 2575.519 Disc anchoring AC 2.3 $ $ 2575.331 Commercial fertilizer analysis TN 0.4 $ $ Total Base Bid Alternates A. Water stub for future irri gation: Connect to existing 12" water main EA 1 $ $ 8" gate valve and box EA 1 $ $ 12" x 8" tee fitting EA 1 $ $ 8" pipe plug EA 1 $ $ 8" water main, ductile iron, Class 52 LF 50 $ $ Total Alternate A - Water Stub $ B. Boardwalk bridae (40' long x 6' wide): Prefabricated floating boardwalk "B" LS 1 $ $ Concrete abutment EA 2 $ $ 18" RC pipe sewer, Design 3006, Class V LF 125 $ $ Delete 27" RC pipe sewer, Design 3006, Class IH LF 207 34 14?,pro(REV).wb2 P-5 Delete 15" RC pipe sewer, Design 3006, Class V LF Delete std. 4' dia. CBMH, with casting V wide x 6" thick concrete curb Plate 1-16 EA Delete std. 2' x 3' CB w/casting Plate 1-19 EA Delete 27" concrete FES w/trash guard EA Total Alternate B - Boardwalk C. Concrete between fields and below bleachers: 4" thick concrete pavement w/reinforcement SF Openings for trees EA Total Alternate C - Concrete Slab 48 2 V wide x 6" thick concrete curb 1 2,200 1 Reinforcement bars LF 3,400 12,200 3 D. Concrete maintenance curb below fenging: V wide x 6" thick concrete curb LF 2,200 Reinforcement bars LF 3,400 Total Alternate D - Maintenance Curb E. Galvanized fencing around two softball fields: 8' high galvanized fence, 6 gauge LF 220 Whigh galvanized fence, 9 gauge LF 1,200 $ 6' high galvanized fencing, 9 gauge LF 905 $ 6' high vehicular gate - double (12' wide) EA 2 $ Whigh foul pole EA 4 $ Total Alternate E - Galvanized Fencing F. Vinyl coating of fencing in lieu of galvanized LS 1 G. Additional Landscat)ing: Red twigged dogwood, #3 potted Tree is American viburnum, #3 potted Tree 9 3RsjAgpro(REV).wU P-6 Dwarf bush honeysuckle, #3 potted Tree Prince of wales juniper, #5 potted Tree Autumn brilliance serviceberry, I" ca. clump Tree River birch, 1-112" ca. clump Tree Autumn purple white ash, 2" ca, B & B Tree Northwood maple, 2" ca. B & B Tree White swamp oak, 2" ca. B & B Tree Black hills spruce, S & B Tree American linden, 2" ca. B & B Tree Total Alternate G - Landscaping H. Tx 3' PC concrete box culvert extension LF Alternate Bids A. Water stub for future irrigation B. Boardwalk bridge (40' long x 6' wide) C. Concrete between fields and below bleachers D. Concrete, maintenance curb below fencing E. Galvanized fencing around two softball fields F. Vinyl coating of fencing in lieu of galvanized G. Additional landscaping H. Tx TPC concrete box culvert extension Total Alternates 12 $ $ 14 3 8 4 4 9 20 12 138 34148pro(REV).wb2 P-7 The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefor, in the manner prescribed in the specifications. However, the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefor. Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of , which is at least five percent (5%) of the amount of my/our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfully submitted, Name (A Corporation) (An Individual) (A Partnership) Signer Title Printed Name of Signer 341 1, , . 82r0(REV),wb2 P-8 ADDENDUM No. 1 CBMH-102 to POND No. 2 NEW HOPE, MINNESOTA FIGURE 1 NORTHWOOD LAKE PARK IMPROVEMENTS CITY PROJECT No. 498 34 i 48F1 4.DWG 12 JUNE 1997 COMM. 34148 fig& "o-11 DESIGN GRADE OVER P PE Ex.MH' 'D O Ex. PROFILE OVER PIPE 9900.55 5 9()( CBMH-1 02 �MH 101 893.9 889.0 0 -01 89( 51'.-30." RCP POND NW--884.0 N o. 2 L 3: .9� @ 5 2% o - �22� -30 RCP 102'x RCP 88( C L. 3 @ 0.16 '7 CL. 3 @ _8' --30": FES 01:6%: w/10 C. Y. C L 3 RIPRAF 70 (D rr)87( e LiJ © O. CD 00 (D d . CD + co: co: + 00 : +m 60 —0 co 0 co co CNOO��86( ADDENDUM No. 1 CBMH-102 to POND No. 2 NEW HOPE, MINNESOTA FIGURE 1 NORTHWOOD LAKE PARK IMPROVEMENTS CITY PROJECT No. 498 34 i 48F1 4.DWG 12 JUNE 1997 COMM. 34148 fig& "o-11 q OF OULET STRUCTURE z 0 0 9 24'-47 z 1'- 0 OF BOX 0 SIDEWALK CULVERT PANELS TYP. 7 X 3 PRECAST BOX CULVERT SLOPE Q. "T. DOWN Typ. I TOP OF WEIR EL. 884.50 lo-cr WEIR OPENING TOP OF WALL EL. 865.50 OUTLET STRUCTURE PLAN 0 2 4 a SC&E IN FM A TOP OF WALL EL. 888.00 STONE TEXTURED FORM SURFACE . !LOTE'. 1. TOP OF WALL ELEVATIONS ARE SYMMETRIC ABOUT CENTER OF OUTLET STRUCTURE. 2. SEE SHEET S2 FOR SECTION A-A AND FOUNDATION/PILE PLAN 3. SEE CONSTRUCTION NOTES ON SHEET S8, 4. PROVIDE 2-#6 EA. FACE ADD REINF. AROUND BOX CULVERT ALL FOUR SIDES AND EACH CORNER. EXTEND REINF. 2'-Cr PAST OPENING. 5. REINF. ON WALLS WITH STONE TEXTURE SHALL BE 2" CLEAR FROM REVEAL IN TEXTURED PATTERN. A ELEVATION 0 2 4 �5U A FEET ;r X 2" STEEL TUBE 3/4" X 3/4 BARS 0 4 3/4 . D.C. 27 X Z' STEEL TUBE POST 0 8' D.C. MAX. Z' X 2" STEEL TUBE DETAIL B/Sl 12' CONC. STONE TEXTURED FORM SURFACE - #6 DOWELS 0 6r 12 I NX61910TIZall WEEP HOLE 2-#4 HAIRI X 2' LONG r STEEL RAILING DETAIL A/Sl SIDEWALK PANELS CONCRETE FILLED CAVITY #6 0 12' TYPICAL #6 DOWELS #6 o 1:r 12"o C.I.P.C. PILES a Lu m �w m� m OD a , 1 z LAJ 6 :2 z Lu 0 > 0 x w J IAJ (L Z LU w Q- ) C = I r 0 0 0 0 M • z 1Na i!;' �, � ��) S.A.P. 182-101-13 SCHEDULE OF QUANTITIES FOR ITEM OUTLET STRUCTURE UNIT QUANTITY o 12" C.I.P.0 STEEL PILES DELIVERED AND DRIVEN LIN. FT. 1200 OUTLET STRUCTURE LUMP SUM I G; CONCRETE a 9-cr CULVERT FOUNDATION CY 33 DISTRIBUTION SLAB CY 7 o 2" STEEL RAILING VARIES VARIES 1-1- - ffll-m! TOP OF WALL EL. 888.00 STONE TEXTURED FORM SURFACE . !LOTE'. 1. TOP OF WALL ELEVATIONS ARE SYMMETRIC ABOUT CENTER OF OUTLET STRUCTURE. 2. SEE SHEET S2 FOR SECTION A-A AND FOUNDATION/PILE PLAN 3. SEE CONSTRUCTION NOTES ON SHEET S8, 4. PROVIDE 2-#6 EA. FACE ADD REINF. AROUND BOX CULVERT ALL FOUR SIDES AND EACH CORNER. EXTEND REINF. 2'-Cr PAST OPENING. 5. REINF. ON WALLS WITH STONE TEXTURE SHALL BE 2" CLEAR FROM REVEAL IN TEXTURED PATTERN. A ELEVATION 0 2 4 �5U A FEET ;r X 2" STEEL TUBE 3/4" X 3/4 BARS 0 4 3/4 . D.C. 27 X Z' STEEL TUBE POST 0 8' D.C. MAX. Z' X 2" STEEL TUBE DETAIL B/Sl 12' CONC. STONE TEXTURED FORM SURFACE - #6 DOWELS 0 6r 12 I NX61910TIZall WEEP HOLE 2-#4 HAIRI X 2' LONG r STEEL RAILING DETAIL A/Sl SIDEWALK PANELS CONCRETE FILLED CAVITY #6 0 12' TYPICAL #6 DOWELS #6 o 1:r 12"o C.I.P.C. PILES a Lu m �w m� m OD a , 1 z LAJ 6 :2 z Lu 0 > 0 x w J IAJ (L Z LU w Q- ) C = I r 0 0 0 0 M • z 1Na i!;' �, � ��) S.A.P. 182-101-13 - STEEL RAILING DETAIL A/S2 — DETAIL A/Sl STONE TEXTURE fSIDEWALK FORM SURFACE-'\L PANELS I 11�1� #6 a 1 TYPICAL 2 ,,, 3 1 1 u- \1 1 #6 0 12' 12 ro I 2 D ito CJ P.C. PILES TYP. a 6 DOWELS # 1�z a er q BOONE AVE 8'-0r WIDE CONC CULVERT FOUNDATION 6' THICK CONC. DISTRIBUTION SLAB X 8'-0' WIDE W/ #4 0 V-Er TRANSVERSELY &#50 BARREL lr ALONG THE 7' X 3' PRECAST BOX CULVERT INVERT NOTES: 1. BACKFILL OUTLET STRUCTURE AND BOX CULVERT WITH SELECT GRANULAR FILL. FROM BOTTOM OF EXCAVATION, EXTEND SELECT GRANULAR UP AND OUT AT 1:1. SOIL IN TOP 3 FEET OF BOONE AVENUE SHALL MATCH EXISTING SOIL 2. AT EXISTING SIDEWALK, FEATHER SELECT GRANULAR TO MATCH EXISTING. 3. SUBCUT BOX CULVERT AND FILL WITH SELECT GRANULAR SOIL AS DIRECTED BY GEOTECHNICAL ENGINEER. AVERAGE DEPTH OF SUBCUT IS 3 FEET. CONTROL POINT 4s 4--0r = 8'-0r 3-6 7*-0r I 4-0r - 8'-Or 3 SPACES 0 t 2 SP ES 0 3 SPACES 0 4'-0" 12'-0' 3'-6' 7'-0 4'-0' = 12'-0" �\\ I i ��� �Qi � I p i ICY --- - ------- PILES SYMMETRIC ABOUT. Q •-� —2—r— FOUNDATIONVILE PLAN 0 2 4 a 9-1270 C.I.P.C. PILES Z' STEEL RAILING DETAIL A/Sl SIDEWALK PANELS CAULK 3/4 EXP. .4 MATERIAL 4 < EXISTING CONC. STRUCTURE 7' X 3' PRECAST BOX CULVERT Gj do X g z R ms Rll 6 Li ou�1'mal IV t' T • DESIGN NOTES W R MATERIAL STRENGTHS: o 14 BATTERED CONCRETE f'c=4000 PSI 0 12"0 ClPt.. STEEL REINFORCEMENT f° = 60,000 PSI 0 PILES SPACED 0 EQUALLY FOUNDATION DATA. Z FOOTING TO BE SUPPORTED ON 12'O CJ.P.C. PILING, a: AND DRIVEN TO A MINIMUM BEARING VALUE OF 45 TONS PER PILE, 4 WHICH INCLUDES 15 TONS NEGATIVE SKIN FRICTION LOAD. 0 v i z PROVIDE CAP PLATE, 1/2' MIN. THICKNESS FOR EACH PILE. STRUCTURE QUAN. EST. LENGTH OULET 1 45 ACCENDUM NO 1. REVIEW 34148 S.A.P. 182-101-13 S28 3" DIA. HOLE IN LINTEL BEAM 2 -N0. 4 BENT BARS 0 1' -6" SPACING o� P 1s CULVERT TIES ARE TO BE 1" DIAMETER RODS. SEE STANDARD PLATE NO. 3145 FOR CONNEC DETAILS. (TYP.) �f NO. 4 LONG. o K I BAR (TYP.) 2" DIA. HOLE IN TOP OF END SECTION AND NO. 8 BAR 1' - -0" LONG D Z s 4" J I ® 4" BEVEL � a s I NOT REQUIRED IF HEIGHT h fS LESS THAN 4' -O" TWO CULVERT TIES ARE REQUIRED X Y SECTION 1 a SECTION 2 L Z SIDE ELEVATION NO CHAMFER N0. 4 LONGITUDINAL BARS REQUIRED ON 2' -6" LONG AND SPACED BOTTOM AT 1' -0" CENTER TO CENTER Nd OR EQUIVALENT WELDED WIRE FABRIC. TONGUE AND GROOVE JOINT DETAIL (BETWEEN END SECTIONS) 2 3" DIA. HOLES r*� .0 i 1 o DO WELS. NO. 4 1 ° -_c DR NO. 4 VERTICA0 1' -0" MAX. 5" "� 1 ._ c , CLR. z SECTION 3 DROPWALL (CAST -IN -PLACE OR At 2:1 0.192 IN /FT. NO.3 BARS 0 1' -O" SPACING (TYP.) 0.192 IN /FT.- 3" DIA. HOLES TWO PER DROPWALL (V � O Z_ MIN z 6 SEE FiG. 5- 395.101, FOR DIMENSIONS AND CONSTRUCTION NOTES, ®4" TONGUE EXCEPT AS NOTED. LONGITUDINAL REINFORCEMENT PARALLEL TO THE AXIS OF THE CULVERT OR GROOVE N � m ALL FACES OF THE BARREL, EXCEPT IN THE TONGUE AND GROOVE AREA. z J x D FINISH ALL EDGES OF CONCRETE WITH 1/2" OR 3/4" CHAMFER UNLESS m 2 -NO. 4 OTHERWISE NOTED. LONGITUDINAL rj BARS !!!!!) z SEE FIG. LIMITS OF EXCAVATION FOR DROPWALL TO BE APPROXIMATELY THE SAME AS DROPWALL DIMENSIONS. DROPWALL TO BE CONCRETE MIX NO. 1A43 OR 3Y43. FURNISHING AND �g 3" DIA. HOLE IN LINTEL BEAM 2 -N0. 4 BENT BARS 0 1' -6" SPACING o� P 1s CULVERT TIES ARE TO BE 1" DIAMETER RODS. SEE STANDARD PLATE NO. 3145 FOR CONNEC DETAILS. (TYP.) �f NO. 4 LONG. o K I BAR (TYP.) 2" DIA. HOLE IN TOP OF END SECTION AND NO. 8 BAR 1' - -0" LONG D Z s 4" J I ® 4" BEVEL � a s I NOT REQUIRED IF HEIGHT h fS LESS THAN 4' -O" TWO CULVERT TIES ARE REQUIRED X Y SECTION 1 a SECTION 2 L Z SIDE ELEVATION NO CHAMFER N0. 4 LONGITUDINAL BARS REQUIRED ON 2' -6" LONG AND SPACED BOTTOM AT 1' -0" CENTER TO CENTER Nd OR EQUIVALENT WELDED WIRE FABRIC. TONGUE AND GROOVE JOINT DETAIL (BETWEEN END SECTIONS) 2 3" DIA. HOLES r*� .0 i 1 o DO WELS. NO. 4 1 ° -_c DR NO. 4 VERTICA0 1' -0" MAX. 5" "� 1 ._ c , CLR. z SECTION 3 DROPWALL (CAST -IN -PLACE OR At 2:1 0.192 IN /FT. NO.3 BARS 0 1' -O" SPACING (TYP.) 0.192 IN /FT.- 3" DIA. HOLES TWO PER DROPWALL REINFORCEMENT WIDTH 1 At I Ab MPNIMUM TYP. 0 Ah REINFORCEMENT, SEE TABLE. SPLICES ALLOWED AT CL OF SPAN ONLY. ffl 11 APRON DIMENSIONS & Ah REINFORCEMENT F H ' L ! SE ION 1 h2 SECTION 2 h3 SECTION 3 h4 SECT 4 h5 NOTE. Ah IS AREA OF REINFORCEMENT PER FOOT OF LENGTH (IN /F?.). ADDENDUM NO " NOTES: 1-D" MIN SEE FiG. 5- 395.101, FOR DIMENSIONS AND CONSTRUCTION NOTES, EXCEPT AS NOTED. LONGITUDINAL REINFORCEMENT PARALLEL TO THE AXIS OF THE CULVERT SHALL HAVE A MINIMUM OF 0.06 SQUARE INCHES PER PERIPHERAL FOOT ON ALL FACES OF THE BARREL, EXCEPT IN THE TONGUE AND GROOVE AREA. J x D FINISH ALL EDGES OF CONCRETE WITH 1/2" OR 3/4" CHAMFER UNLESS o OTHERWISE NOTED. N uj Ut WITH MULTIPLE BOXES LOCATE DROPWALL JOINTS BETWEEN END SECTIONS. SEE FIG. LIMITS OF EXCAVATION FOR DROPWALL TO BE APPROXIMATELY THE SAME AS DROPWALL DIMENSIONS. DROPWALL TO BE CONCRETE MIX NO. 1A43 OR 3Y43. FURNISHING AND x INSTALLATION OF DROPWALL TO BE INCLUDED IN PRICE BID FOR END SECTIONS. DROPWALL NOT REQUIRED FOR NON- WATERWAY USE. ® CHECK LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. �3 FILL HOLE WITH GROUT. GROUT SHALL CONSIST OF 1 PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4 ". J 3' -6" TONGUE AND 3' -7" GROOVE FOR 6' -O" WIDE CULVERTS. — 5'-0" TONGUE AND 5' -1" GROOVE FOR CULVERTS OVER W -O" WIDE. CENTER TONGUE AND GROOVE ON (PF EACH APRON JOINT. — 8" REINFORCEMENT WIDTH 1 At I Ab MPNIMUM TYP. 0 Ah REINFORCEMENT, SEE TABLE. SPLICES ALLOWED AT CL OF SPAN ONLY. ffl 11 APRON DIMENSIONS & Ah REINFORCEMENT F H ' L ! SE ION 1 h2 SECTION 2 h3 SECTION 3 h4 SECT 4 h5 NOTE. Ah IS AREA OF REINFORCEMENT PER FOOT OF LENGTH (IN /F?.). ADDENDUM NO " "' t�j PLAN OF SQUARE LINTEL BEAM ( TONGUE OPTION SHOWN ) i . NOTES: GROUT SHALL CONSIST OF I PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4% Y DA HOLE THROUGH LINTEL BEAM AND 2* DIA. HOLE IN TOP OF WALL SECTION. PLACE N0.8 DOWEL, t' —O' LONG, IN HOLE AND FILL HOLE WITH GROUT. 1�� -1�— S' DIA. HOLE THROUGH CURB AND Z DIA. HOLE IN LINTEL BEAM. B401 B402 PLACE NO. 8 DOWEL. 1'—Or LONG. IN HOLE AND FILL HOLE WITH GROUT. CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE • FOR SPANS UNDER 10' USE NO. 8 BARS. FOR SPANS OF 10' TO 12' USE NO. 9 BARS. r � I�� n • V m CL ZWC4 T CL En (n 6 z 6 6.' z Z— IN 0 A m co "' t�j PLAN OF SQUARE LINTEL BEAM ( TONGUE OPTION SHOWN ) M W LINTEL BEAM REINFORCEMENT TABLE NOTES: GROUT SHALL CONSIST OF I PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4% Y DA HOLE THROUGH LINTEL BEAM AND 2* DIA. HOLE IN TOP OF WALL SECTION. PLACE N0.8 DOWEL, t' —O' LONG, IN HOLE AND FILL HOLE WITH GROUT. 1�� -1�— S' DIA. HOLE THROUGH CURB AND Z DIA. HOLE IN LINTEL BEAM. B401 B402 PLACE NO. 8 DOWEL. 1'—Or LONG. IN HOLE AND FILL HOLE WITH GROUT. CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE M W NOTES: GROUT SHALL CONSIST OF I PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4% Y DA HOLE THROUGH LINTEL BEAM AND 2* DIA. HOLE IN TOP OF WALL SECTION. PLACE N0.8 DOWEL, t' —O' LONG, IN HOLE AND FILL HOLE WITH GROUT. S' DIA. HOLE THROUGH CURB AND Z DIA. HOLE IN LINTEL BEAM. B401 B402 PLACE NO. 8 DOWEL. 1'—Or LONG. IN HOLE AND FILL HOLE WITH GROUT. CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. TONGUE AND GROOVE TO TERMINATE AT HAUNCH. FOR SPANS UNDER 10' USE NO. 8 BARS. FOR SPANS OF 10' TO 12' USE NO. 9 BARS. N1311 Bonestroo Rosene Bidder Total Base Bid Address Telephone No. Anderfik & Associates Engineers & Architects L-Jt'JkUL!AflLMfflY1Mr JL— City, State, Zip I Fax No. ADDENDUM NO. I NORTHWOOD LAKE PARK IMPROVEMENTS NEW HOPE, MINNESOTA FILE NO. 34148 June 12, 1997 Opening Time: 1100 A.M., C.D.S.T. Opening D. Wednesday, June 18,1997 9 0=1 I Refer to attached REVISED PROPOSAL for additions, deletions, and changes. 20. COMMINITY DEVELOPMENT BLOCK GRANT (CDBG): The City has elected not to utilize CDBG Funds to finance a portion of this project. Therefore requirements associated with this funding are not required. 24. BO LK: In the event the City elects not to include the boardwalk bridge in the construction, Pond 3 will be reduced in size approximately 0. 1 acres (0.49 ac. to 0.39 ac.) and the 27" storm sewer pipe shall be increased in length approximately 68, which is accounted for in the revised proposal. In the event the City elects to include the boardwalk in the construction, an 18" storm sewer pipe shall be extended from CBMH 105 to the west and connect to the existing 15" storm sewer pipe in the east curb line of Boone Avenue. The storm sewer system from CB 111 to Pond I shall be deleted. The percent of grade for the storm sewer system from Pond 3 to CBMH 105 shall be 0.24% such that the depth of CBMH 105 shall be approximately 1.0 deeper. The extra depth is required to connect to the existing 15" storm sewer in Boone Avenue. The quantity adjustments are noted in the revised proposal. 34148AI.spc Al-1 25. DM-102 TO POND 2: The attached 8-1/2 x 11 sketch revises the storm sewer profile from MH 102 to Pond No. 2. In addition, MH 102 will become a CBMH (Plate 1 -10, casting 8- 1642 - w/C grate). SPEC CATIONS Section 02360 - Steel Piles Paragraph 2.01.A. Add, "minimum wall thickness of piles shall be 0.25 inches. Section 02962 — BQ_x_C_u_1y_rr_t Add section included in this addendum. 171 UMMLYM Sheet S 1 & S2 -'The attached "revised" Sheets S 1 and S2 of 8 shall replace the old plan sheets. Changes Included: 1. Raising the top of weir elevation from 883.7 to 884.5. 2. Additional reinforcing. 3. Several notes regarding backfill, dowels, piles, etc. 4. Dimensions at various locations. Sheet S3 — Transverse barrel section: Provide 3" diameter hole, minimum, at each comer for post- tensioning cable. Provide 345 bars at each diagonal #5 bar located in each comer. Provide #4 @ 4" grid at each of post-tensioning anchorage location. Sheet SM & S3B of 8: The attached plan sheets provide information for the precast concrete box culvert end section. Sheet S4 — Bridge A, General plan: Change length of bridge from 40'-0" to 40'-2". Change coordinate of south abutment from: N1066843.69, E2783063.10 to: N1066843.54, E2783063.00. Sheet 54 — General Notes, Foundation Data: Change dead load from 3.3 to 6.8 and live load from 2.9 to 17.0. Remove "and piers" from note. Sheet—U — Schedule of quantities for entire boardwalk: Add the note, "flotation devices shall be sized to maintain an approximate level boardwalk at normal water elevation." She et S6 — Detail C/S6: Add note, "4 bolted connections at abutments" to steel bracket attached to 2 x 8-treated wood stringer. 34148A1.spc A1-2 Bridge C, General Plan: Change length of bridge from 90'-0" to 90'-2". Change coordinate of south abutment from: N1066559.11 , E2783503.17 to: N1066558.99, E2783503.05. If you have questions on this project, please call Mark Hanson at 604-4838. BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 2335 WEST HIGHWAY 36 ST. PAUL, MINNESOTA 55113 (612) 636-4600 34148AI.spc Al-3 Bonestroo item R osene Bidder Total Base Bid Unit Price Anderflk& Assodates Address Telephone No. Engineers &Archuects St. ftul • Mflwaukee City, State, Zi2 Fax No. REVISED PROPOSAL NORTHWOOD LAKE PARK IMPROVEMENTS CITY PROJECT NO. 498 FILE NO. 34148 NEW HOPE, MINNESOTA 1997 Opening Time: 11:00 A.M., C.D.S.T. Opening Date: Wednesday, June 18, 1997 Honorable City Council City of New Hope 4401 Xylon Avenue N New Hope, MN 55428 Dear Council Members: The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. - and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows: No. item Unit Qty- Unit Price Total Price Base Bid 2021.501 Mobilization LS 1 $ $ 2101.511 Clearing and grubbing - ravine area LS 1 $ 2101.511 Clearing and grubbing - park area LS 1 $ $ 2104.501 Remove CM pipe LF 370 $ $ 2104.501 Remove RC pipe LF 250 $ $ 2104.501 Remove concrete curb and gutter LF 400 $ 2104.501 Remove chain link fence LF 1,400 $ $ 34148pro(REV).wb2 P-1 2104,503 Remove concrete walk SF 1,500 $ 2104.503 Remove bituminous walk SF 44,700 $ 2104.505 Remove bituminous pavement SY 1,400 $ 2104.509 Remove concrete flared end section EA 2104,509 Remove catch basin EA 3 2104.509 Remove pedestrian bridge EA 6 2104.509 Remove outlet structure EA 1 0104.601 Salvage bleachers LS 1 $ 0104.601 Salvage riprap LS 1 $ 0104.601 Salvage frisbee golf accessories LS 1 $ 0104,601 Salvage and protect drinking fountain EA 1 $ 0104.602 Relocate bench EA 2 2105.501 Pond #1 excavation - west of Boone Ave. CY 3,500 $ 2105.501 Common excay. - east of Boone Ave., within channel CY 7,300 $ 2105.501 Common excay. -east of Boone Ave., outside channel CY 8,000 $ 2105.507 Subgrade excavation - Boone Avenue CY 200 $ 2105.515 Outlet structure excavation CY 600 0105.603 Strip/pulverize - existing topsoil CY 3,700 $ 2105.521 Select granular borrow (CV) CY 1,600 $ 2105.521 Common borrow (LV) CY 1,000 $ 2105.526 Select topsoil borrow - off site (CV) CY 1,800 $ 0105.604 Red ball diamond rock IN 700 $ 0105.609 Geotextile fabric - Type V SY 500 0123.601 Street sweeper with pickup broom HR 30 2211.501 Aggregate base, Class 5 - Boone Avenue TN 865 2211,501 Aggregate base, Class 5 - traits TN 1,750 0211.601 Coarse aggregate - construction entrance TN 100 2331,508 Type 41 wearing course mixture TN 125 $ 2331.510 Type 31 binder course mixture TIN 210 $ 2331.514 Type 31 base course mixture TN 290 $ 34148pro(REV).wU P-2 2331.518 Type 41 bituminous mixture for trails TN 2357.502 Bituminous material for tack coat GL 2452.507 12" C.I.P.C. steel piles delivered and 1,300 driven - outlet structure LF SP-1 Outlet structure LS SP-2 Culvert foundation at outlet structure CY SP-3 6" thick conc. distribution slab CY SP-4 Prefabricated steel bridge "A" (40'x 10') LS 2452.507 12" C.I.P.C. steel piles delivered and 2 driven, bridge "A" LF SP-5 Concrete abutment - bridge "A" EA SP-6 Prefabricated steel bridge "C" (90'x 6') LS SP-7 Concrete abutment - bridge "C" EA 2412.511 Tx YPC concrete box culvert LF 2412.512 7' x 3' PC concrete box culvert end section EA 0501.602 7' x 3' PC concrete 15 degree bend EA 2502541 4" perforated PVC pipe drain LF 0502.601 Connect 4" PVC to structure EA 2503.511 8" PVC, SDR 35, T- 9' deep, sanitary sewer LF 2503.511 12" PVC, SDR 35 LF 2503,511 12" RC pipe sewer, Design 3006, Class V LF 2503.511 15" RC pipe sewer, Design 3006, Class V LF 2503.511 18" RC pipe sewer, Design 3006, Class V LF 2503.511 24" RC pipe sewer, Design 3006, Class IV LF 2503.511 27" RC pipe sewer, Design 3006, Class III LF 2503.511 30" RC pipe sewer, Design 3006, Class III LF 2503.573 27" concrete FES w/trash guard EA 2503.573 30" concrete FES w/trash guard EA 0503.602 Connect to ex. sanitary sewer pipe or MH EA 0503.602 Construct bulkhead EA 0503.602 Connect to ex. storm sewer pipe or MH EA 0503.602 Connect 7 x 3 box culvert to ex. structure EA 500 $ $ 150 $ 1,300 1 33 7 1 240 2 1 2 90 1 2 500 8 246 14 300 48 80 302 725 277 2 1 2 4 4 2 34144pro(REV).wb2 P-3 0503.602 Plug and abandon sanitary pipe sewer EA 0503.603 Improved pipe foundation per 6" depth LF 0503.603 Televise sanitary sewer LF 0504.601 Lower 12" DIP WM at culvert crossing LS 0504.605 2" polystyrene insulation SY 2506,508 Standard 4'dia. MH, w/casting, Plate 1-01 EA 2506.508 Standard Ydia. MH, w/casting, Plate 1-10 EA 2506.508 Standard 4'dia. CBMH, w/casting, Plate 1-16 EA 2506.508 Standard 5' dia. CBMH, w/casting, Plate 1 -16 EA 2506.508 Std. 2'dia. yard drain, w/casting, Plate 1001 EA 2506,508 Std. 2'x 3' CB, w1casting, Plate 1-19 & 1-22 EA 2511,501 Random riprap, Class III CY 2511.511 Granular filter CY 2511.515 Geotextile filter fabric SY 2521.501 4" concrete walk - Boone Avenue SF 2521,501 4" concrete pavement - under player and 1,376 wood benches SF 2531.501 Concrete curb and gutter, Design B618 LF 0557.602 20' high galvanized backstop EA 0557.602 Removable 10' high galvanized backstop - 4 8' wide mounted in sleeves EA 0557.602 21' long aluminum bench EA 0563.601 Traffic control - Boone Avenue LS 0563.601 Maintain traffic on Boone Avenue LS SP-8 8' long wood bench EA SP-9 Field stone wall CY SP-10 Short prairie seed AC SP-11 Tall prairie seed AC SP -12 Sedge meadow seed AC SP-13 Wetland planting LS SP-14 Sedge meadow planting LS SP-15 Wet meadow planting LS 2 500 246 10 2 2 5 1 2 5 250 15 70 2,000 1,376 400 2 2 4 1 1 6 200 1.2 0.25 0.30 1 1 1 14148pro(REV).wb2 P-4 0564.603 Pavement markings, 4" solid yellow (double) LF 0564.604 Zebra crosswalk - white paint SF SP-16 Catch basin erosion control EA 2573.502 Silt fence, heavy duty LF 0573,601 Temporary construction fencing LF 0573.603 Bale check LF 2571.541 Transplant tree Tree 2575.501 Seeding AC 2575.502 Seed Mixture 500 LB 2575.505 Sodding type lawn SY 2575.511 Mulch material type 1 TN 2575.519 Disc anchoring AC 2575.331 Commercial fertilizer analysis TN Total Base Bid 1 Alternates 1 A. Water stub for future. irrigation: 1 Connect to existing 12" water main EA 1 8" gate valve and box EA 50 12" x 8" tee fitting EA 8" pipe plug EA 8" water main, ductile iron, Class 52 LF Total Alternate A - Water Stub B._ --Boardw-a-kbrkdge (40' long x 6' wide): Prefabricated floating boardwalk "B" LS Concrete abutment EA 18" RC pipe sewer, Design 3006, Class V LF Delete 27" RC pipe sewer, Design 3006, Class IH LF 300 $ $ 240 $ $ 13 $ 2,000 4,000 100 5 2.3 230 38,000 4.6 23 0.4 1 1 1 1 50 1 $ $ 2 $ $ 125 207 34148pro(REV).wK P-5 Delete 15" RC pipe sewer, Design 3006, LF Class V LF Delete std. 4' dia. CBMH, with casting LF Plate 1-16 EA Delete std. 2' x 3' CB w/casting Plate 1-19 EA Delete 27" concrete FES w/trash guard EA Total Alternate B - Boardwalk C. Concrete between fields and below bleachers: 4" thick concrete pavement w/reinforcement SF Openings for trees EA Total Alternate C - Concrete Slab D. Concrete maintenance curb below fencing: V wide x 6" thick concrete curb LF Reinforcement bars LF Total Alternate D - Maintenance Curb E--Ga—lvanized fe ncing around two softball fields: Whigh galvanized fence, 6 gauge LF 8' high galvanized fence, 9 gauge LF 6' high galvanized fencing, 9 gauge LF 6' high vehicular gate - double (12' wide) EA 18' high foul pole EA Total Alternate E - Galvanized Fencing F. Vinyl coating of fencing in lieu of gglyanized LS G. Additional Landsop�m: Red twigged dogwood, #3 potted Tree American viburnum, #3 potted Tree 31;,48pro(REV).wU P-6 48 $ $ 2 $ --$ $ $ $ 12,200 $ $ 3 $ $ 2,200 $ $ 3,400 $ $ 220 $ $ 1,200 $ 905 $ $ 2 $ $ 4 $ $ 1 $ -$ 18 $ $ 9 $ $ Dwarf bush honeysuckle, #3 potted Tree Prince of wales juniper, #5 potted Tree Autumn brilliance serviceberry, I" ca. clump Tree River birch, 1 - 1/2" ca. clump Tree Autumn purple white ash, 2" ca. B & B Tree Northwood maple, 2" ca, B & B Tree White swamp oak, 2" ca. B & B Tree Black hills spruce, 5'B & B Tree American linden, 2" ca. B & B Tree Total Alternate G - Landscaping H. Tx 3' PC concrete box culvert extension LF Base Bid Alternate Bids A. Water stub for future irrigation B. Boardwalk bridge (40' long x 6' wide) C. Concrete between fields and below bleachers D. Concrete maintenance curb below fencing E. Galvanized fencing around two softball fields F. Vinyl coating of fencing in lieu of galvanized G. Additional landscaping H. 7' x 3' PC concrete box culvert extension Total Alternates 12 $ $ 14 $ $ 3 8 4 4 9 20 12 138 3�' 148pro(REV).wb2 P-7 The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefor, in the manner prescribed in the specifications. However, the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefor. Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of , which is at least five percent (5%) of the amount of my/our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfully submitted, (A Corporation) (An Individual) Name (A Partnership) Signer Title Printed Name of Signer -34 !, 8:)ro(REV).wb2 P-8 ADDENDUM No.1 CBMH-102 to POND No. 2 NEW HOPE, MINNESOTA FIGURE 1 NORTHWOOD LAKE PARK IMPROVEMENTS CI TY PROJECT No, 498 34 1 48F1 4. DWG 12 JUNE 1997 COMM. 34148 Proposal Receipt of Materials Form Contractor/Subcontractor Certification Section 3 Form Equal Employment Opportunity Certification HUD 4010 Federal Labor Standards Provisions Federal Wage Decision (Prevailing Wage Rates) Equal Employment Opportunity Packet Special Provisions 02050. Site Demolition and Removals 02200, Site Earthwork 02221 Excavating, Backfilling and Compaction for Utilities 02231. Crushed Aggregate Base Course 02360, Steel Piles 02510. Plant Mixed Bituminous Pavement 2573. Temporary Erosion Control 02580. Pavement Markings 02661. Water System 02720. Sanitary and Storm Sewers 02830. Chain Link Fence 34148 T-1 02890. Prefabricated Steel Bridge 02895. Floating Boardwalk 02930. Turf Establishment 03100. Concrete Formwork 03200. Concrete Reinforcement 03300. Cast-In-Place Concrete Construction Bar Schedule Form Boring Logs Supplemental Conditions of the Contract Conditions of the Contract I hereby certify that this plan and specification was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Date: June 6, 1997 Reg. No. 16610 Z� fa • 1•• 7 Reg. No. 17383 34148 T-2 Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue, until 11:00 A.M., C.D.S.T., on Wednesday, June 18, 1997, at which time they will be publicly opened and read aloud for the furnishing of all labor and materials and all else necessary for the following: Northwood Lake Park Improvements Consisting of the following approximate quantities: 32,000 CY Common Excavation for Park, Ponds and Channel 240 LF 7' x 3' Box Culvert 1 EA Concrete Outlet Structure 2,200 LF Piling 1,700 LF 12" to 30" RCP Storm Sewer 17 EA Manhole or Catch Basin Structure 450 CY Rock Riprap 2 EA Prefabricated Steel Bridge 1 EA 40'x 10' Boardwalk 60,000 SY Sodding 2 AC Wetland Plantings, Prairie Seeding Plans and specifications, proposal forms and contract documents may be seen at the office of the City Clerk-, New Hope Minnesota, and at the office of Bonestroo, Rosene, A. & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113,(6U) 636-4600, Each bid shall be accompanied by a bidder's bond naming the City of New Hope as obligee, certified check payable to the Clerk of the City of New Hope or a cash deposit equal to at least five percent (5%) of the amount of the bid, which shall be forfeited to the City in the event that the bidder fails to enter into a contract. The City Council reserves the right to retain the deposits of the three lowest bidders for a period not to exceed 45 days after the date and time set for the opening of bids. No bids may be withdrawn for a period of forty-five (45) days after the date and time set for the opening of bids. Payment for the work will be by cash or check. Contractors desiring a copy of the plans and specifications and proposal forms may obtain them from the office of Bonestroo, Rosene, Anderlik & Associates, Inc., upon payment of a non-refundable fee of $30.00. See "Information to Bidders" for plan/specification fee policy. The City Council reserves the right to reject any and all bids, to waive irregularities and informalities therein and further reserves the right to award the contract to the best interests of the City. Daniel Donahue, Manager City of New Hope, Minnesota 34148ad 1. BID PROCEDURE: Each planholder has been furnished a specification, plan set and one extra proposal. Bids shall be submitted on the separate Proposal Form designated "BID COPY". The Proposal containing the bid shall be submitted in a sealed envelope. FMWU a) Plans and specifications shall only be available on a non-refundable, per pi basis, with all contractors and vendors being charged the same. Planholder may obtain more than one set of plans and specifications for the stipulated amount, however, all are non-refundable. I HE IL I'm, n2 LAM This is a federally assisted construction project. Therefore, all construction participants mus comply with the provisions of the Federal Labor Standards and the applicable Federal Wage Decision. Specific forms, certifications and reports are required to be submitted under these provisions. Failure to meet these requirements may result in penalties, including witholding payment. I Further, where any contract involved in the project is equal to or greater than $10,000, the affected contractor(s) or subcontractor(s) must comply with Equal Employment Opportunity obligations as directed in the bid document. Fair Labor Standards (HUD 4010) The contractor and all subcontractors shall comply with all provisions of the Federal Fair Labor Standards provisions which are included in these project specifications. 34148 0 1997 Bonestroo, Rosene, Anderlik & Associates, Inc. Section 3 CoMpliance Certification Form To the greatest extent feasible, opportunities for training and employment will be given to lower- income residents and contracts for work be awarded to business concerns located in or owned by persons residing in the project area. Eaual Ern Cep ortunitv The contractor, subcontractor and material supplier with contracts of $ 10,000 or more must comply with provisions of the Equal Employment Opportunity Provisions included in these project specifications. Preconstruction Conference A preconstruction conference will be held prior to the start of construction. Payroll Reporting Weekly payroll reports (WH-347) must be Submitted to Hennepin County or its designee within seven days of the end of the payroll period. 6. The following forms must all be submitted with bid: a. Reciept of Materials. b. Contracot/Subcontractor Certification. C. Section 3 of the Housing and Urban Development Act of 1968 • Equal Employment Opportunity Compliance Certificate. lmzommffll�1111 � 34148 0 1997 Bonestroo, Rosene, Anderlik & Associates, Inc. Bonestr Item ose Bidder: Ames Construction, Inc. Total Base Bid $896,957.10 Unit Price Anderlik Associates Address: 14420 County Road 5 Telephone No. 612 435 -7106 gineers & Architects t.Pau • M 1 waukee City, State, Zip: Burnsville, Minnesota 55306 Fax No. 612 435 -7142 NORTHWOOD LAKE PARK IMPROVEMENTS CITY PROJECT NO. 498 BRA FILE NO. 34148 NEW HOPE, MINNESOTA 1997 Opening Time: 11:00 a.m., C.D.S.T. Opening Date: Wednesday, June 18, 1997 Honorable City Council City of New Hope 4401 Xylon Avenue New Hope, MN 55428 Dear Council Members: The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda No. 1 and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows: No. Item Unit Qty. Unit Price Total Price Base Bid 2021.501 Mobilization LS 1 75,000.00 75,000.00 2101.511 Clearing and grubbing - ravine area LS 1 7,000.00 7,000.00 2101.511 Clearing and grubbing - park area LS 1 7,000.00 7,000.00 2104.501 Remove CM pipe LF 370 6.00 2,220.00 2104.501 Remove RC pipe LF 250 6.00 1,500.00 2104.501 Remove concrete curb and gutter LF 400 3.00 1,200.00 2104.501 Remove chain link fence LF 1,400 1.50 2,100.00 2104.503 Remove concrete walk SF 1,500 1.00 1,500.00 2104.503 Remove bituminous walk SF 44,700 0.35 15,645.00 2104.505 Remove bituminous pavement SY 1,400 2.00 2,800.00 2104.509 Remove concrete flared end section EA 1 275.00 275.00 34148 \contract.wK Page 1 2104.509 Remove catch basin EA 3 275.00 825.00 2104.509 Remove pedestrian bridge EA 6 800.00 4,800.00 2104.509 Remove outlet structure EA 1 2,500.00 2,500.00 0104.601 Salvage bleachers LS 1 1,500.00 1,500.00 0104.601 Salvage riprap LS 1 5,000.00 5,000.00 0104.601 Salvage frisbee golf accessories LS 1 800.00 800.00 0104.601 Salvage and protect drinking fountain EA 1 1,000.00 1,000.00 0104.602 Relocate bench EA 2 450.00 900.00 2105.501 Pond #1 excavation - west of Boone Ave. CY 3,500 3.50 12,250.00 2105.501 Common excay. -east of Boone Ave., within channel CY 7,300 3.50 25,550.00 2105.501 Common excay. - east of Boone Ave., outside channel CY 8,000 3.50 28,000.00 2105.507 Subgrade excavation - Boone Avenue CY 200 6.00 1,200.00 2105.515 Outlet structure excavation CY 600 12.00 7,200.00 0105.603 Strip /pulverize - existing topsoil CY 3,700 5.00 18,500.00 2105.521 Select granular borrow (CV) CY 1,600 9.00 14,400.00 2105.521 Common borrow (LV) CY 1,000 3.00 3,000.00 2105.526 Select topsoil borrow - off site (CV) CY 1,800 8.00 14,400.00 0105.604 Red ball diamond rock TN 700 15.00 10,500.00 0105.609 Geotextile fabric - Type V SY 500 3.00 1,500.00 0123.601 Street sweeper with pickup broom HR 30 100.00 3,000.00 2211.501 Aggregate base, Class 5 - Boone Avenue TN 865 9.50 8,217.50 2211.501 Aggregate base, Class 5 - trails TN 1,750 11.00 19,250.00 0211.601 Coarse aggregate - construction entrance TN 100 15.00 1,500.00 2331.508 Type 41 wearing course mixture TN 125 35.00 4,375.00 2331.510 Type 31 binder course mixture TN 210 35.00 7,350.00 2331.514 Type 31 base course mixture TN 290 35.00 10,150.00 2331.518 Type 41 bituminous mixture for trails TN 500 35.00 17,500.00 2357.502 Bituminous material for tack coat GL 150 1.00 150.00 2452.507 12" C.I.P.C. steel piles delivered and driven - outlet structure LF 1,300 25.00 32,500.00 4148\contract.wb2 page 2 SP -1 Outlet structure LS 1 112,000.00 112,000.00 SP -2 Culvert foundation at outlet structure CY 33 300.00 9,900.00 SP -3 6" thick conc. distribution slab CY 7 275.00. 1,925.00 SP-4 Prefabricated steel bridge "A" (40'x 10') LS 1 15,000.00 15,000.00 2452.507 12" C.I.P.C. steel piles delivered and driven, bridge "A" LF 240 25.00 6,000.00 SP -5 Concrete abutment - bridge "A" EA 2 5,500.00 11,000.00 SP -6 Prefabricated steel bridge "C" (90'x 6') LS 1 30,000.00 30,000.00 SP -7 Concrete abutment - bridge "C" EA 2 10,000.00 20,000.00 2412.511 7' x 3' PC concrete box culvert LF 90 380.00 34,200.00 2412.512 Tx T PC concrete box culvert end section EA 1 5,000.00 5,000.00 0501.602 Tx 3' PC concrete 15 degree bend EA 2 3,500.00 7,000.00 2502.541 4" perforated PVC pipe drain LF 500 8.00 4,000.00 0502.601 Connect 4" PVC to structure EA 8 200.00 1,600.00 2503.511 8" PVC, SDR 35, 7'- 9' deep, sanitary sewer LF 246 19.00 4,674.00 2503.511 12 " PVC, SDR 35 LF 14 22.00 308.00 2503.511 12" RC pipe sewer, Design 3006, Class V LF 300 24.00 7,200.00 2503.511 15" RC pipe sewer, Design 3006, Class V LF 48 26.00 1,248.00 2503.511 18" RC pipe sewer, Design 3006, Class V LF 80 28.00 2,240.00 2503.511 24" RC pipe sewer, Design 3006, Class IV LF 302 34.00 10,268.00 2503.511 27" RC pipe sewer, Design 3006, Class III LF 725 34.00 24,650.00 2503.511 30" RC pipe sewer, Design 3006, Class III LF 277 42.00 11,634.00 2503.573 27" concrete FES w /trash guard EA. 2 1,300.00 2,600.00 2503.573 30" concrete FES w /trash guard EA 1 1,500.00 1,500.00 0503.602 Connect to ex. sanitary sewer pipe or MH EA 2 800.00 1,600.00 0503.602 Construct bulkhead EA 4 500.00 2,000.00 0503.602 Connect to ex. storm sewer pipe or MH EA 4 500.00 2,000.00 0503.602 Connect 7 x 3 box culvert to ex. structure EA 2 2,500.00 5,000.00 0503.602 Plug and abandon sanitary pipe sewer EA 2 500.00 1,000.00 0503.603 Improved pipe foundation per 6" depth LF 500 2.00 1,000.00 0503.603 Televise sanitary sewer LF 246 2.00 492.00 0504.601 Lower 12" DIP WM at culvert crossing LS 1 4,500.00 4,500.00 34148\contract.wU Page 3 0504.605 2" polystyrene insulation SY 10 20.00 200.00 2506.508 Standard 4' dia. MH, w /casting, Plate 1 -01 EA 2 1,750.00 3,500.00 2506.508 Standard 5' dia. MH, w /casting, Plate 1 -10 EA 2 1,600.00 3,200.00 2506.508 Standard 4' dia. CBMH, w /casting, Plate 1 -16 EA 5 1,200.00 6,000.00 2506.508 Standard 5' dia. CBMH, w /casting, Plate 1 -16 EA 1 1,600.00 1,600.00 2506.508 Std. 2' dia. yard drain, w /casting, Plate 1001 EA 2 800.00 1,600.00 2506.508 Std. 2'x 3' CB, w /casting, Plate 1 -19 & 1 -22 EA 5 800.00 4,000.00 2511.501 Random riprap, Class III CY 250 35.00 8,750.00 2511.511 Granular filter CY 15 20.00 300.00 2511.515 Geotextile filter fabric SY 70 3.00 210.00 2521.501 4" concrete walk - Boone Avenue SF 2,000 1.85 3,700.00 2521.501 4" concrete pavement - under player and wood benches SF 1,376 1.85 2,545.60 2531.501 Concrete curb and gutter, Design B618 LF 400 10.00 4,000.00 0557.602 20' high galvanized backstop EA 2 7,400.00 14,800.00 0557.602 Removable 10' high galvanized backstop - 8' wide mounted in sleeves EA 2 1,200.00 2,400.00 0557.602 21' long aluminum bench EA 4 750.00 3,000.00 0563.601 Traffic control - Boone Avenue LS 1 5,000.00 5,000.00 0563.601 Maintain traffic on Boone Avenue LS 1 5,000.00 5,000.00 SP -8 8' long wood bench EA 6 500.00 3,000.00 SP -9 Field stone wall CY 200 44.00 8,800.00 SP -10 Short prairie seed AC 1.2 5,000.00 6,000.00 SP -11 Tall prairie seed AC 0.25 5,000.00 1,250.00 SP -12 Sedge meadow seed AC 0.30 6,000.00 1,800.00 SP -13 Wetland planting LS 1 2,500.00 2,500.00 SP -14 Sedge meadow planting LS 1 1,000.00 1,000.00 SP -15 Wet meadow planting LS 1 1,000.00 1,000.00 0564.603 Pavement markings, 4" solid yellow (double) LF 300 1.00 300.00 0564.604 Zebra crosswalk - white paint SF 240 14.00 3,360.00 SP -16 Catch basin erosion control EA 13 250.00 3,250.00 2573.502 Silt fence, heavy duty LF 2,000 2.50 5,000.00 34148 \contract.wU Page 4 0573.601 Temporary construction fencing LF 4,000 2.20 8,800.00 0573.603 Bale check LF 100 6.00 600.00 2571.541 Transplant tree Tree 5 250.00 1,250.00 2575.501 Seeding AC 2.3 250.00 575.00 2575.502 Seed Mixture 500 LB 230 3.50 805.00 2575.505 Sodding type lawn SY 38,000 1.60 60,800.00 2575.511 Mulch material type 1 TN 4.6 240.00 1,104.00 2575.519 Disc anchoring AC 2.3 70.00 161.00 2575.331 Commercial fertilizer analysis TN 0.4 500.00 200.00 Total Base Bid 896,957.10 Alternates A. Water stub for future irrigation: Connect to existing 12" water main EA 1 700.00 700.00 8" gate valve and box EA 1 800.00 800.00 12" x 8" tee fitting EA 1 500.00 500.00 8" pipe plug EA 1 250.00 250.00 8" water main, ductile iron, Class 52 LF 50 35.00 1,750.00 Total Alternate A - Water Stub 4,000.00 B. Boardwalk bridge (40' long; x 6° wide Prefabricated floating boardwalk "B" LS 1 1 3,000.00 13,000.00 Concrete abutment EA 2 3,000.00 6,000.00 18" RC pipe sewer, Design 3006, Class V LF 125 25.00 3,125.00 Delete 27" RC pipe sewer, Design 3006, Class III LF 207 (31.00) (6,417.00) Delete 15" RC pipe sewer, Design 3006, Class V LF 48 (23.00) (1,104.00) Delete std. 4' dia. CBMH, with casting Plate 1 -16 EA 2 (1,000.00) (2,000.00) Delete std. 2' x 3' CB w /casting Plate 1 -19 EA 1 (650.00) (650.00) 341481contract.wK Page 5 Delete 27" concrete FES w /trash guard EA 1 (1,300.00) (1,300.00) Total Alternate B - Boardwalk 10,654.00 C. Concrete between fields and below bleachers: 4" thick concrete pavement w /reinforcement SF 12,200 2.10 25,620.00 Openings for trees EA 3 500.00 1,500.00 Total Alternate C - Concrete Slab 27,120.00 D. Concrete maintenance curb below fencin . 1' wide x 6" thick concrete curb LF 2,200 9.00 19,800.00 Reinforcement bars LF 3,400 0.50 1,700.00 Total Alternate D - Maintenance Curb 21,500.00 E. Galvanized fencing around two softball fields: 8' high galvanized fence, 6 gauge LF 220 25.00 5,500.00 8' high galvanized fence, 9 gauge LF 1,200 17.00 20,400.00 6' high galvanized fencing, 9 gauge LF 905 12.50 11,312.50 6' high vehicular gate - double (12' wide) EA 2 700.00 1,400.00 18' high foul pole EA 4 300.00 1,200.00 Total Alternate E - Galvanized Fencing 39,812.50 F. Vinyl coating; of fencing in lieu of galvanized LS 1 59,000.00 59,000.00 G. Additional Landscaping; Red twigged dogwood, #3 potted Tree 18 40.00 720.00 American viburnum, #3 potted Tree 9 40.00 360.00 Dwarf bush honeysuckle, #3 potted Tree 12 40.00 480.00 Prince of wales juniper, #5 potted Tree 14 50.00 700.00 Autumn brilliance serviceberry, 1" ca. clump Tree 3 100.00 300.00 River birch, 1 -1/2" ca. clump Tree 8 200.00 1,600.00 Autumn purple white ash, 2" ca. B & B Tree 4 200.00 800.00 34148\contract.wU Page 6 Northwood maple, 2" ca. B & B White swamp oak, 2" ca. B & B Black hills spruce, 5' B & B American linden, 2" ca. B & B Total Alternate G - Landscaping Tree 4 200.00 Tree 9 200.00 Tree 20 200.00 Tree 12 200.00 H. Tx 3' PC concrete box culvert extension LF S ummar y .i Alternate Bids A. Water stub for future irrigation B. Boardwalk bridge (40' long x 6' wide) C. Concrete between fields and below bleachers D. Concrete maintenance curb below fencing E. Galvanized fencing around two softball fields F. Vinyl coating of fencing in lieu of galvanized G. Additional landscaping H. 7' x 3' PC concrete box culvert extension Total Alternates Page 7 138 300.00 800.0* 1,800.00 4,000.00 2,400 .00 •.1 11 • • it 1/ 896,957.10 4,000.00 10,654.00 27,120.00 21,500.00 39,812.50 59,000.00 13,960.00 41,400.00 217,446.50 The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefore, in the manner prescribed in the specifications. However, the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefore. Accompanying this bid is a bidder's bond certified check, or cash deposit in the amount of five percent (5 %) of amount bid , which is at least five percent (5 %) of the amount of my /our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me /us. In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfully submitted, Ames Construction, Inc. Name R, P, ' i40W Signer President Title R.J. Ames Printed Name of Signer (A Corporation) (An Individual) (A Partnership) 34148kcontract.wU Page 8 DATE: TO: CDBG Program Administration, Hennepin County OPD FROM: Bidding Contractor SUBJECT: RECEIPT OF MATERIALS 1, — —, representing, (Officer/Owner of Company) hereby certify that I have (Name of Company) received the Federal Labor Standards package and Wage Determination No. MN97-5 with 2 Modifications dated MU 9, 1997, and the Equal Employment Opportunity Compliance package as applicable to construction work for: RE: Labor Relations Proiect No: 97MN405A00004. Proposed CDBG Funded Removal of Architectural Barriers - Sidewalks, Pedestrian Curb Ramm, etc., New Hoi3e, HenneT)in County MN. Signature Date (mature EF — scope o I iro — rk per o d7materlal) cantract award date? Page 2 of 2 our firm has been notified that a preconst=uctica conference was held on and the proper official: YES NO 1. Did attend said conference 2® Has read and understands the Xinutes,'Of the PtscOnstructi conference an Labor standards policies and procedures 3. Has received his/her construction payroll Package for the above referenced project 4® Was provided Federal Labor standards Provisions Hm- issued By the and a copy of Wage Detexmination # U.S- Department of Labor.. Person(s) authorized to sign Certified Payroll Reports 1) 2) 3) 4) we identify . below the work classifications w1) 2) 3) w and applicable base wage rate on�the site The fringe benefit payment a$ - f or our employees performing woiR payment wi17 be: (A) paid directly to each employee in the amount of E$ . ] 0 * (B) paid to a nonunion company benefit plan (attach copy) in the amount of oi, (C) as indicated below:.. Base Rate, of a Holiday Va M Cat—ion H & Wel® Aunren Pension Rental National Fund Z other Total Wace $ + + + $-. + $ + + Base Rate of P�W 13cl2.dav - 7 ma 2) E(c) + + + 3 & weld Anoren Pension Dental Nata:.cnal Fund Promotion Other Total. wave ------------ -- — ---------- — ---- - - - --- .mom. --- -- .---- a.m- ---- Rate of pay Holiday Vacation 3) E(c) + s� + + H & Wei. &nDren _Pension Rental National Fund promotion other Total wace — ------- ------- — ------ — -------------------------- Benefit funds are depoiited into accounts maintained by Address Telephone Accug is this a muniona or nTrade Local" managed fund? Yes No IF ADDI=0NAL SP A IS NEEDED To RESI?OND To ANT QUESTIONS, PLEASE AMM-ACH SEPARATE SHEET- INFORMA=ON INCLUDED WITH= THIS CERTnFICATMON XAX BE SHARED WITH THE INTERNAL REVENUE SERVICE, STATE D OF REVENUE, STA= DZPAR=MENT OF aOBS =&MFMG AM' STATE DEPARTMENT OF LABOR. principal officer (Fl Pr Int) ' Signature prime contractor Principal officer Date SECTION 3 OF THE HOUSING AND URBAN DEVELOPMENT ACT OF 1968 Housing and Urban Development regulations implementing Section 3 of the Housing and Urban Development Act of 1968 requires that, to the greatest extent feasible, opportunities for training and employment be given to lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in or owned in substantial part by persons residing in the area of the project. As evidence of Compliance, the undersigned certifies that he/she will: (1) Take affirmative steps to hire and train lower income residents of the project area, and (2) Solicit the participation of businesses located in or owned substantially by persons residing in the area of the project, (3) Maintain records and documentation on activities carried out for (1) and (2) above for periodic review by HUD officials to determine compliance. Signed Title Contractor/Company Project Name Project Location IM Project Area Hennepin County .. i it which is not exempt - from,the provisions of the Equal Opportuntiy Clause. (Note: OMIT= T Project m Program m which the construction work covered bythis contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions-are included m this Contract pursuant m the provisions applicable m such Federal assistance. A. 1. (1) Minimum Wages. All laborers and mechanics employed or work- ing upon the site of the work (or under the United States Housing Act m 1g3ror under the Housing Act of 1o4y|n the construction u,development of the poioo0. will bm paid unconditionally and not less often than once a week, and without subsequent deduction o, rebate on any account (except such payroll deductions aw are permitted by regulations issued bvthe Secretary o/ Labor under the Copeland Act (2yCFnPart 3), the full amount m wages and bona fide fringe benefits (or cash equivalents moreoV due m time m payment computed m rates not less than those contained inthe wage determination of the Secretary m Labor which iq attached hereto and made a part hereof, regardless m any oonm*mum/ relationship which may be alleged oo exist between the contractor and such laborers and mechanics. Contributions made o, costs reasonably anticipated for bona fide fringe benefits under Section 1o4(2)n( the Davis-Bacon Act onbehalf of laborers o, mechanics are considered wages paid m such laborers o, mechanics, subject m the provisions o/2gCFR also, regular contributions made o, costs incurred for more than a weekly period (but not less often than quarterly) unomp|mnm.mnds,urpmgrams,whiohcme, the particular weekly period, are deemed mbe constructively made o, incurred during such weekly period. Such laborers and mechanics shall ua paid the appropriate wage rate and fringe benefits on the wage determination for the classification ofwork actually perfo without regard m skill, except aw provided in2VCFR Part 5.5(a)(4). Laborers or mechanics performing work m more t one classification may be compensated at the rate specified for each classifica- tion for the time actually worked therein: Provided, That the employer's pay roll oapmngoaocvn$eymetfvnhmetim*apemineachc|aooificmionin which work is performed. The wage determination (including any additional classification and wage rates conformed under oScFn Part 5a(a)(1)(ii) and the Davis-Bacon poster (w*-18e1) shall bo posted ot all times by the con- tractor and its subcontractors au the site ov the work ine prominent and accessible, place where it can ue easily seen uv the workers. y8(a) Any class o/ laborers o, mechanics which ia not listed mthe wage determination and which iouzha employed under the contract shall be classified i rv with the determination. H UD shall U.S. approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe bene- fits, bears a reasonable relafionship to the wage rates contained �n the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classifi- cation action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), Previous Edition is Obsolete Department of Housin and Urban Development HUD or its designee shall refer t questions, including t views mall interested parties and the recommenda m HUD or its designee, mt Administrator for determination The Administrator, u,emauthorized repre- sentative, will issue a determination within ao days m receipt and anadvise HUD or its designee or will notify HUD nr its designee within the 30-dav period that additional time is necessary. (Approved by the Office of Man- agement and Budget under OMB Control Number 1215-0140.) *0 The wage rate (including fringe benefits where appropriate) determined pursuant m subparagraphs (1)(b)ur(c)mf this paragraph, shall be paid oo all workers performing work m the classification under this con- tract oommenoxumyon°hioxwomispaxonnediumeo|mmiocation. (III) Whenever the minimum wage rate prescribed in the contract for m class of laborers o, mechanics includes a fringe benefit which |wnot expressed aunn hourly rate, the contractor shall either pay the benefit au stated in the wage determination ur shall pay another bona fide fringe benefit n,nn hourly cash equivalent thereof. Qv) n the contractor does not make payments *oe trustee u, other third person, the contractor may consider aa part m the wages m any laborer Cr mechanic the amount m any costs reasonably anticipated inproviding bona fide fringe benefits under a plan n, program, Provided, That the Secretary m/ Labor has found, upon the written request s the contractor, that the applicable standards cv the Davis- Bacon Act have been met The Secretary m Labor may require the contractor mo set aside inaseparate account assets for the meeting 'u obligations under the plan orprogram. (Approved by the Office o/ Management and Budget under OMB Control Number 1215-0140.) 2.witwum�dimg. HUD o, its designee shall upon its own action orupon written request o/an authorized representative ov the Department mLabor withhold ar cause unue withheld from the contractor under this contract or any other Federal contract with the same prime contractor, o, any other Federally-ass contract subject m Dav prevailing wage requirements, which is held uy the same prime contractor on much mthe accrued payments o, advances mo may ue considered necessary mpay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor nr any subcontractor the full amount cxwages required by the contract. m the event u, failure m pay any laborer n, mechanic, including any apprentice, trainee v, helper, employed o,working on the site cv the work (or under the United States Housing Act p,1nnror under the Housing Act m1o4em the construction o, development oxthe pn4ect). all m part o, the wages required by the contract, HUD o, its desig- nee may, after written notice m the contractor, sponsor, applicant, p,owner, take such action oa may oo necessary v» cause the suspension o/any fur' ther payment, advance, or guarantee w funds until such violations have ceased, HUD or its designee may, after written notice to the contractor, dis- burse such amounts withheld for and on account m the contractor o, sub- contractor mthanmpectiveemp|myeewx,whommeyamduv.Tmotomp- mol|ergenere/oxm!maxaauohdiobvmemantsinmecamommreo Davis-Bacon contracts. 3.0 Payrolls and basic records. Payrolls and uesicrecords relating thereto shall be maintained by the contractor during the course m t work preserved for a per o/ three years thereafter for all laborers and mechanics working au the site m the work (or under the United States Housing Act m1ao7.or under the Housing Act or1Vw\in the construction ur development vv t px4eot). Such records shall contain the name, address, and social security number of each such worker, his or her cor- mu classification, hourly rates of wages paid (including rates of contribu- tions or costs anticipated for bona fide fringe benefits or Gash equivgmn# thereof m the types described in Section 1(W(2)(s) of thenavin- aooun*uV. daily and weekly number o/ hours worked, deductions made and actual wages paid. Whenever the Secretary o, Labor has orno.o (a)(1)(N) that the wages w/ any laborer o, mechanic include the amount nf any costs reasonably anticipated in providing benefits under a plan or pro- gram described in Section I (b)(2)(B) of the Davis-Bacon Act the contractor shall maintain records which show that the commitment m provide such HUD-4010 (2-84 (HB 13441) benefits is enforceable, that the plan m program mfinancially responsible, and that the plan or program has been communicated in writing mthe laborers nr mechanics affected, and records which show the costs antici- pated or the actual cost incurred in providing such benefits. Contractors employing apprentices o, trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certifi- cation of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Off ice ov Management and Budget under OMB Control Numbers 1e10-014nand 1215-00 17.) (!I) (a) The contractor shall submit weekly for each week in which any contract work io performed w copy of all payrolls m HUD or its designee if the agency iva party m the contract, but if the agency is not such uparty, the contractor will submit the payrolls m the applicant sponsor, urowner, an the case may be, for transmission to HUD o, its designee. The payrolls submitted shall set out accurately and oomp|etoly all o/ the information required to be maintained under uaCFnPart 5.5$V(3)V>Tm information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Docu- ments (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, DC. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Off ice of Management and Budget under OMB Control Number (b) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under 29 CFR Part 5.5 (a)(3)(i) and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned,' without rebate, either directly vr indirectly, and that no deductions have been made either directly m indi- rectly ,mmthofu|lwagnoeameu.umerthonpenniesab|ededvcdunoasw$ forth \no9 CFn Part o; . (3) That each laborer n, mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the daa- oioatipnofwork performed, as specified in the applicable wage determina- tion incorporated into the contract (c) The weekly submission ovu properly executed certification set forth ^n the reverse side u/ Optional Form xVH-34r shall satisfy the requirement for submission vf the "Statement m Compliance" required bp paragraph euV;(Wcx this section. The falsification d any ox the above certifications may subject the contractor o, subcontractor m civil o, criminal prosecution under Section 1mo1cv Title 1a and Section u31 m, Title o1of the United States Code. (iii) The contractor or subcontractor xun make the records required under paragraph A.3.(i) of this section available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcon- tractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, appli- cant or owner, take such action as may be necessary to cause the sus- pension of any further payment advance, or guarantee of funds. Further- more, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR Part 5.12. 4 (1) Apprentices and Trainees. Apprentices. Apprentices will be per- mitted to work at less than the predetermined rate for the work they per- formed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S,. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training vruState Apprenticeship 4gonoy (where appropriate) mbe eligible for probationary employment aean apprenticoTheallowable ratio m apprentices to journeymen onthe job site m any craft classification shall not be greater than the ratio permitted |othe contractor as to the entire work force under the registered program. Any worker listed ooa payroll atan apprentice wage rate, who in not registered or otherwise employed au stated above, shall be paid not less than the applicable wage rate nnthe wage determination for the classification c* work actually performed. |n addition, any apprentice performing work on the job site in excess or the ratio permitted under the registered program shall um paid not less than the applicable wage rate on the wage determi- nation for the work actually performed. Where a contractor is performing construction ona project iuo locality other than that in which its program in registered, the ratios and wage rates (expressed in percentages cw the jour- neyman's hourly rate) specified in the contractor's or subcontractor's regis- tered program shall be observed. Every opp,oncmce must he paid amnot less than the rate specified in the registered program for the apprentice's level o, progress, axpreumedasaporcentagomth*]oumnymenhoudyngo specified in the applicable wage determination. Apprentices shall bapaid fringe benefits in accordance with the provisions o, the apprenticeship program. K the apprenticeship program does not specify fringe benefits, apprentices must un paid the full amount o( fringe benefits listed onthe wage determination for the applicable classification. x the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid maccordance with that determination. m the event the Bureau u/ Apprenticeship and Training, uroState Appren- ticeship Agency recognized uy the Bureau, withdraws approval man apprenticeship program, the contractor will no longer be permitted mutilize apprentices at less than the applicable predetermined rate for the work performed until em acceptable program iaapproved. (11) Trainees. Except an provided in2oCFRo16.trainees will not be permitted to work at less than the predetermined rate for the work per- formed un/eeemeyenaemn|oyeupwmuammwndin*wdvanveg|meredin a program which x received prior approval, ide ced-byfo,mo|oomn cation by the U.S. Department of Labor, Employment and Training Admini- stration. The ratio, of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee pro- gram does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. m the event the Employment and Training Admin- istration training the i|| no longer be permitted to utilize trainees at less than the applicable predeter- mined rate for the work performed until an acceptable program is (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any sub- contracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcon- tractor with all the contract clauses in 29 CFR Part 5Z. HUD-4010 (2-84) 7. Contracts termination debarment Abreach of the contract clauses in 29CFnsu may un grounds for termination of the contract, and for debar- ment ase contractor and e subcontractor uo provided ino*crR5.1z u. Compliance with Davis-Bacon and Related Act Requirements. All rul- ings eoumte,pm:atinnuo,moDavia'aannnaodRelmodAotsnnmwnedin 2oCpn Parts 1.3, and o are herein incorporated bY reference inthis contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions m this contract shall not u* subject m the general disputes clause u/ this contract. Such disputes shall ue resolved in accor- dance wiU`thapmueguommmeoopommammuabora$fnnm|n2SCFm Parts 5, 6, and 7. Disputes within the meaning of this clause include dis- putes between the contractor (or any of its subcontractors) and HUD or its designee, the u.S. Department cx Labor, o, the employees ortheir representatives. 10. (1) Certification of Eligibility. By entering into this contract the con- tractor certifies that neither it (nor he or she) nor any person or firm who has *n interest in the contractor's firm isa person u, firm ineligible mbm awarded Government contracts bv virtue m Section o$4cd the Davis- Bacon mcto,m*CFo5.12$N1)o,mh*awooJedHUDonnuactou,partini- pateinnuDpmgnamnpumuamtv24CFRpaxu4. 0VNo part o/ this contract shall unsubcontracted to any person o,firm ineligible for award ofa Government contract bv virtue m Section o(a) m the Davis- Bacon Act oromcrna1o(a)(1)v,mbe awarded HUD contracts o, participate in HUD programs pursuant mc4CFnPart 24. ViO The penalty for making false statements in prescribed in the u.S. Criminal Code, 1oO�.C�1VV1.xdditinnoUxU.S.C'|mna| Code, Section 1u\o. Title 1o.US.C, "Federal Housing Administration vnnuaoou"o''. pro- vides inpurt.'Wxoever. for the purpose cx . influencing in any way the action n/ such Administration. . . makes, utters o, publishes any statement, knowing the same mb*false. . . shall m» fined not more than $m.O000, imprisoned not more than two years, oruom." 11. Complaints, Proceedings, v' Testimony xy Employees. wo laborer v, mechanic m whom the wage, salary, or other labor standards provisions 'd this Contract are applicable shall uo discharged nrin any other manner discriminated against uy the Contractor or any subcontractor because such employee has filed any complaint m instituted nrcaused toheinstituted any proceeding or has testified oris about m testify in any proceeding under or relating m the labor standards applicable under this Contract uz his employer. B Contract Work Hours and Safety Standards Act. As used in this para- graph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. mo contractor or subcontractor contracting for any part ov the contract work which may require or involve the employ- ment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which hoo, she isemployed on such work m work in excess o, eight hours m any calendar day o,in excess vfforty hours in such workweek unless such laborer or mechanic receives com- pensation at a rate not less than one and one-half times the basic rate m pay for all hours worked in excess cx eight hours in any calendar day o,in excess m forty hours m such workweek, whichever iagreater. (2) Violation; liability for unpaid wages; liquidated damages. }nthe event nf any Violation cx t clause set forth in subparagraph (1)mthis paragraph, the contractor and any subcontractor responsible therefor shall u* liable for the unpaid wages, |n addition, such contractor and subcon- tractor sxw!uunmh|ou`moUnitedGmteoon*eoaoeo(wn,xdoneunda, contract for the District m Columbia o,o territory, uo such District o,»osuch territory), for liquidated damages. Such liquidated damages shall be com- puted with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation cv the clause set forth im sub- paragraph (1) cxtoimpanagmpx which such individual was required nr permitted m work in excess nfeight hours or in excess of the standard workweek of forty hours without pay- ment of the overtime wages required by the clause set forth m subpara- graph <1>m this paragraph. (q Withholding for unpaid wages and liquidated damages. HUD o,its designee shall upon its own action or upon written request of an autho- rized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account oi work performed uythe contractor or subcontractor under any such contract n, any other Federal contract with the same prime contract o, any other Federally-assisted con- tract subject to the Contract Work Hours and Safety Standards Act which is held Uy the same prime contractor such sums ae may m, determined tn ue necessary uv satisfy any liabilities m such contractor n,subcontractor for unpaid wages and liquidated damages au prov in the clause set forth m subparagraph (2)m this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert inany subcontracts the clauses set forth m subparagraph (1) through y8ofthis paragraph and also a clause requiring the subcontractors m include these clauses m any lower tier subcontracts. The prime contractor shall ue responsible for compliance by any subcontractor or lower tier subcontrac- tor with the c�auses set forth /n subparagraphs (1)through (4)mthis paragraph. C. Health and Safety (1)No laborer or mechanic shall ba required oo work insurroundings m under working conditions which are unsanitary, hazardous, nr danger- ous *ox;swmonhuodoaogruountennmedvnderconstruction salety and health standards promulgated oy the Secretary cx Labor byregulation. ;0 The Contractor shall comply with all regulations issued b9the Secretary of Labor pursuant »n Title o9 Part 1oo6 (formerly part 1s18)and failure uz comply may result in imposition of sanctions pursuant to the Con- tract wmw*nvumooUGanety8tanu^odoAm(puuocuawa1'54,VoGtat.g6)� p0 The Contractor shall include the provisions of this Article inevery subcontract ao that such provisions will ue binding on each subcontractor. The Contractor shall take such action with respect m any subcontract ev the Secretary m Housing and Urban Development o, the Secretary ofLabor shall direct aoa means pf enforcing such provisions. HUD-40 (2-84 ------------------------------------------------------ ---------------- MN970005 Page: r� !.... WIN NA W BENTON & STEARNS COUNTIES CEMENT MASONS 18.90 5.80 --- wear® —aes-- ---- -- ----------------- - ----w Amur-------- ------ armmeva ---- `M =- AREA 1 B ENTON LAKE C R C SCOTT COO r r i 0 ■ A ST LOUIS r� !.... WIN NA W BENTON & STEARNS COUNTIES CEMENT MASONS 18.90 5.80 --- wear® —aes-- ---- -- ----------------- - ----w Amur-------- ------ armmeva ---- `M =- AREA 1 20 ®43 6.80 ARE 2 18.63 5 ®25 AREA 3 13.63 5 ®25 AREA 4 19 ®63 5.55 AREA 5 1963 5.55 AREA 6 19.08 6.10 AREA 7 20.03 5.55 AREA 8 13 . Ci 3 6.10 AREA g 13.59 4.84 AREA 10 17.09 6.34 r Rive C Zimmerman), WASHINGTON & WRIGHT (SE Part, Including Delano, Buffalo & Montrose) AR - t (Southe H alf , _ . Isabella . .: one-third, • . • Du Lac, .. *.... PCO UNTIES AREA 6 - LAKE (Northern Half, Excluding Two Harbors, Isabella & Finland) & ST. LOUIS (Northeast two-thirds, Including Cook, Incl uding Ch Orr & Gre COUNTIES MN970005 Page: 2 AREA 8 - ST. LOUIS COUNTY (Northern Part, Including Rainy Lake Area) AREA 10 WINONA COUNTY Groundman 15.77 5.59 --------------------------------------------------- -- -- -- - - -- -- ENGIO049F 0510111997 Rates Fringes POWER EQUIPMENT OPERATORS: GROUP 1 22.12 6.75 GROUP 2 21.57 6.75 GROUP 3 21.39 6.75 GROUP 4 21.27 6.75 GROUP 5 18.23 6.75 GROUP 6 17.02 6.75 GROUP 1 20.51 6.75 GROUP 2 20.06 6.75 GROUP 3_ 19.89 6.75 GROUP 4 19.76 6.75 GROUP 5 17.19 6.75 GROUP 6 16.32 6.75 BENTON (Excluding E. of the western right -of -way of U.S. Hwy #10) & STE S (Excluding area E. of the Western right -of -way of Minn. Hwy #15) COUNTIES: MN970005 Page: 3 GROUP 1 18.50 6.75 GROUP 2 17.57 6.75 GROUP 3 17.37 6.75 GROUP 4 17.26 6.75 GROUP 5 15.55 6.75 GROUP 6 14.95 6.75 POWER EQUIPMENT OPERATOR CLASSIFICATIONS GROUP 1 - Helicopter Pilot; *Crane with over 135 Boom, excluding Jib; Dragline, Crawler, Hydraulic Backhoe and/or other similar equipment with Shovel-type Controls 3 cu. yds. & over Mfg. rated Cap.; & Pile Driving when 3 Drums are in use Compressors, Welding Machines, Generators, Pumps; Pavement Breaker or Tamping Machine (Power Driven) Mighty Mite or similar type; Pickup Sweeper, 1 cu. yd. & over Hopper Cap.; Pipeline Wrapping, Cleaning or Bending Machine; Power Plant ----------------------------------------------------------------------- MN970005 Page: 4 *CRANE OVER BOOM, PREMIUM; CRANE OVER 200' BOOM, EXCLUDING JIB - $ .50 PREMIUM UNDERGROUND WORK: SHAFTS, PREMIU UNDER AIR PRESSURE PREMIUM HAZARDOUS WASTE PROJECTS (PPE Required): LEVEL ► PREMIUM 90 PREMIUM .60 Pr * IRON0512C 05/01/1997 Rates Fringes ANOKA, BENTON, CHISAGO, DAKOTA, HENNEPIN, RAMSEY, SCOTT, SHERBURNE, STEARNS, WASHINGTON, WINONA & WRIGHT COUNTIES IRONWORKERS 22.95 8.59 MN970005 Page: 5 MN970005 Page: 6 Rates Fringes LANDSCAPE - SOD LAYERS 10.23 3.79 LAB09900B 05101/1996 Rates Fringes LABORERS: ANOKA, CHISAGO, DAKOTA, HENNEPIN, RAMSEY, SCOTT, SHERBURNE, WASHINGTON & WRIGHT COUNTIES: GROUP 1 18.02 4.78 GROUP 2 18.17 4.78 GROUP 3 18.22 4.78 GROUP 4 18.37 4.78 GROUP 5 18.47 4.78 GROUP 6 18.72 4.78 GROUP 7 1447 4.38 BENTON & STEARNS COUNTIES: GROUP 1 14.32 4.78 GROUP 2' 14.47 4.78 GROUP 3 14.52 4.78 GROUP 4 14.67 4.78 GROUP 5 14.77 4.78 GROUP 6 15.02 4.78 GROUP 7 11.42' 4.58 CARLTON, COOK, LAKE & ST. LOUIS (South of T. 55 N) COUNTIES: GROUP 1 16.94 4.99 GROUP 2 17.09 4.99 GROUP 3 17.14 4.99- GROUP 4 17.29 4.99 GROUP 5 17.39 4.99 GROUP 6 17` 4.99 GROUP 7 13.39 4.74 ST. LOUIS (North of T. 55 N) COUNTY: GROUP 1 16.50 5.43 GROUP 2 16.65 5.43 GROUP 3 16.70 5.43 GROUP 4 '16.85 5.43 GROUP 5 16.95 5.43 MN970005 Page: 6 GROUP 6 17.24 5.43 GROUP 7 13.35 4.78 WINON.A COUNTY*. GROUP 1 15.92 4.38 GROUP 2 16.47 4.38 GROUP 3 16.12 4.38 GROUP 4 16.27 4.38 GROUP 5 16.37 4.38 GROUP 6 16.62 4.38 GROUP 7 13.42 4.18 GROUP 2 - Bituminous Worker - Shoveler, Raker, Floater, Squeegee; Utility., Brick Tender; Compaction Equipment (Hand Operated); Conduit Layer; Curb Setter; Mortar Mixer; Sand Cushion Bedmaker; & Torchman - Gas, Electric, Thermal or Similar Device GROUP 3 - Chain Saw; Concrete Drilling; Concrete Mixer Operator; concrete Sawer; Concrete Vibrator, Ditch & Other Work (More than 8 feet below starting level of manual work); Formsetter; Joint Sawer, Mortar; Pneumatic Tools, Jackhammer, Paving Buster, • f: Hammer, etc.; ♦. Stone Tender Mason o Tender GROUP 4 - Bottom Man (Sewer, Water or Gas Trench - mote than t GROUP 6 - Asbestos & Hazardous Waste Technician; Blasting Powder .Man (Dynamite or substitute products); Tunnel Diner; Tunnel Miner 'lender; Tunnel Laborer; Underground Laborer; & Page: 7 Underpinning GROUP 7 - Flagpersol Hand Tools 15.99 4.41 ---- - - - - -- ---_---.---------- a....,®...,----- ._--- --- - -- ----------- -- ----.- Fringes Rates ANOKA, HENNEPIN, SCOTT, SHERBURNE (South & East of a line drawn between the town of Santiago in Sherburne County and the town of Cleamvater in Wright County) & WRIGHT COUNTIES: PAINTERS: Brush & Roller 21,91 6.37 Sprays Steel; Sandblaster; Swing Stage & Epoxy 22066 6.37 ---------------------------------------------- ------------ - --m -- Rates Fringes MN970005 Page: 8 19.73 4.36 19.98 4.36 20.23 4.36 20.73 4.36 APPLICATION OF EPDXY, CREOSOTE OR ALL OTHER HIGHLY TOXIC MATERIALS - $ .25 PREMIUM --------- --------------------------------------------------- PAIN0880A 05/01/1997 Rates Fringes SIGN PAINTERS 19.51 1.71+a+b+c FOOTNOTES: a. $100.00 per month b. 8 Paid Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; the Day After Thanksgiving; the last working Day Before Christmas; & Christmas Day c. Vacation Pay: Employees hired before June 9, 1983 ® 3 weeks paid vacation at $1.14 per hour; Employees hired after June 9, 1983: 1 year or more of employment - 2 weeks' paid vacation at $.80 per hour; Five or more years of employment - 3 weeks paid vacatil, 0 at $1.14 per hour. ---------------------------------------------------------------- PAIN0884D 06/01/1996 Rates Fringes ----------------------------------------------------------------------- MN970005 Page: 9 B ENTON, SHERBURNE (Western one-half, North & West of a line drawn Wri between the city of Santiago in Sherburne County the city of Clearwater in Count ;, STEA Frin PLAS0633C 05/01/1996 Rates ♦ } r ; D AKOTA, r . i W W CO UNTIES: CEMENT MASONS 21.39 6.41 PLAS0633S 06/01/1996 Rates Fringes CARLTON, COOK, LAKE & ST® LOUIS (South of T. #55 north) COUNTIES: CEMENT MASONS 19.96 7. �r ♦ �. 1 11 + LOUIS Rates Fringes •. CEMENT MASONS 17 ®23 5.67 PLAS6330A 05/01/1996 Rates Fringes WINONA COUNTY: CEMENT MASONS 21.00 1.70 Rates Fringes R ANOKA, CHISAGO (S. of T. 34-N), COOK, DAKOTA, HENNEPIN, LAKum COUNTIES: I GROUP 1 18,.55 4.03 GROUP 2 18 ®00 4.03 GROUP 3 17.90 4.03 GROUP 4 17.65 4.03 MN970005 Page: 10 BENTON, CHISAGO (N. of T. 34-N) & STEARNS COUNTIES: 4.03 GROUP 1 15.07 4.03 GROUP 2 14.56 4.03 GROUP 3 14.41 4.03 GROUP 4 14.41 4.03 GROUP 1 17.60 4.03 GROUP 2 17.05 4.03 GROUP 3 16.95 4.03 GROUP 4 16.70 4.03 GROUP 1 16.75 4.03 GROUP 2 16.20 4.03 GROUP 3 16.10 4.03 GROUP 4 15.90 4.03 GROUP 1 - Boom; Mechanic; Off-Road; Tractor Trailer; Truck Driver (•peration • Hand & Power Operated Winch) . GROUP 2 - Tri Axles (Including Four A:x,1as) GROUP 3 - Bituminous Distributor; & Tandem Axles award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(v)). ---------------------------------------------------------------- In the listing above, the I'SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be ----------------------------------------------------------------------- MN970005 Page: 11 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review And reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. 91 Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's poson and by any information (wage paymen data, project description, area practice material, etc.) that t requestor considers relevant to the issue. I 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Revie Board (formerly the Wage Appeals Board). Write to: I Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. ------------------------------------------------------------------------ MN970005 Page: 12 Washington, D. C. 20210 4 ®} All decisions by the Administrative Review Board are final. END OF GENERAL DECISION ----------------------------------------------------------------------- MN970005 Page: 13 EQUAL EMPLOYMENT OPPORTUNITY INFORMATION PACKET All prime contractors and subcontractors who sign a Federal or Federally assisted construction contract assume the obligation of assuring equal employment opportunities to all people regardless of"race, creed, color, . sex, or national origin.. The purpose of this packet is to inform you of your responsibilities regarding equal. employment opportunity, and to serve as a guide R .i n accomplishing this.. Responsibilities Summarized 1 This implementation instruction has been developed within the parameters of the applicable named regulations herein. Furthe�;More definitive interpre- tations may be requested of the Regional Office involved as necessary. ' OBLIGATION S OF 1. R, AGENCIES APP LIC ANTS/GRANTEES , ,NON-CO NSTRUCTION 1 R a,, 'ds age 3. Administering Agency Obligations Page r Appli Obligati - page OBLIGATIONS OF CONTRACTORS /SUBCONTRACTORS 1. Prime Obligations to Subcontractors Page 1 2. Prime /Subcontractor EEO Clause Obli gations ;- Certi-- ficates Required Prior to Award of Contract; Gen eral Obligations ®. r Page 1 -2 3. Prime /Subcontractor Obligations; Goals, Timetables and Affirmative Action Steps. Page 2 -3 4. Prime /Subcontractor,Monthly Reporting Requir ernents. _;` "Page 3-4 5. Prime /Subcontractor Obligation'to Undergoiew of Compliance and Enforcement. Procedures. Page 5 EXHIBITS ( Clauses /N /S pecifi ca ti ons to be Included i /Subcontracts may be found as follows:) A. Executive'Order:11246 EEO Clauses Section 60- 1.4(b ):; Construction Contractor Affirmative Section 60 -4d2 Action Requirements -Goals and Timetables Section 60 -4.3 Appendix A & B E. Sample EEO Policy Statement F. Listing of Region V Office Locations and Jurisdictional Area 3 :. a ,. •i. ," � �"E - i� 'i l: .. • - • a. ' # ♦ i ,.. 1 , �.. t o R ..:, # •_ - r r R, !- � �. -• -R,`,: i:. , ♦. !. # ,' a # 1 i . r r M ! R R ♦ ♦' • ... i - • MiR is �` r M R i? �'�� R` �' • • E ! M^ it i t �!' r ••�♦ # .. E. • i - be identifiable by race, sex, job,title and. g..'Personnel records must - performed:in order to comply-with reporting and location:of work show evidence of good faith affirmative 'action efforts'. c.. Minority goals are applicable to the.aggregate workforce of contractors and subcontractors in the covered.area - NOT just°.the federal projects. Female goals f are applicable to the contractor /subcontractor aggregate workforce regardless of area, again, NOT just federal projects. Goals are. a percentage of the total craft hours- worked. irr a.. covered area. OBLIGATIONS OF FEDERAL CONSTRUCTION CONTRACTORS AND SUBCONTRACTORS (CONTINUED) U (4) 'All reporting requirements contained herein. (*Signatory (voluntary compliance) craft unions are Part I trades; all non-- signatory or removed craft unions (trades) are. Part II and are subject to 60-4 specifications 4SLIIEME. Accacnea is a listing of all Region V Area_o_fffic�s -- e — ir" jurisdiction by county. In cases where a. contractor's permanent address is located outside of Region V, the CC-257 will be submitted to the Area - ♦: i• sr r -•r ,• e. In addition, a CC-257 indicating total hours worked by all crafts in all areas c be by of each t to cove female qoal requirements. ' This report should cover all crafts paid out of the- permanent address location except in permanent address Js� outsidt Region V, then it should report all crafts worki,ng An Region V.- LIUM wil (1) An officer • the company with authority to make binding legal commitments be present during the review process. Other personn involved with the employment processes of your company must be avai 1 abl e as wel 1 . I (2) All original payroll records relating to construction craft employee hours worked indicating race, sex, job title and status, and the work was performed. (3) Listings of all current employees, appl for employment, new hires, promotions, transfers, terminations, indicating dates of hire or application, date of personne� action taken, indicating race, job titles and reasons for terminations or non-selections of applicants. (4) Written evidence of all good faith efforts made to comply with the affirmative action requirements of the regulations relating to your entire workforce. (3) Breach of commitments Conciliation Agreement or direct violations of the EEO Clauses (such as discrimination) may be processed directly through a hearing without the benefit of a show cause notice. 10 E.Q. cLAusE 11246, From E.O.- 11246 as Amended The contractor will furnish all information and reports required by Executive order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant. 1--hereto, and will permit. access to his books,.records, and accounts by the Departmentand the Sec=etary of Labor rage Ito 3 Exhibit "A" Page 2 of; Exhibit "A" Authority: Part 130.15 (b) issued under Sec. 201, ENecutive Order 1124 30 F.R. 12319; and 41 CFR 60-1.4(b)(6- i Page 3 of 3 • • t SI .�.« } ^•. >. :. ^ - ♦ ^'. . .: �•t .: ,- aF :. •ter s..k+ ' _., ., r' :: •ee+ f� tla • ^. to n f tY Y :.,, ` • " H • • is . ,. i :,:: ♦ �• n • - ♦ ^ i i + f i ♦ # t 4 E - s.c s h. :; •I:a :'♦Y •^ ", ••[• `i;,i` -: # x: � , �a..� -' •;:'• 4 b *i J� • =h' YY.. `, -. • .,.e `.}! }•x !! 5 • ♦, .:t � ♦s• 'li ` r F� 8rte a•f.Y' •,_ � - .... a..;.,• 'e ;.. .._., •. : :+." 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Y • r 9 f Y • • .: • •. ' , i 4 1 1 Exhibit "A" 49256 It LES. AND., REGULATIONS trades which have unions participating in a Maintain a. current file of the names. other training by anY recruitment :source: the Contrac must be able•to dem d telephone- numbe of the Contractor shall send written notifies- g- . o the In and compli- minority and female off- the - street applicant Edon to organizations such as the above. de- anca the provigiong of any such Home- and minority- or- female referral. from a scribing the openings, screening procedures. town Plaza. Each Contractor or Subcontrac- union. a recruitment source or community and tests to be used in the selection process. ,tor participating in an approved P! an is ind! Organization and of what action was taken J. Encourage present minority and female vidually, required to comply with Its ob with respect to each such individual. If such employees to recruit other minority persons bons unde the . and to mak& a . Individual was sent to the union hiring hall and women and- where reasonable. provide tood faith effort to achieve each c oal under . for referral and was not referred bad to the after school er and vacation employ- the Plan in each trade in which It has em -' Contractor the union or; If referred: not ment to minority and female youth both on Ployees. The overall good falth performance employed by the Contractor. this shall. be the site and in other areas of a Contractor's by ' other Contracwrs " or Subcontractors documented in the file with the reaso workforce. toward a zoal in an approved Plan does not therefor., along with whatever additional ac- k. Validate an tests and other selection re- el=m any coverect, Contracto Subcon -- tions the Contract may ha ve takerL °" 4utrements where there is an obligation to tractoes failure to ,take th efforts to d vide immediate wr! tten no on do so under 41 CPR Part 60-•3. achieve Mae Plan goals and timetables. to the Director when the union or unions L. Conduct. at least annually. an inventory C The Contractor Implement the with - which. the Con a c^ Contractor has collecti evalua at least of all minority and :specif ve ° o n pro- bargaining agreement has not ref erred to femal per for promotional opportu- vided 7s through p- of these the Contractor a. minority persan or woman nities and encourage these em ployees to ons; The -soals set forth in -the so- sent by.th& Contrac or , when the, Con- seek or to prepare for: through appropriate Iici on. . con resulted tractor bas' other Information ' t - the g. etc., such dpportuniti am e . :: . a : of . the: total union referral p Impeded the Con - m. that seniority practices, job hours of loym o f minor tract efforts to meet Its obligations. classifications. wore assignments and other Ity and female utilizatio the Contractor e. Develop on- the -job trainin obpo t- personnel practices, do not have a discnmi- should iy be to achieve In andlol participate in t pro natory effect by continually monitoring all con n in which it has employees for the am which expressly include minor - personnel and employment related activities in the co The Contractor is ex- !ties and women. including upgrading pro- to ensure that the EEO policy and the Con- pected make, substantially uniform' pro- gram and apprenticeship and tzianee pro-- tractor's obligati under these specifica- greas toward Its goal& in each craft relevant to the Contracto emp loy- ";..Lions are being carried out. the peri specified. meat needs, espec tally those programs a. Ensure that all facilities and company , b.- Weltherwth provisi Of collective funded or approved by the t of ; activities am nonsegregated except that sep- bargaininragreementnorlthe failure by a Lalmr. Th Contract shall provIde'notice or r toilet: and necessary unio - wh the- Contracto : : a col -, _ of then p to the compiled , facilities be provided' to 1 ve t. to refer either under 7b above<. w privacy between the sexes.. _ ,min .or wom -. a the Con- f. Dineminsta the Contractor's EEO "' o, Document and maintain a record of all tractees.obilgatlons: under these by notice of the po licy to soltitations of offers subcontracts from tions. Executive 11246, o the - -" unions pro d req uest- - ` "minority and femal construction contrac- tions promulgated pursuant thereto. t= their cooperation in assistinx th0 Con.- 'tors and suppliers. Includinc cimmaulon of G. Ins order fora the nonworking in m Its obltrillz= by . solicitations to minority and.female contrac- ho -of; apprentices and—trainees 0. be induding it in my policy Mmual end collect > for associa and other burin _ co in meeting thw goals. such: peen -- tine bargaining aveementz by it tices and traineas must be emloyed by the its the - newpaper maual report. -.. p.. Cond a review, at lea st annually , of , Can the period. d etc4 b of the wlth '. all rs' a ce, m and perfot the Contracto m .have. mad :€t. t- management personnel and vtth dL mimir- under...the Contract policies ment -to, employ the apprentices and train- ityr ana female employm at l t once a and affirmative action obligations. ece at the completion of In ,. by the co O tl.' Contractors encouraged to partici- ject to the availability of employment Ope� :pallor = boards ble.tto all pate ln'v6luntary assoclations which assist portunities. Ttainees must be ed p - employ at location where construe- p is fUlfilling'one or more of `their affirmative ant, to pro proved y the tioa work Is performe& action obligations i?a through p). The ef- V.,S. De nt:of r jr. Review, at least annually. the comps - _ forts of a, contractor association. joint con- ?: The Contractor shall take specifio af- , ny's - EEO policy and affirmative action obii- tractor- union. -_co tor- community, or firmative actions- to ensure equal employ gations under these specifica with all : other Simi group of which. the contractor =ant opportunity. The . evaluation. of the- employees hay any : for Is a; aaember and participant. may be assert - Contractor's: compliance with these specifi- hiring layoff. termination or assignment. ed as fulfilling a nr one or more of its obliga- cations shall be - based n Its. effort to other t decisions Including, spe- t tions under ?a through p of these Speeifica- achieve is from its; actions. effle review of then Item with onsite super- 'Lions provided that the contractor actively The Contractor t . these ef- visory , personn such as ` Superintendents. participates :. its the grou ' es every forts fully, and ghall Implement af firmative Gene Foremen. etc., prior to the initt- effort to assure that. the grou has a, posi- action steps at Last as extensive as the fol- ation of construction work at any job site. A tive Impact on the employment of minor- lowing: - •. : written record shall be made and main- hies and women in the' industry, ensures a. Ensure and maintain a working en - L identifying the time and place of that the concrete: benefits of the program meat free of harassmenL Intimidation. and then mcettags, persons attending, subject are reflected in the Contractor's minority coercion at an altM.aod in all facilities at :matter dimmed., and disposition of the sub- and female workforce participation. makes a- which the Contractoes ernpiov are ject ter. good faith effort to meet its individual goals signed to worts -Con r. where h- Disseminate the Can rs.- EEO and timetables. 'and can provide. access to sibie will assign two or more women to each Po licy externally by Including it is any ad- ' documentation -which . demonstrates the ef- constructilon ject- The Contractor shall vertising, in the news media. specifically In- factiVenm Of actions taken on behalf, of the specifically ensure that all foremen. r- eluding. minority and female news media. Contractor. The obligation to comply. how - -Intendents. and other. on -site supervisory and, providing written notification to - d ever. Is the Contractor's and failure of such personnel are aware of and carry out the discussing the Contractoes EEO policy with a: group to fulfill an obligation shall not be a Contractor's obligation to maihtain such a other Contractors and Subcontractors with defense for the Contractor's noncompliance - working environment: with specifi atten- whom the Contractor does or anticipates V. A single goal for minorities and a sepa- tion. to minority or female Individuals wont- doing b to single goal for women have been estab- ing at such sites or, - in such f es.. 1. Direct its recruitment efforts, . both oral Ushed. The Con tor; however. is required b. Establish and maintain a current list of and written, to. minority, female and, com- to provide equal. employment opportunity minority and female recruitment sources. munity organintions.. to , schools with mi- : and to take affirmative action for all minor - provide written notification to minority and nority and female students and to minority Ity groups. both male and. female, and ail female-recrultment sources and to commu- 'and female recruitment and training orgard. women. both minority and non- minority. nity organizations when. the Contractor or zations serving the Contractor's recruitment Consequently. the Contractor may be in vio- Its unions have- employment opportunities area and employment needs. Not Tatar than ration of the Executive Order if a particular available. and maintain a record of the O one month prior to the date for the accept- group is employed a substantiaily'dLspa- nizations' res ante of applications for apprenticeship or rate manner (for example. even though the FEDERAL RE MSTER, VOL, 443,. f/O. 204—MC/!Y, OCTOUL 26,. 1 60-4-3 Continued Exhibit 44 9/ US. DEPARTMENT OFLABOR o pp Ics or A� comTwAcr comPuAplcx PR OG "Ams -)J OM UOL4ona4suoot • :. P.. • • •: ! •e • o4 a •. ROB P aaBAOD BAL43adSaJ D44 pauuo . • o4 000 r s:PR.A4uo t qW on UotMU US .. VAUD VA UO*eW OW U"n 0S , min On Aap 0S . ; � -, .PA VI soux oW OWWOH We as on WARM 3N vi _6 On UMSmyl 3N V1 o1w) an UQ1U1a5 3N - ... ,.. uoluego OW .. GaMd 3N UPPUNVO on 3 xa1W3N ffi »«» - .» ... kraBil� zwxaN .. .. +Y uox! 0 3N 8'Q Y1 AsPY on Jam 3N UP uY 3N Yf C9 0 1 4 0 0 8 ON _ » » . r nth Ovzi seuxy^ YB to Aid Y329Y 3t 3 VARM a o. 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UOTIRT OA!ISWMJJT 2 0 samlatilli pule SNOB al *SO IOU JMTAs'JOp=juOo atLL -07 tpazlTTlnzapun sl UDUIOIA 10 dnoi2 Alpou -r- 2JJP9dS J! -'aPJ0 aAlIrMaX721 01 D 1 uOP -TJOIA t4 'aq AIM JOU=t[03 ZXTI '11TWaUQB UaIUOA% Jw SrW 'm PoAalw.- sell Jolowluo -SNolivino3v Alfff SUN 4TqTqx2l PBnUTIUOD E*47-09 11 1 Maim • t # -.0 ARE­­-A ORE­ _F3_- NT GC 4 f MONTHLY EMPLOYMENT F __m PARTMENT OF LABOR A 1 1, � . M I MINORITY-��' M F M F M F 2 fMPt_0yfRS I - 140. 123456789 FEMALE. F ,journey worker _10— 00 100 310 : FEPERAL NO LOCATION OF CONTRACTOR (570 of fVNDING. 7 1 XYZ COMPANY 3 1 AGENCY APPRENTICE 601 1 INDIANA & JONES AVE, 160 INDIANAPOLIS IND. 46402 total of DOD & z r. r—m. In ml a. . 1460 1460) TOTAL NUMBER OF TOTAL N UMBE R O f 6b. 6c. 6d. 1 7. BLACK ASIAN OR AMERICA Total All ' 60 lNot of HISPANIC PACIFIC INDIAN on MINORITY FEMALE EMPLOYEES MINORITY EMPLOYEES 4 Journey worker 300 ISLANDER$ ALASKA N G PERCFNTA 6 j 2 NATIVE: APPRENTICE . m M I - F M F M F M F m F ,journey worker _10— 00 100 310 : 1 (570 of (100 of 7 1 3 1 APPRENTICE 601 1 160 total Of total of CARPENTER TRAINEE . 1460 1460) SUB-TOTAL i'6 b 1­1 0:,�,:., 60 39,0 6.8% 8 1 4 Journey worker 300 2 PLASTERER APPRENTICE TRAINEE SUB-TOTAL 0 0 2 Journey i�wker 960 1601 (160 of 6 IRON WORKER APPRENTICE total of 960) TRAINEE 4UB.TQTAL 166 16.1% 0 6 1 JourneV worker 610 i 290 (290 of 4 2 APPRENTICE total of ASBESTOS WORKER TRAINEE . 61 0 ) SUB-TOTAL 47.5% 0 4 2 Journey worker 3250 i 140 480 160 160 (1140 of (320 of 20 1 5 APPRENTICE 300 180 160 180 total of total of 2 1 1 1 ELECTRICIAN TRAINEE 3870) 3870) SUB-TOTAL 126 0C 80 ' 160 29.5% 8.3% 22 2 6 1 TOTAL JOURNEY VVORKERS 6320 4 240 1080 160 260 160 (2860 of (420 of 39 2 11 total of total of TOTAL APPRENTICES 460 i 180 160 180 160 7200) 7200) 3 1 2 j TOTAL TRAINEES GRAND TOTAL F60 160 30.0% 5.8% 42 3 13 1 11. COMPANY OFFICIAL'S SIGNATURE AND TITLE 12, TELEPHONE NUMBER (include area code) 13. DATE SIGNED PAGE Susan strongheartv President 317-234-5678 12429-78 L—OF — OMB APPROVAL No. 44-RI396 FORM CC-257 IRpy. 91781 Compliance Agency .................................. U.S. Government agency assigned responsibility for equal employ- ment opportunity. (Secure this information from the contracting officer.) Federal Funding Agency .. ...........................U.S. Government agency funding projecr tin whole or in part). If more then one agency, list all. S. Work-Hours of Employment (a-0l . - - . , - - .' . - ' .a. The total number of male hours and the total number of female hours worked by employees in each classification. I b.-*. Tice total number of male hours and the total number of famals hoursviorked by each specified group of mincrity employees in each classification. Classification ...... ........................... The level of accomplishment or status of the worker in the trade (Journey Worker, Apprentice, Traineei 7. Minority Percents . .. ............................The - percentage of total minority work hours of all work-hours (the sum of columns 6b, 6c, 6d, and 60 divided by column 6s; just one figure for each construction trade). 8. Female percents" .....................For each trade the number reported in 6s. F divided by the sum of the numbers repartea in 6a. M and F. 9. Total Number of Employees ........................Total number of male and total number of female employees work. ing in each classification of each trade in the contractor's aggregate work force during reporting period. 10. Total Number of Minority Employees .................Total number of male minority employees and total number of female minority employees working in each classification in each trade- in the contractor's aggregate work force during reporting period. I Exhibit "E" EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION POLICY STATEMENT Supervision has been made to understandthat their work performance is being evaluated on the basis of their equal emplovment opportunity efforts and results as wellas other criteria. It shall, be a responsibility of supervisors to take actions to prevent harassment of employees placed through affirmative action efforts. Exhibit 'T' DEPARTMENT OF LABOR REGION V, CHICAGO ESA/OFCCP AREA-OFFICE JURISDICTION BY COUNTY la NORTHWOOD LAKE PARK IMPROVEMENTS Jun °97 Jul '97 — _ L Aug'97 _j Se '97 Oct'97 Nov'97 .97 1. — .. . — — o4 C 4n 4C nn nr an A 0 IA 40 OA 00 A 0 IA 10 9A 90 3 A 13 iR 23 2A 3 A 13 19 23 281 PROJECT NORTHWOOD PARK IMPROVEMENTS New Hope, Minnesota 148' - f 95 1 S of Boone Circle South Curb ti AET JOB NO. 97-1645 DATE 5/19/97 PAGE I of 2 163'S of Boone Circle South Curb Sidewalk Q - E 0 6 3'X7' Concrete 0 cn 0 1 Box Culvert 0 > I < a C4 Inlet Weir—/( U.1 Wall C: 0 0 0 t m NO PROJECT NORTHWOOD PARK IMPROVEMENTS New Hope, Minnesota 148' - f 95 1 S of Boone Circle South Curb ti AET JOB NO. 97-1645 DATE 5/19/97 PAGE I of 2 4 Lki� A B' s � N - 5 del t 18-118-21-34-0082 %--- -- - - . r j DATE 6-17-96 I t. SUBSURFACE BOkING LOG AET JOE NO: 96-135 8 LOG OF BORING NO. 1 (u. I of 4) PROJECT: STORM/pED. BREGE MPROVFAIENTS, NORTHWOOD PARK; NEW HOPE, MN DEPTH SURFACE ELEVATION* GEOLOGY N mc SAWLE C. FIELJ) & LABORATORY TESTS IN MATERIAL DESCRIIFMN TYP. E IN WC DEN LL PL %-200 RD w/DM Fill, mixtam of clayey sand md silty sand, a 3 M SS 18 SHEETS FOR AN little gravel ad organic mataial, dark brown WL4NATION OF' j and brown 2 3 - F"' Mostly Sa nd y lean Cla With a little 9MVe" 5 M SS 18 CC: SS CA: DA Rig: 13 brown, black and gray 4 FUIL 5 4 M SS 18 Fill, mosdy sandy lean clay, a little Silty sand. 6 - gray, a little black 7 Organic clay, black, soft, a few larninations, SWAMP DEPOSIT 3 M SS 18 8 - of brown sand (OH) OR FM 9- -A1jJ1V1IjM 10 - 3 M SS 18 12 2 M SS 18 13 - Sapric peat, dark brown and black (PT) 14 - 15 - SWAMP 2 M SS 18 DEPOSIT 16 - 1 17 - 1 M SS 18 18 1 19 - Organic clay, a few shells, dark brown to brownish gray, very soft (OH/PT) 20 - 2" Vm m SS 18 21 3" NOTE: REM TO THE ATTACHED-i 24.5-74.5' RD w/DM SHEETS FOR AN WL4NATION OF' j CC: SS CA: DA Rig: 13 tylx�� ROME: U190 ' o AMERI � E NGINEERING 18 TESTIN INC. AM JOE NO: 14 PROJECT; S TOMPED. SS D EPM FEET MATERIAL DESCRflrMN Sand Ian clay with a little gravel, Stay, soft (CL) 24 25 26 Clayey sand with a little gravel, light y, med ium (SC) 27 28 29 30 31 32 33 Clayey sand with a little gravel, gra med ium to very stiff, lenses of waterbearing saud 34 below about 34' (SC) 35 36 37 38 39 40 41 42 Clayey sand with gravel, gray, stiff, a few lenses of waterbearWg sand with gravel 43 above about 44' (SC /C1.) 44 45 46 47 tylx�� ROME: U190 ' o 10 1W SS 18 14 M SS 18 96-1356 LOG OF BORD(O NO. 1 (R. 3 of 4) AET 108 NO: PROJECT: STORNVPED. BREDGE D"ROVEMENTS, NOW WOOD PARK. NEW HOPE, MN C ALLUVI I RIM 111 1, 19MME Miffs I MIEN' I mmm"AR-IMIgn 4190 MZ t AE"T !OE NO: LOG OF BORING NO. 2 (D. 1 o 2� PROJECT: OVEMENTS, NORTHWOOD RK; NEW HO . DEPTH SURFACE A'TION ° GEOLOGY N ABC S R EC. FIELD ...� & TORY TESTS FEET D ON WC DEN I.I. Pi. -200 6" Bite v 1 6 Base F DS R • vei, � DS 2 F;W, Mostly silty Sad With vel, brown, frozen to 4' F SS 18 3 Fall, of 1 c salty , 10 SS 18 b a little gravel, gray and b rown F ILL 7 8 iii SS is $ Fill, mostly silty sand with a tittle gravel, gray 10 1 5 W SS 18 11 12 z3 Organic clay with shells, gray and k gray 2 W SS 1s 11s mottled, soft (OH/PT) SWAMP DEPOSIT 14 15 FINE 11 SS 18 42 Silty clay with of organ mater ial, light ALLUVI lb gra very soft (CL-ML) 17 Clayey sand with a little gravel, light gray WEATHERI D 1 W SS is 16 18 very soft (SC) TILL OR MEKE 19 ALLUVI D 2 0 Clayey with a little gravel, light gray, S SS 1s medium (SC) 21 i 4/90 N REFE THE W SHEETS FOR AN fi Wf R • 4/90 W) :Rtly"i ijil 'i T I 910111 RIEN im "" I ERREME gfmm- Allffm%' [MIME , RRRESU 01*1411 owl WeIM P"; collam utf-SWO :I I zfAVA NaM REM TO THE ATrACUM SHEM FOR AN EXPLANAMON OF RNG COMPLETED: 3/29/% rr cc: LB CA: GH Rig: VR 4/90 ANMUCAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AM 108 NO: 96-13 LOG OF BORING NO. 4 (R- I Of 1 ) PROJECT: STORM/PED. BPJDGE 51PROVENIENTS, NORTHWOOD PARK; NEW HOPE. MN DEFM I IN SURFACE ELEVATION- 839.2 THE ATTACHED GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEM FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-200 LOGY ON F DS LB CA. GH - At. 27k .......................... THIS LOG Fill, mostly clayey sand with a little gravel, 2 - dark brown and brown, hwm FILL F Ss 16 3 - Sandy lean clay with a little gravel, brown, WEATH D 4 - frozen to 4' (CL) TILL 10 M SS 20 6 Clayey sand with a little gravel, brown mottled, stiff (SC/CL) 7 15 M Ss 18 9 - 10 - TILL 8 M SS 20 12 - 7 M SS 20 13 - Clayey sand with a little gravel, gray, medium to stiff (SC/CL) 14 - 15 8 M SS 20 16 - 17 - 13 M Ss Is FINE 19 - Lean clay, reddish brown, stiff to very stiff ALLUVIUM (CL) 20 - 16 M SS iS 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS N THE ATTACHED SHEETS FOR AN EXPLANATION OF ti LOGY ON LB CA. GH - At. 27k .......................... THIS LOG N SUBSURFACE BORING LOG P i i AET JOB NO: 9&13 DRELLING N(ETHOD I.oG OF BORING NO. 5 (D . 1 O f 3� PROJECT: STORMPED. BRMGE MPR OVENWNTS , N , MN DEPTH SURFACE ATION GEOLOGY N MC S SEC. TORY ISM FEET MATERLAL DESCRIPTION TYPE IN. WC DEN ICY. pL •200 F DS EXPLANATION OF-j. = 51 - 11 Z I ,,..._ Fill, mixture of clayey sand and salty sand, a 2 little gravel , brown, dark brown and grayish FILL brown, frozen to 2' T M SS 16 3 4 Lm clay, gray, soft (CLJOL) FINE s 4 ALLUVIUM 2 M SS 20 b Sap ric peat dark brown ( S} SWAM P SIT 7 SS 18 9 am ALLU V'I Organic clay, black, very soft (OH) OIL 10 SWAM s » W SS 20 DEPOSIT 11 12 awls Organic clay, black, very soft (O ! 1 m SS 20 13 14 15 Hetnic peat, brown and dark brow ( M SS 20 I 16 17 IS SWAM WH M SS 20 DEPOSIT Organic clay, dark brownish y to Is brownish gray, very soft (OH/M 20 9 M SS 20 21 F DEPTH: DRELLING N(ETHOD NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF-j. = 51 - 11 Z ,,..._ SUBSURFACE BOkLNG LOG �iEui E�3�3 FM AUI COAME ALLUVII "Mme M:' ., AMERI ENGINEERIN SUBSURFACE BORING LOG TESTIN C. PROJECT In �::�, I - NOTE: CAN A = i I THE ATTACHED I i SHE.ETS FOR AN EXPLANATION 012� ........... 2 - Fill, mixture of lean clay and sandy lean clay, a little gravel, brown and dark brown, frozen to 3' F/M SS 20 3 4 FILL Y 3 19 Ss 16 6 - Fill, mixture of sandy lean clay and clayey sand, a little gravel, brown and SM. a little 7 black VM W SS 18 9 10 Clayey sand with a little gravel, brown and k WEATHMD 5 W SS 14 gray mottled, medium, a few lenses of TILL OR waterbearing and (SQ (may be fill) FU-L 12 5 M SS 20 13 - 14 - Sandy lean clay with a little gravel, brown to brownish gray, medium (C1JSQ 15 - 6 M SS 20 16 - ML 17 - 18 - 19 - Clayey sand with a little gravel, brown, stiff (SC) 20 - 15 M SS 20 xl END OF BORING DEPTH. DRILLING METHOD WATER LEVEL MEASURENIENTS DATE TffviE SAM[PLED CASING CAVE-IN DRILLING 0-19.S 3.2S" BSA DEPTH DEPTH DEPM FLUID LEVEL 4/11 96 12:30 9.0 7.0 8.0 411/96 11 00 21.5 19.5 20.0 ORING PL1 D-. 4/1/% 4/1/% 1 1:30 21.5 1 0 1 1 C: LB CA: GH Rig: NOTE: CAN A = i I THE ATTACHED I i SHE.ETS FOR AN EXPLANATION 012� ........... AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 97-1645 WATER LEVEL MEASUREMENTS LOG OF BORING NO. 8 (p. I of 1) DATE PROJECT: Northwood Park / 56th and Xylon Avenue provements; New Hope, Nihmesota DEPTH SURFACE ELEVATION: 887.7 0-19.5 3.25 HSA GEOLOGY I N MC SAMPLE REC. IELD & LABORATORY TESTr - 4-24-97 11:15 IN FEET MATERIAL DESCRIPTION 21.0 NO SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON T IN WC DEN LL PL %-200 7.5 BORING 4-24-97 11:55 21.0 9 M SS 18 1 1 Fill, mixture of silty sand, clayey sand and THIS LO FILL t 7*5 I CC: VD CA: IAA Rig:3 I 2 - gravel, dark brown 7 M Ss 18 3 T 4 - Organic clay, b lack, so -TOPS011— 5 - Lean clay, dark grayish to brown, soft (CL) FINE 2 M SS 12 6 - ALLUVIU`j 7 Silty sand, fine grained, brownish gray and COARSE 2 W/Wj SS 18 8 - black mottled, wet, very loose (SM) ALLUVIUM 9 - 10 - Clayey sand with gravel, light gray, soft (SC) WEATHER D 4 M SS 18 17 TILL 12 13 - WH M SS 18 17 14 - 15 - Clayey sand with a little gravel, very soft to TILL I 7 M SS 18 16 - medium (SC/CL) 17 18 - 19 - 20 6 M Ss 18 21 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 0-19.5 3.25 HSA - 4-24-97 11:15 21.0 19.5 21.0 NO SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 1 4-24-97 11:30 21.0 0 8.1 7.5 BORING 4-24-97 11:55 21.0 O_ 4.0 COMPLETED: 4/24197 1 1 THIS LO t 7*5 I CC: VD CA: IAA Rig:3 I I 4/90 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 97-1645 WATER LEVEL MEASUREMENTS LOG OF BORING NO. 9 (ID. I Of 1) PROJECT: Northwood Park / 56th and XvIon Avenue IMprovements; New Hope, Minnesota DEPTH SURFACE ELEVATION: 888.6 DRILLING FLUID LEVEL GEOLOGY N MC LE SAMPE REC. FIELD & LABORATORY TEST5 IN FEET MATERIAL DESCRIPTION SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TYP IN. WC DEN LL PL %-200 Fill, mostly sandy lean clay with a little gravel, 12:50 FILL 4 M Ss 16 dark brown and black COMPLETED: 4/24197 THIS LOG 2 D 7 M Ss 18 Sandy lean clay with a little gravel, brown -RI WEATHER 3 — mottled, medium (CL) TILL 4 — 5 — Clayey sand with a little gravel, brown 7 M SS 18 mottled, medium, a few laminations of wet 6 sand (SC) 13 M SS 18 9 — Sandy lean clay with a little gravel, brown 10 — mottled, stiff to very stiff (CL/SC) 15 M SS 18 11 TILL 12 — 13 — 17 M SS 18 14 — 15 — 10 M SS 18 16 — Sandy lean clay with a little gravel, gray, stiff 17 — (CL/SC) 19 — 20 — Clayey sand with a little gravel, grayish /A brown, stiff (SC) 13 M SS 18 21 — FND OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL THE ATTACHED 0-19.5 3.25 HSA SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON 4-24-97 12:40 21.0 19.5 20.7 N 4-24-97 12:50 21.0 0 16.3 NONE BORING COMPLETED: 4/24197 THIS LOG CC: VD CA: DA Ejj-, 3 4/90 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 97-1645 WATER LEVEL MEASUREMENTS LOG OF BORING NO. 11 1 of 1) PROJECT: Northwood Park / 56th and X Avenue linprovements; New Hope, Minnesota DEPTH SURFACE ELEVATION: 887.2 DRILLING FLUID LEVEL GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TEST- IN FEET MATERIAL DESCRIPTION 4-24-97 TYPE IN. WC DEN LL PL %-200 1 4-24-97 1:45 21.0 4 M SS 18 BORING 4-24-97 21.0 0 13.0 Fill, mixture of sandy lean clay and clayey 10.4 COMPLETED: 4124197 27:05 2 - sand, a little gravel, brown, a little dark brown FILL THIS LOG CC: VD CA: DA Ej . �3� 4 M SS 18 3 4 - 1 5 - TOPSOIL 3 M SS 18 Organic clay with roots, black, soft (OL) OR 6 - ;z SWAMP '-- Sandy lean clay, light gray and brown WEATHER f D 2 M SS 3 19 8 - mottled, soft (CL/SC) TILL 9 - 10 - Clayey sand with a little gravel, light gray and O 2 SS 18 21 11 — brown mottled, soft, a few laminations of TILL waterbearing sand (SC) 12 - 13 - I M SS 18 14 - Silt, gray and grayish brown mottled, a few 15 - lenses of silty clay (ML) FINE 6 M SS 18 ALLU , 16 - 17 - 18 - 19 — 20 - Clayey sand with a little gravel, gray, medium TILL 7 M SS 18 (SC/CL) 21 d END OF BORING .. ....... ... ....... DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED DATE TRvIE SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING FLUID LEVEL WATER LEVEL 0-19.5' 3.25" HSA 4-24-97 1:35 21.0 19.5 21.0 NONE SHEETS FO A 4-24-97 1:45 21.0 0 18.5 13.0 EXPLANATION OF TERM OLOGY ON BORING 4-24-97 21.0 0 13.0 10.4 COMPLETED: 4124197 27:05 THIS LOG CC: VD CA: DA Ej . �3� 4/90 CERTIFICATE OF INSURANCE - WORKERS' COMPENSATION & LIABILITY ONLY This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. Limits shown may have been reduced by paid claims. Project: ADDENDUM #1, NORTHWOOD LAKE PARK IMPROVEMENT, NEW HOPE, MN Certificate Holder: CITY OF NEW HOPE Address: 4401 XYLON AVENUE NORTH NEW HOPE MN 55428 Arch /Engr: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC., 2335 WEST HIGHWAY 36, ST. PAUL, MN 55113 Insured: AMES CONSTRUCTION, INC. Address BURNSVILLE MN 55306 Agent: COBB STRECKER DUNPHY & ZIMMERMANN, INC. Address 150 SO. 5th ST., SUITE 2000 MINNEAPOLIS, MN, 55402 WORKERS' COMPENSATION Policy No. VVVK6300118 Effective Date 05/01/97 Expiration Date 05/01/98 Insurance Company ST. PAUL GUARDIAN INS. CO. COVERAGE - Workers' Compensation, Statutory. Employers' Liability Limit $1,000,000 Each Accident $1,000,000 Disease Policy Limit $1,000,000 Disease Employee Limit GENERAL LIABILITY Policy No. KK06300241 Effective Date 05/01/97 Expiration Date 05/01/98 Insurance Company ST PAUL FIRE & MARINE INS CO () Claims Made (X) Occurrence () Owner's & Contractor's Protective () Other LIMITS: General Aggregate Limit (Other Than Products - Completed Operations) $2,000,000 Products - Completed Operations Aggregate Limit $2,000,000 Personal & Advertising Injury Limit $1,000,000 Each Occurrence Limit $1,000,000 COVERAGE PROVIDED: Operations Of Contractor Operations Of Sub- Contractor(Contingent) Does Personal Injury Include Claims Related To Employment? Completed Operations /Products Contractual Liability (Broad Form) Exceptions: YES Governmental Immunity Is Waived YES Property Damage Liability Includes: Damage Due To Blasting YES Damage Due To Collapse YES Damage Due To Underground Facilities YES Broad Form Property Damage YES YES YES YES YES AUTOMOBILE LIABILITY Policy No. KK06300241 Effective Date 05/01/97 Expiration Date 05/01/98 Insurance Company ST PAUL FIRE & MARINE INS CO (X) Any Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos LIMITS: Bodily Injury $ Each Person $ Each Occurrence -OR- Property Damage $ Each Occurrence Combined Single Limit $1,000,000 Each Occurrence Exceptions: UMBRELLA EXCESS LIABILITY Policy No. 563KX0106 Effective Date 05/01/97 Expiration Date 05/01/98 Insurance Company ST PAUL FIRE & MARINE INS CO LIMITS: Single Limit Bodily Injury $1,000,000 Each Occurrence And Property Damage $1,000,000 Aggregate COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile Liability. YES Are any deductibles applicable to bodily injury or property damage on any of the above coverages? If so, list. NO Amount $ AGENT CARRIES ERRORS AND OMISSIONS INSURANCE? YES Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days written notice to the parties to whom this certificate is issued. Dated at Minneapolis, MN On 06/30/97 By ki,6na_AAatA_ Certificate No. 00034860 Authorized Insurance Representative 1h e . 9paUj ST. PAUL FIRE AND MARINE INSURANCE COMPANY CERTIFICATE OF Surety 385 Washington Street, St. Paul, Minnesota 5510 AUTHORITY NO. CERTIFIED For verification of the authenticity of this Power of Attorney, you may telephone toll free 1- 800 - 421 -3880 and ask for COPY NO. the Power of Attorney Clerk Please refer to the Certificate of Authority No, and the named individual(s). GENERAL POWER OF ATTORN - CERTIFIED COPY � �� F - 11771 (Original on File at Home Office of Company, ',See Certification.) KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, Having its principal office in the City of St. Paul, :Minnesota, does hereby constitute and appoint:' Bruce N. Telander, R. W. Frank, John P. Martinsen, Gary S. Soderberg, R. Scott Egginton, Donald R. Olson, Dennis J. Linder, John E. Tauer,;Mary L ChasleS, individually, Minneapolis, Minnesota its true and Iawful attorneys) in -fact to execute, seal and deliver for and on its behalf as surety; any and all bonds and undertakings recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law; statute, rule, regulation, contract or otherwise, NOT TO FXCM IN PENALTY THE SUM OF FIFTY MMU ON " DOLLARS ($50,000,000)EACH and the execution of all such instrument(s) in pursuance of these presents; shall be as binding upon said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified to grid may be revoked; pursuant to and by authority" of Article V,- Section 6(C), of the By -Laws adopted by the Shareholders of ST. PAUL FIRE AND MARINE' INSURANCE COMPANY at a meeting called and held on the 28th day of April, 1978, of which the following is a true transcript of said Section 6;(C). "The President or any Vice President; Assistant Vice President, Secretary or Service Center General Manager shall have power and authority (1') To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attomeyn -fact or Special Attorney -in -fact and rev =oke the authority given him." Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 5th; day of Inlay, 1959, of which the following is a true excerpt:, "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile; and any such power of attorney= or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed) and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to ' any bond or undertaking to which it is attached." p IN TESTIMONY' WHEREOF, St Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate 0 11 RE 4 u °a seal to be affixed b y � y its authorized officer, this 30th day of November, A.D, 1990, " .y 4P T � , ST. PAUL FIRE AND MARINE INSURANCE COMPANY A STATE OF NEW' JERSEY j ii !✓ J ss. „ ^,,, County of Somerset KENNETH J. RYAN, Secretary On this 1st day of February f 4 94 before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he /she is the therein described and authorized officer of St. Paul Fire and Marine Insurance: Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his/her signature were duly affixed' by order of the Board of Directors of said Company, IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the township of Bedminster, New Jersey, the day and year first above written, `mat sntEr LINDA SMi `I+fflH , Notary Public, Middlesex, NJ My Commission Expires December l6, 2001 CERTIFICATION I, the undersigned officer of St. Paul Fire and Marine Insurance Company, do hereby certify that I Have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of ;Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof,; and of the whole of the said originals, . and that the said Power of Attorney has not been revoked and is now in full force and effect. �'pIRE IN TESTIMONY WHEREOF, I have hereunto set my hand this l=� v, c 27th day of June 19 9} MICHAEL W; ANDERSON, Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No, printed in red on the upper right corner is binding, Photocopies„ carbon copies or other reproductions of this document are invalid and not binding upon the Company, ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WITHOUT ANY VALIDITY, 29550 Rev. 12 -96 Printed in U.SA. YheSlftl ST. PAUL FIRE AND MARINE INSURANCE COMPANY CERTIFICATE OF Surety 385 Washington Street, St. Paul, Minnesota 55102 AUTHORITY NO, CERTIFIED For verification of the authenticity of this Power of Attorney, you may telephone toll free 1 -800- 421 -3880 and ask for COPY NO. the Power of Attorney Clerk, Please refer to the Certificate of Authority No and the named individual(s), F -11771 GENERAL POWER OF ATTORNEY - CERTIFIED COPY � (Original on File at Horne Office of Company. ;See Certification.) KNOB' ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State ' of Minnesota, having its principal office ill the City of St, Paul, Minnesota, does hereby constitute and appoint. Bruce N. Telander, R. W. Frank, John P. Martinsen, C;ary Soderberg, R. Scott Egginton, Donald R. Olson, Dennis J. Linder, John E. Tauer, Mary L. Charles, individually, Minneapolis, Minnesota its true and lawful attorney(s) -in -fact to execute„ seal and deliver for and on its behalf as surety„ any and all bonds and undertakings, recognizances; contracts of indemnity and other writings obligatory in the nature thereof; which are or may be allowed, required or permitted by law; statute; rule, regulation, contract or otherwise, NOT TO.EKE IN PENALTY THE SUM OF FIFTY MTI,LI DOLLARS ($50 000,000)MM and the execution of all such instrument(s) in pursuance of these presents, shall be as binding upon said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents andpurposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified to and may be revoked. pursuant to and by authority of Article V,-Section 6(C); of the By -Laws adopted by the Shareholders of ST. PAUL FIRE AND MARINE INSURANCE COMPANY at a meeting called and held on the 28th day of April, 1978, of which the following is a true transcript of said Section 6'(Q) "The President or any Vice President, Assistant Vice President. Secretary or Service: Center General Manager shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in pursuance of this section ancUor any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special Attorney -in -fact and revoke the authority given him," Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 5th day of May, 1959, of which the following is a true excerpv "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile; and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid binding upon the Company and any such power so executed and certified by facsimile signatures' and facsimile seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached;" Nun � IN TESTIMONY WHEREOF, St. Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate J ktitE 4 w seal to be affixed by its authorized officer„ this 30th day of November, A:D, 1990 c ST. PAUL FIRE AND MARINE INSURANCE COMPANY H mx •oys c S STATE OF NEW JERSEY 1 % _y ° u County of Somerset J KENNETH J. RYAN, Secretary On this 1St day of February 19 94 ; before me carne the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he/she is the therein described and authorized officer of St. P aul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate ;Seal and his/her signature were duly affixed by order of the Board of Directors of said Company, IN TESTIMONY WHEREOF, I have hereunto set my= hand and affixed my Official Seal, at the township of Bedminster, New Jersey, the day and year first above written, _ LINDA SMS, Notary Public, Middlesex, NJ My Commission Expires December 16, 2001 CERTIFICATION L the undersigned officer of St. Paul Fire and Marine Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME = OFFICE OF SAID COMPANY, and that the same are correct; transcripts thereof; and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full fore and effect, a9 IN TESTIMONY WHEREOF, I have hereunto set my hand this �?s ° 27th day of June 19 97 MICHAEL V4, ANDERSON, Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No. printed in red oil the upper tight corner is binding. Photocopies, carbon copies or other reproductions of this document are invalid and not binding upon the Company„ ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WITHOUT ANY VALIDITY. " 29550 Rev. 12-96 Printed in U,S.A. I j M1 April 13, 1098 CERTIFIED MAIL, RETURN RECEIPT REQUESTED CU3B STRIEC1,E -R New Hope City Hall Suite 2000 Attn: Daniel Donahue 150 South Fifth St. 4401 Xylon Avenue N. Minneapolis Q New Hope, MN $5.428 Minnesota 55402 phone 612..349.2400 fax 612. 349.2490 « RE PRINCIPAL: AMES CONSTRUCTION INC. BOND NO : JW 9004 PROJECT : City Project: #:498; Northwood•Lake.Park Improvements -Bond Effective: "June 27,;1997 «, . In accordance with the Minnesota Public Works Law, [Minnesota Statutes 574.26 -32], the complete mailing,address of the principal and. the surety must be on the Payment Bond. Please attach the enclosed Rider to Bond No. JW 9004. 4 Sincerely, Cobb Strecker Dunphy & Zimmermann, Inc. Nina E. Werstein o *A Surety Bond Coordinator Enclosure RIDERATTMOG w Project: Northwood Lake Park Improvements; City Project No. 498 CHANGE RIDER BOND NO. ON 8 ALF OF JW 9004 AMES CONSTRUCT INC. 1 .1 -- IN FAVOR OF 6 -27 -97 CITY OF NEW HOPE, MINNESOTA ADDITIONAL PREMIUM RETURN PREMIUM EFFECTIVE DATE OF CHANGE $ - - - - S - - - - June 27, 1997 This rider is to be attached to and form a part of the above described bond. In consideration of the additional or return premium shown above the surety hereby gives its consent to adding the address of Ames Construction, Inc -the Principal to the Performance and Payment Bond: 14420 County Road 5, Burnsville, MN 55306 Provided, however, that the aggregate liability of the surety for any one or more losses occurring prior to the effective date of change shall not exceed $ 1 , 023 , 249.60 , or for any one or more losses occurring after said date exceed $ 1 , 023 , 249 . 60 It is further understood that in no event shall the surety's liability be cumulative. Signed and dated on April 13, 1998 (Month, day, year) ST. P FIRE AND MARINE INSURANCE COMPANY By (Attorney in fact) Donald R. Olson Accepted By ST. PAUL FIRE AND MARINE INSURANCE COMPANY CERTIFICATE OF Surety 385 Washington Street, St, Paul, Minnesota 55102 AUT NO. ' CERTIFIED For verification of the authenticity of this Power of Attorney, you may telephone toll free 1-800-421-3880 and ask for COPY NO. the Power of attorney Clerk. Please refer to the Certificate of Authority No. and the named individual(s). F -11771 GENERAL POWER OF ATTORNEY - CERTIFIED COPY 2 0274 t " , 1 M (Original on File at Home Office of Company. See Certification.) KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, having its principal office in the City of St. Paul, Minnesota, does hereby constitute and appoint: Bruce N. Telander, R. W. Frank, Johan. P. Martinsen, Gary S. Soderberg, R. SCott Egginton, Donald R. Olson, Dennis J. Linder, John E. Tauer, Mary L. Charles, individually, Minneapolis, Minnesota its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, xecogmzances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, NOT TO EXCEED IN PENALTY THE SUM OF FIFTY MILLION DOLLARS($50,000 000)EACH and the execution of all such instrument(s) in pursuance of these presents, shall be as binding upon said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office, This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V,-Section 6(C), of the By -Laws adopted by the Shareholders of ST. PAUL FIRE AND NIARINE INSURANCE COMPANY at a meeting called and held on the 28th day of April, 1978, of which the following is a true transcript of said Section 6'(C. "The President or any Vice President, Assistant Vice President, Secretary or Service Center General Manager shall have power and authority (1) To appoint Attomeys -in -fact, and to authorize them to execute on behalf of the Company, and attach the ,Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any trine, any such Attorney -m -fact or Special Attorney -in -fact and revoke the authority given him." Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 5th day of May, 1959, of which the following is a true excerpt: "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorne or any certificate relating thereto by facsimile, and any such power of attorney or certificate beating such facsirile signatures or facsimile seal shall be valid' and binding upon the Company and any such power sr executed and certified by facsimile signatures' and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. " IN TESTIMONY WHEREOF, St. Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate yorE seal to be affixed by its authorized officer, this 30th day of November, A,D, 1990. / ST. PAUL FIRE AND MARINE INSURANCE COMPANY w ms O: STATE OF NEW JERSEY j 1111 1 A*i�e�� County of Somerset ss KENNETH J. RYAN, Secretary On this 1St day of February 19 94 before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he /she is the therein described and authorized officer of St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and hisllier signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the township of Bedminster, New Jersey, the �pn stir day and year first above written, Op NEW �F. •���/ \ v/ LINDA SMETHE S„ Notary Public, Middlesex, NJ My Commission Expires December 16, 2001 CERTIFICATION I, the undersigned officer of St, Paul Fire and Marine Insurance Company, do hereby certify that I have compared the foregoing copy of the Power' of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the suite are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect, IN TESTIMONY WHEREOF, I have hereunto set my hand this Z� j day of 19 MICHAEL W. ANDERSON, Secretary 9 "U +n �m yG Only a certified copy of Power of Attorney bearing the Certificate of Authority No. printed in red on the upper might confer is binding. Photocopies, carbon copies or other reproductions of this document are invalid and not binding upon the Company ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WTTHOUT ANY VALIDITY. 29550 Rev, 12 -96 Printed in U.S.A,