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Imp. Proj. #470OFFICIAL FILE COPY -- N 0 Hope, Report for City Project No.%4m I New Minnesota. Im Geotechnical Services Commercial, Residential Municipal, DHUD May 2, 1991 4000 Beau DRue Drive, Eagan, MN 55122 (612) 452-6913 City of New Hope % Mr Phil Gravell Bonestroo Rosene Anderlik & Assoc. St Paul, MN 55113 Re: Subsurface Soil Investigation 1991 Street Resurfacing Program City of New Hope Project Number 470 Allied Project: 91031 Dear Mr Gravell: Enclosed is our findings for the above mentioned project. Eighty four boring's were completed to obtain asphalt thickness, inplace granular base thickness and subgrade soil types. All borings were performed to a minimum depth of 3 feet. Holes were then backfilled with native cuttings and cold mix hole patching. The borings generally indicate 1 to 4 inches of asphalt, 3 to 8 inches of granular base, and clay loam and sandy loam subsurface s o i l s . The MDOT T r i ax i a 1 and AASHTO s o i l c l a s s i f i c a t i o n s are based solely on visual classifications, no additional lab testing was performed on the soil samples. All of the borings were placed as per your locations marked in the field and on the maps that you supplied with proposed borings locations indicated. An invoice for our services is included with our report. If we can be of any help on this or on any other matter, please do not hesitate to contact us. Respectfully, ALLIED TEST DRILLING COtOPANY 00 Keith Willenbring enclosures KW -W� I FIGURE 2, r, FIGURE 3 { z O 5 f O x 5 0 le W z O N FIGURE 5 ! Gl u.E z O FIGURE T A s a W • a AMWA s4 Fig. No. 1 co - r 9 - - • ti - Q Ai Z D n w W qp- 0 z 2 H • 2 w w z 0 0 in TH ............. COLLECTOR STREET ' ASSESSMENT AREA SOUNDARY a RAGONWO t ArWtoele uF Fig. No. 3 ol ■ ■ C thl A I ---w oft oll� a% SUNNYSIO PARK iw F N I cc jy -i 4c cc O Go LL cc 0 ar co 0 CL PROPOSED 16' STORM $EWER EXTENSION I=Nxwmmmm ASSESSMENT AREA BOUNDARY 1 PROPOSED 16° STORM SEWER EXTENSION co r O Z D �t O 4 V W Y F- LU Z Z C- ASSESSMENT AREA BOUNDARY "s LAW, co r O Z D �t O 4 V W Y F- LU Z Z C- ASSESSMENT AREA BOUNDARY "s 1 loop - City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 1 Boring Location:INDEPENDENCE AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.6" Asphalt (1.6 1.6*' to 36.0" Gravel Base (3.4"+) Boring No: 2 Boring Location:INDEPENCENCE AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt (2.3") 2.3" to 18.0" Gravel Base (15.7") 18.0" to 36.0" Brown PLASTIC AND LOAM, Trace gravel, AASHTO A-6 Boring No: 3 Boring Location:52ND AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 4.3" Asphalt (4.3") 4.3" to 10.1" Gravel Base (5.8") 10.1" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 4 Boring Location:HILLSBORO AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 4.2" Asphalt (4.2") 4.2" to 29.2" Gravel Base (25") 29.2" to 36.0" Brown LOAMY SAND AND GRAVEL, AASHTO A-2 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 5 Boring Location: AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7 ") 2.7" to 7.8" Gravel Base (5.1 ") 7.8" to 36.0" Brown BROWN CLAY LOAM, AASHTO A -6 Boring No: 6 Boring Location: AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 4.4 Asphalt (4.4 ") 4.4" to 12.4" Gravel Base (8.0 ") 12.4" to 36.0" Brown SANDY CLAY LOAM, Trace gravel AASHTO A -6 Boring No: 7 Boring Location: 1/2 AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7 ") 2.7" to 9.7" Sampling Depth (7.0 ") 9.7" to 36.0" Brown PLASTIC SANDY LOAM, Trace gravel AASHTO A-6 Boring No: 8 Boring Location: ISLAND AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 1.6" Asphalt (1.6 1.6" to 6.4" Gravel Base (4.8 ") 6.4" to 36.0" Brown CLAY LOAM, AASHTO A -6 AL-L_ I EL? - TEST C3R I L_L_ I NC3 (ZCO"IPAINY City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 9 Boring Location: AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.4" Asphalt (2.4 ") 2.4" to 5.1" Gravel Base (2.7 ") 5.1" to 36.0" Dark Gray CLAY LOAM, AASHTO A -6 Boring No: 10 Boring Location: ISLAND AVE Date of Boring: -30 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt (2.0 ") 2.0" to 11.0" Gravel Base (9.0 ") 11.0" to 36.0" Dark Brown CLAY LOAM, AASHTO A -6 Boring No: 11 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2 ") 2.2" to 12.2" Gravel Base (10.0 ") 12.2" to 36.0" Brown CLAY LOAM, AASHTO A -6 Boring No: 12 Boring Location: AND 46TH AVES Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 1.4" Asphalt (1.4 ") 1.4" to 7.4" Gravel Base (6.0 ") 7.4" to 36.0" Brown CLAY LOAM, AASHTO A-6 AL-1 I aE> - rIES - r E>R I L-1 I NC (ZX- PAN)r City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 13 Boring Location:.RHODE ISLAND AND 46TH Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 12.8" Gravel Base (10.2") 12.8" to 36.0" Light Brown CLAY LOAM, AASHTO A-6 Boring No: 14 Boring Location:45 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.8" Asphalt (2.8 2.8" to 8.8" Gravel Base (6.0") 8.8" to 36.0" Gra'y SANDY CLAY LOAM, AASHTO A-6 Boring No: 15 Boring Location:.RHODE ISLAND AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt (2.3") 2.3" to 3.8" Gravel Base (1.5") 3.8" to 36.0" Gray SANDY CLAY LOAM, AASHTO A-6 Boring No: 16 Boring Location:45TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.3" Asphalt (3.3") 3.3" to 11.8" Gravel Base (8.5") 11.8" to 18.0" Black SLIGHTLY ORGANIC CLAY LOAM, AASHTO A-6 18.0" TO 36" Light Brown CLAY LOAM, AASHTO A-6 ! 1 1 1 � 11 � � � � � � � I City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 17 Boring Location: AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.8" Asphalt (1.8") 1.8" to 7.0" Gravel Base (5.2") 7.0" to 36.0" Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 18 Boring Location:FLAG AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt (2.3") 2.3" to 11.2" Gr-avel Base (8.9") 11.2" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 19 Boring Location:.ENSIGN AVE Date of Boring:5 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2") 2.2" to 8.0" Gravel Base (5.8") 8.0" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 20 Date of Boring:5- Depth 0" to 1.6" 1.6" to 9.1" 9.1" to 36.0" Boring Location:ENSIGN AVE 1-91 Sampling Depth: 36" Description and Classification Asphalt Class 5 Dark Brown CLAY LOAM, Trace gravel AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 21 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2 ") 2.2" to 11.7" Gravel Base (9.5 ") 11.7" to 36.0" Black CLAY LOAM, AASHTO A -6 Boring No: 22 Date of Boring:5- Depth 0" to 3.0" 3.0" to 9.4" 9.4" to 36.0" Boring Location: AVE 1 -91 Sampling Depth: 36" Description and Classification Asphalt (3.0 ") Gravel Base (6.4 ") Brown SANDY CLAY LOAM, Trace gravel, AASHTO A -6 Boring No: 23 Boring Location: AND 41ST AVES Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.5" Asphalt (2.5 ") 2.5" to 11.4" Gravel Base (8.9 ") 11.4" to 36.0: Dark Brown CLAY LOAM, AASHTO A -6 Boring No: 24 Boring Location: AVE Date of Boring: -1 -91 Gravel Base: 36" Depth Description and Classification 0" to 3.3" Asphalt (3.3 ") 3.3" to 13.9" Gravel Base (10.6 ") 13.9" to 36.0" Light Brown SANDY CLAY LOAM, A -6 A[ I I aO - raS - r OR I I L I NC3! <DC>MRANY City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 25 Boring Location:.40 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.4" Asphalt (2.4") 2.4" to 10.4" Gravel Base (8.0") 10.4" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 26 Boring Location:40 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt (2.3") 2.3" to 6.2" Gravel Base (3.9") 6.2" to 36.0" Brown PLASTIC MEDIUM SANDY LOAM, AASHTO A-2 Boring No: 27 Boring Location: 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7") 2.7" to 8.2" Gravel Base (5.5") 8.2" To 36.0" Dark Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 28 Boring Location:40 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0") 3.0" to 11.3" Gravel Base (8.3") 11.3" to 36.0" Light Brown CLAY LOAM, A-6 mi w �► • City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 29 Boring Location: 1/2 AVE Date of Boring: -1 -91 Sample Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0 ") 3.0" to 12.1" Gravel Base (9.1 ") 12.1" to 36.0" Light Brown CLAY LOAM, Trace gravel, AASHTO A -6 Boring No: 30 Boring Location: Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 3.1" Asphalt (3.1 ") 3.1" to 13.7" Gravel Base (10.6 ") 13.7" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A -6 Boring No: 31 Boring Location: Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 4.7" Asphalt (4.7 ") 4.7" to 14.8" Gravel Base (10.1 ") 14.7" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A -6 Boring No: 32 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 3.3" Asphalt (3.3 ") 3.3" to 10..3" Gravel Base (7.0 ") 10.3" to 3.6.0" Light Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 33 Boring Location:.ENSIGN AVE Date of Boring:5-1-91 Sampling Depth: 36" Depthss Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 11.3" Gravel Base (10.78") 11.3" to 36.0" Green Gray SANDY CLAY LOAM, AASHTO A-6 Boring No: 34 Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 36't Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 3.3" Gravel Base (1.2") 3.3" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 35 Boring Location:.40TH AVE Date of Boring:5-1-91 Sample Depth: 36" Depth Description and Classification 0" to 2.4" Asphalt (2.4") 2.4" to 11.8" Gravel Base (9.4") 11.8" to 36.0" Light Brown CLAY LOAM, AASHTO A-6 Boring No: 36 Boring Location:ENSIGN AND HOPEWOOD Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2.9") 2.9" to 11.5" Gravel Base (8.6") 11.5" to 3,6.0" Dark Gray CLAY LOAM, AASHTO A-4 I City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 37 Boring Location: LANE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7 ") 2.7" to 11.8" Gravel Base (9.1 ") 11.8" to 36.0" Brown SANDY CLAY LOAM, AASHTO A -6 Boring No: 38 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0 ") 3.0" to 14.1" Gravel Base (11.1 ") 14.1" to 36.0" Gray CLAY, AASHTO A -6 Boring No: 39 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6 ") 2.6" to 14.3" Gravel Base (11.7 ") 14.3" to 36.0" Brown CLAY LOAM, AASHTO A -6 Boring No: 40 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2.9 ") 2.9" to 9.1" Gravel Base (6.2 ") 9.1" to 36.0" Brown SANDY CLAY LOAM, AASHTO A -6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 41 Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 5.0" Asphalt (5.0 5.0" to 13.5" Gravel Base (8.5") 13.5" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 42 Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt (2.0") 2.0" to 9.3" Gravel Base (7.3") 9.3" to 36.0" Light Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 43 Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 346" Depth Description and Classification 0 to 5.5" Asphalt (5.5 5.5" to 11.2" Gravel Base (5.7") 11.2" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 44 Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 5.0" Asphalt (5.0") 5.0" to 13.5" Gravel Base (8.5") 13.5" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-6 Al L- I EO TEST OR I L-1 I NG C OMPAN'Y City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 45 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt (2.0 ") 2.0" to 10.2" Gravel Base (8.2 ") 10.2" to 36.0" Brown CLAY, AASHTO A -6 Baring No: 46 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt (2.3 ") 2.3" to 12.3" Gravel Base (10.0") 12.3" to 36.0" Light Brown CLAY, Trace gravel, AASHTO A -6 Boring No: 47 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7 ") 2.7" to 8.9" Gravel Base (6.2 ") 8.9" to 36.0" Green Gray SILTY CLAY LOAM, AASHTO A -4 Boring No: 48 Boring Location: AVE Date of Boring: -1 -91 Sampling Depth: 36" Depth Description and Classification 0" to 3.1 "' Asphalt (3.1 3.1" to 10.8" Gravel Base (7.7 ") 10.8" to 3.6.0" Gray SILTY CLAY LOAM, AASHTO A -4 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 49 Date of Boring:5-1-91 Boring Location:WISCONSIN AND XYLON AVE Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2.9") 2.9" to 13.2" Gravel Base (11.3") 13.2" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 50 Boring Location:WISCONSIN AVE Date of Boring:5-1-91 Sampling Depth: 36"' Depth Description and Classification 0" to 2.2" Asphalt (2.2") 2.2" to 8.8" Gr -avel Base (6.6") 8.8" to 36.0" Brown SLILTY CLAY LOAM, AASHTO A-4 Boring No: 51 Boring Location:WISCONSIN AND VIRGINIA Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2") 2.2" to 7.4" Gravel Base (5.2") 7.4" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 52 Boring Location:VIRGINIA AVE Date of Boring:5-1-91 Sampling depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 11.3" Gravel Base (8.7") 11.3" to 36.0" Brown SILTY CLYA LOAM, Some Gravel, AASHTO A-4 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 53 Boring Location:VIRGINIA AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.7" Asphalt ( 1 .7") 1.7" to 6.4" Gravel Base (4.7") 6.4" to 36.0" Brown SILTY CLAY LOAM, Trace gravel, AASHTO A-4 Boring No: 54 Boring Location:.38 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7 ") 2.7" to 11.8" Gravel Base (9.1") 11.8" to 36.0" Brown PLASTIC FINE SANDY LOAM, AASHTO A-4 Boring No: 55 Boring Location:UTAH AVE Date of Boring:5-1-91 Sampling depth: 36" Boring No: 56 Boring Location:UTAH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 14.2" Gravel Base (12.1") 14.2" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Depth Description and Classification 0" to 1.7" Asphalt (1.7 ") 1.7" to 12.9" Gravel Base (11.2") 12.9" to 30.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 30.0" to 48.0" Brown SILT LOAM, AASHTO A-4 Boring No: 56 Boring Location:UTAH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 14.2" Gravel Base (12.1") 14.2" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Al I I IEO - raS - r OR I L-L- I NC31' (DC>MRAN'y' City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 57 Boring Location:,UTAH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.9" Asphalt (1.9 1.9" to 10.5: Gravel Base (8.6") 10.5" to 36.0" Brown SLIGHTLY PLASTIC SANDY LOAM, Trace gravel AASHTO A-2 Boring No: 58 Boring Location:.HOPEWOOD LANE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.1" Asphalt (3.1") 3.1" to 13.4" Gravel Base (10.3") 13.4" to 36.0" Dark Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 59 Boring Location:.HOPEWOOD LANE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt (2.0") 2.0" to 14.5" Gravel Base (12.5") 14.5" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 60 Boring Location:HOPEWOOD LANE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 11.7" Gravel Base (9.6") 11.7" to 36.0" Brown CLAY LOAM, Trace gravel, lb - City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 61 Boring Location: AVE Date of Boring:5-2-91 Sample Depth: 36" Depth Description and Classification 0" to 2.5" Asphalt (2.5 2.5" to 10.3" Gravel Base (7.8") 10.3" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 62 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 6.7" Gravel Base (4.1") 6.7" to 36.0" Brown FINE SANDYH CLAY LOAM, AASHTO A-4 Boring No: 63 Boring Location: AVE Date of Boring:5-2-91 Gravel Base: 36" Depth Description and Classification 0" to 3.4" Asphalt (3.4") 3.4" to 8.1" Gravel Base (4.7") 8.1" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 64 Date of Boring:5-2-91 Boring Location: AVE Sampling Depth: 36" Depth Description and Classification 0" to 3.1 Asphalt (3.1") 3.1" to 8.4" Gravel Base (5.3") 8.4" to 36.0" Brown CLAY LOAM, Trace gravel, AASHT A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 65 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 9.9" Gravel Base (7.3") 9.9" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-2 Boring No: 66 Boring Location:-39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2.9") 2.9" to 5.8" Gravel Base (2.9") 5.8" to 36.0" Brown SILT LOAM, AASHTO A-4 Boring No: 67 Boring Location:XYLON AND 38TH AVES Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.3" Asphalt (1.3") 1.3" to 7.7" Gravel Base (6.4") 7.7" to 36.0" Brown SLIGHTLY PLASTIC SANDY LOAM AASHTO A-4 Boring No: 68 Boring Location:38TH AVE Date of Boring:5-2 Sampling Depth: 36" Depth Description and Classification 0" to 3.1" Asphalt (3.1") 3.1" to 10.1" Gravel Base (7.0") 10.1" to 36.0" Light Brown SLIGHTLY PLASTIC SANDY LOAM, AASHTO A-4 ! i City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 69 Boring Location: 112 AVE Date of Boring: -2 -91 Sampling Depth: 36 " Depth Description and Classification 0" to 2.2" Asphalt (2.2 ") 2.2 " to 10.1" Gravel Base (7.9 ") 10.1" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 70 Boring Location: AVE Date of Boring: -2 -91 Sampling Depth: 36" Depth Description and Classification 0 " to 2.2 " Asphalt (2.2 ") 2.2 " to 13.7" Gravel Depth (11.5 ") 13.7" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A -4 Boring No: 71 Boring Location: AVE Date of Boring: -2 -91` Sampling Depth: 36" Depth Description and Classification 0" to 3.2" Asphalt (3.2 ") 3.2" to 11.9 " Gravel Base (8.7 ") 11.9" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A -4 Boring No: 72 Boring Location: PARKWAY Date of Boring: -2 -91 Sampling Depth: 36" Depth Description and Classification 0" to 5.2" Asphalt (5.2 ") 5.2" to 9.6" Gravel Base (4.4 ") 9.6" to 36.0" Black CLAY LOAM, AASHTO A -6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 73 Boring Location:.NORTHWOOD PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 4.8" Asphalt (4.8") 4.8" to 13.8" Gravel Base (9.0") 13.8" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 74 Boring Location:NORTHWOOD PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 3.9" Gravel Base (1.3") 3.9" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 75 Boring Location:.NORTHWOOD PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.1" Asphalt (3.1") 3.1" to 11.1" Gravel Base (8.0") 11.1" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 76 Boring Location:,36 1/2 CIRCLE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.9" Asphalt (3.9") 3.9" to 10.8" Gravel Base (6.9") 10.8" to 36.0" Gray PLASTIC SANDY LOAM, AASHTO A-6 r-Wiliff off rwwmlwmmsiiig��w I City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 77 Boring Location:36 1/2 CIRLCE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 9.1" Gravel Base (7.0") 9.1" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 78 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.7" Asphalt (1.7") 1.7" to 8.1" Gr-ayel Depth (6.4") 8.1" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 79 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0") 3.0" to 4.1" Gravel Base (1.1") 4.1" to 36.0" Dark Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 80 Boring Location:39TH AVE_ Date of Boring:5 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2") 2.2" to 11.6" Gravel Base (9.4") 11.6" to 36.0" Brown SANDY CLAY LOAM, AASHTO A-6 # " i►+�. City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 81 Boring Location: AVE Date of Boring: -2 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2 ") 2.2" to 9.7" Gravel Base (7.5 ") 9.7" to 36.0" Brown CLAY LOAM, AASHTO A -6 Boring No: 82 Boring Location: AVE Date of Boring: -2 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1 2.1" to 9.2" Gravel Base (7.1 ") 9.2" to 36.0" Light Brown CLAY LOAM, AASHTO A -6 Boring No: 83 Boring Lo cat i on : MARYLAND AVE Date of Boring: -2 -91 Sampling Depth: 36" Thickness Description and Classification 0" to 2.2" Asphalt (2.2 ") 2.2" to 10.7" Gravel Base (8.5 ") 10.7" to 36.0" Brown CLAY LOAM, AASHTO A -6 Boring No: 84 Boring Location: AVE Date of Boring: -2 -91 Sampling Depth: 36" Depth Description and Classification 0" to 2.5" Asphalt (2.5 ") 2.5" to 9.6" Gravel Base (7.1 ") 9.6" to 36.0" Brown SILT LOAM, AASHTO A -4 ODUCER Cert # 15 Marsh & McLennan, Inc. Attn: Hannah Johnston 3600 Norwest Center Minneapolis, MN 55402- ------------ LIFTED C. S. MC CROSSAN, I NC. P.O. BOX 1240 MAPLE GROVE, MN 55369-1240 I COMPAN LET E HIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, OTW THSTANDIHG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POL0ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- IONS OF SUCH POUCHES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLMMS, TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MMIDD/YY) DATE (MM/DD/YY) ALL, LIMITS IN THOUSANDS 7 RIPTION OF OPERATIONS/ LOCATIONS /VEHICLES / RE sTRICTIONS SPECIAL ITEMS JOB #1310 ITY OF NEW HOPE 401 XYLON AVENUE NORTH 7 -W HOPE, MN 55428- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO AVAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY MND UPON THE COIUPANY,�TS AGENTS OR REPRESENTATIVES, JUN 1 4 1991 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. Voids & Supersedes Certificate Dated 615191 PROJECT DESCRIPTION & LOCATION: Job #1310 CERTIFICATE HOLDER: City of New Hope ADDRESS: 4401 Xylon Ave North, New Hope, MN 55428 ARCHITECT: INSURED: C S McCrossan, Inc. ADDRESS: P O Box 1240, Maple Grove, MN 55369 AGENT: Liberty Mutual Insurance Co. ADDRESS: 5402 Parkdale Dr., Minneapolis MN 55416 WORKERS' COMPENSATION Policy #: WC2 -141- 045362 -010 Effective Date: 8/1/900 Expiration Date: 8/1/91 Insurance Company: Liberty Mutual Insurance Co. Address: 5402 Parkdale Dr., Mpis., MN 55416 COVERAGE - Workers' Compensation, Statutory, Employers' Liability Limit $500,000 Each Accident $500,000 Disease Policy Limit $500,000 Disease Employee Limit GE NERAL LIABILITY Policy #: TB1- 141- 045362 -020 Effective Date: 8/1/90 Expiration Date: 8/1/91 Insurance Company: Liberty Mutual Ins. Co. Address: 5402 Parkdale Dr., Mpis., MN 55416 ( ) Claims Made (x) Occurrence ( ) Owner's & Contractors Protective { ) Other: LIMITS: General Aggregate Limit (Other Than Products - Completed Operations $2,000,000 Products - Completed Operations Aggregate Limit $1,000,000 Personal & Advertising Injury Limit $1,000,000 Each Occurrence Limit $1,000,000 COVERAGE PROVIDED: YES /NO YES /NO Operations of Contractor _Y_ Governmental Immunity Is Waived _Y_, Operations of Sub- Contractor(Contingent) _Y_ Property Damage Liability Includes: Does Personal Injury Include Claims Damage Due to Blasting _Y_ Related To Employment? _Y_ Damage Due to Collapse _Y Completed Operations /Products _Y_ Damage to Underground Facility Y_ Contractual Liability (Broad Form) — Y ^ Broad Form Property Damage _Y_ Exceptions: AUTOMOBILE LIABILITY Policy #: AS1- 141 - 045362 -040 Effective Date: 8/1/90 Expiration Date: 8/1/91 Insurance Company: Liberty Mutual Ins. Co. Address: 5402 Parkdale Dr., Mpls. MN 55416 (X) Any Auto (X) All Owned Autos ( ) Scheduled Autos (X) Hired Autos (X) Non -Owned Autos LIMITS: Bodily Injury $ Each Person $ Ea. Occurrence -OR- Property Damage, $ Ea. Occurrence Combined Single Limit $1,000,000 Each Occ. UMBRELLA EXCESS LIABILITY Policy #TH1 -141- 045362 -030 Effective Date: 8/1/90 Expiration Date: 8/1/91 Insurance Company: Liberty Mutual Ins. Co. Address: 5402 Parkdale Dr., Mpls., MN 55416 LIMITS: Single Limit Bodily Injury $5,000,000 Each Occurrence And Property Damage $5,000,000 Aggregate COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile Liability. Are any deductibles applicable to bodily injury or property damage on any of the above coverages? If so, list: Amount $ AGENT CARRIES ERRORS AND OMISSIONS INSURANCE? 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. r' Dated at Minneapolis On June 13, 1991 By_William D. Kioepfer--"" Authorized Insurance Representative " f Construction Industry Cooperative Committee of Minnesota -CICC Form -701, June 1989. Distributed for the CICC by the Associated General Contractors of Minnesota (612) 291 -1102 LM- 4/12/91 Sonestroo Bidder Rosen TOW Base Bid Anderlik & Addres Associates Telephone No. Engftwers & Archl� St. paw, mjm—. City, State, Zip FaiL No. "PMA"If Tuesday, May 28, LWI Please note, all Type 41 bituminous wear shall be modified. This will affect proposal line items 8, 29, 56, 62, 64, and 76. Specification 2331.2.A shall be changed as follows: Percent Type 41 Passing Modified Sieve Size -� �ear 1-1/2 3/4 5/8 _- 1/2 100 3/8 -- No. 4 40-85 No. 10 No. 40 -- No, 200 3-7 BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 2335 WEST TRUNK HIGHWAY • ST. PAUL, MINNESOTA 55113 34117.ADD Bonestroo Rosen Anderlik & ; lat Associates Bidder Total Base Bid Address Telephone No. City, State, Zip Fax. No. Eno— & ��hl� FI& ;1z �'F galwy N20=21O.W-1 101 MAW : • 9 NMI I • May 21, 1991 Opening Time: 10.30 AM., CD.S.T. V"A-Vu PROPOSAL - Attached is a revised proposal changing lines 30, 56, and 78. This revised proposal should be used for submitting a bid. Please direct any questions to either Mark Hanson or Phil Gravel at (612) 636-4600. BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 2335 WEST TRUNK HIGHWAY 36 ST. PAUL, MINNESOTA 55113 34117.ADD Index Advertisement for Bids Information to Bidders Proposal Special Provisions 1700. Adjust Miscellaneous Structures - Specific Requirements General Requirements 2104. Removing Miscellaneous Structures - Specific & General Requirements 2105. Excavation & Embankment - Specific & General Requirements 2130. Application of Water - Specific & General Requirements 2211. Aggregate Base - Specific & General Requirements 2232. Mill Pavement Surface - Specific & General Requirements 2331. Plant-Mixed Bituminous Pavement - Specific & General Requirements 2357. Bituminous Tack Coat - Specific & General Requirements 2502. Subsurface Drains - Specific & General Requirements 2531. Concrete Curb and Gutter - Specific & General Requirements 2575. Turf Establishment - Specific & General Requirements 23,000. Water Main - Specific Requirements General Requirements 24,000. Sewers - Specific Requirements General Requirements 34117 1-1 Plate 1 -1 Sanitary Sewer Manhole Plate 1 -8 Storm Sewer Manhole Plate 1 -9 Junction Manhole Storm Sewer Plate 1 -10 Storm Sewer Junction Manhole with Reinforced Top Slab Plate 1 -15 Type I Catch Basin Manhole Plate 1 -16 Type II Catch Basin Manhole Plate 1 -18 Type I Catch Basin Plate 1 -19 Type II Catch Basin Plate 1 -25 Bedding Methods for RCP, VCP, & DIP Plate 1-25A Improved Foundation for RCP, VCP, & DIP Plate 1 -25B PVC Pipe Bedding Plate 1 -28 Flared End Section and Trash Guard Plate 2 -2 Gate Valve & Hydrant Detail Plate 2 -10 Water Main Wet Tap Plate 3 -1 Sewer Service Connections Plate 4 -1 Concrete Curb and Gutter Plate 4 -3 Pedestrian Curb Ramp Plate 4 -9 B618 Curb & Gutter Construction at Catch Basin Plate 4 -10 Surmountable Curb & Gutter Construction at Catch Basin Plate 4 -11 Concrete Talley Gutter Plate SP -59 Concrete Encased Casting on Type I Catch Basin Manhole Plate SP -60 Concrete Collar on Type II Catch Basin Plate SP -61 Seal Between Top Slab & Manhole Section Plate SP -93 Manhole with Reinforced Center and Top, Slab Soils Investigations Suppl emental • • C onditions of • , her cert th thi re port was prepared by - or unde a d uly Registered und Professional Engineer of • Date:__Apji�l 22,1991 Reg. •r 34117 I -2 ADVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue N. until 10:30 A.M., C.D.S.T., on Tuesday, May 28, 1991, 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: 1991 LOCAL STREET RESURFACING, STORM SEVER AND STREET IMPROVEMENTS PROJECT NO. 470 22,600 Ton Bituminous Surfacing 11,000 Lin.ft. Remove and replace concrete Curb and Gutter 4,100 Lin.ft. 18", 15 and 12" Storm Sever with miscellaneous manholes, catch basins, bituminous patching, and restoration. 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, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (612) 636-4600. 1 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 (5Z) 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 deposit of $35.00. See "Information to Bidders" for plan/specification deposit refund 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 341175 1,3�, i • 1. BID PROCEDURE: Each planholder has been furnished a specification, plan set and two extra proposals. Bids shall be submitted on the separate Proposal Form designated "BID COPY" and not in the s ecification hook. The Proposal containing the bid shall be submitted in a sealed envelope. 2. DEPOSIT AND REFUND: Plans and specifications may be obtained for the deposit amount stipulated in the Advertisement for Bids. Planholders may obtain more than one set of plans and specifications for the stipulated amount, however, refunds will not be given for these additional sets. Refunds of deposit will be made to all bidders, subcontractors, and suppliers who return plans and specifications, in good condition, within 15 days of the bid date provided they: a) Were a prime bidder who submitted a bona-fide bid to the Owner, or b) Submitted quotes to at least two prime bidders which are identified with the returned plans and specifications. The following planholders need not return plans and specifications to receive a refund of deposit: a) Low prime bidder, 01 b) Successful low subcontractors and suppliers who notify the receptionist within 15 days of the bid. Refunds of deposit will also be made, for one set of plans and specifications only, to those planholders who return plans and specifications at least 45 hours before the bid-letting hour. 3. INDIVIDUAL DRAWINGS AND SPECIFICATION SHE Individual drawings and specifications sheets may be purchased at the rate of Five Dollars ($5.00) per sheet of drawings and Twenty-five cents ($0.25) per sheet of specifications for which no refund will be made. 1989 General �J sonestroo Bidder C. S. McCrossan Total Base Bid $1,153,690.60 ® Rosene 1.77 AM & Associates Address 7865 Jefferson Highway Telephone No. 612 - 425 -4167 City, State, Zip Maple Grove, MN 55369 Fag. No. 612 - 425 -0520 E & A d P t. a A"h"� St. Paul, PROPOSAL 1991 STREET IMPROVEMENT PROGRAM STORM SEWER & STREET IMPROVEMENTS CITY PROJECT NO. 470 FILE NO. 34117 NEW HOPE, MINNESOTA 1991 Opening Time: Opening Date: Honorable City Council City of New Hope 4401 Xylon Avenue North New Hope, Minnesota 55428 Dear Council Members: 10:30 A.M., C.D.S.T. Tuesday, May 28, 1991 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. 1 & 2 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 your Clerk and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows: No. Item Unit Qty Unit Price Total Price Part A - Street Reconstruction 1 Remove exist. bituminous pavement SY 32,500 1.77 $57,525.00 2 Remove existing concrete pavement SY 400 6.00 2,400.00 3 Remove exist. conc. curb & gutter LF 23,290 1.90 44,251.00 4 Mill bituminous surface SY 97,150 0.83 80,634.50 5 Bit. mixture for patch (2" thick) SY 32,500 2.95 95,875.00 34117.CON P -1 No. Item 6 Class 5 100% crushed aggregate base (including excavation) 7 Type 31 bituminous binder .course for leveling 8 Type 41 bituminous wear course 9 Bituminous material for mixture 10 Bituminous material for tack coat 11 Concrete curb and gutter 12 Concrete valley gutter 13 Adjust gate valve and box 14 Adjust MH frame and casting 15 Remove existing bituminous pavement from manhole cover & frame 16 8" PVC, SDR 35 w /beddingin place 17 8" PVC cleanout & connection to ex.PVC 18 Subgrade excavation 19 Select backfill 20 Sod with 3" topsoil borrow 21 4" PE perforated drain pipe 22 Connect PE drain pipe to ex. struct. Total Part A - Street Reconstruction Part B - Driveway Reconstruction 23 Remove concrete curb and gutter 24 Remove bit. driveway pavement 25 Remove cone. driveway pavement 26 Saw cut concrete driveway Unit Qty Unit Price Total Price TN 3,000 8.95 $ 26,850.00 TN 500 12.90 6,450.00 TN 13,850 12.30 170,355.00 TN 850 115.00 97,750.00 GL 6,300 0.95 5,985.00 LF 23,290 8.40 195,636.00 SY 30 28.35 850.50 EA 74 95.00 7,030.00 EA 147 150.00 22,050.00 EA 130 25.00 3,250.00 LF 275 15.00 4,125.00 LS 1 500.00 500.00 CY 50 8.00 400.00 CY 50 10.00 500.00 SY 7,000 2.73 19,110.00 LF 2,375 5.65 13,418.75 EA 8 100.00 800.00 $855,745.75 LF 700 1.90 $ 1,330.00 SY 850 2.00 1,700.00 SY 1,200 8.00 9,600.00 LF 60 4.00 240.00 34117.CON P -2 No. Item Unit Qty Unit Price Total Price 27 Concrete curb and gutter at driveway LF 700 8.40 $ 5,880.00 28 Class 5 100% crushed aggregate base for driveway (including excavation) TN 200 15.00 3,000.00 29 3" thick wearing course for driveway SY 850 7.50 6,375.00 30 6" thick concrete driveway pavement w/66x1010 mesh SY 120 23.65 2,838 Total Part B - Driveway Reconstruction $30,963.00 Part C - Storm Sewer 31 Remove bituminous surface SY 5,800 3.00 $17,400.00 32 Common excavation (P) CY 770 6.00 4,620.00 33 15" RCP, Cl. 5 w /beddingin place LF 3,400 20.00 68,000.00 34 12" RCP, Cl. 5 w /beddingin place LF 814 19.00 15,466.00 35 4" PE perforated pipe drain LF 490 5.65 2,768.50 36 Std. MH w /cstg.(Platesl -8, 1 -9 or 1 -10) EA 13 1,100.00 14,300.00 37 Std. CBMH w /cstg.(Plates 1 -15 or 1 -16) EA 5 1,000.00 5,000.00 38 Std. CB w /cstg. (Plate 1 -18) EA 2 900.00 1,800.00 39 Std. CB w /cstg. (Plate 1 -19) EA 25 650.00 16,250.00 40 Adjust (reset) existing CB EA 12 150.00 1,800.00 41 Reconstruct existing MH or CB EA 2 500.00 1,000.00 42 CB cstg. (R -3067V or R3250 -1) EA 2 350.00 700.00 43 15" RCP flared end w /trashguard EA 3 525.00 1,575.00 44 Connect 4" draintile to ex. structure EA 2 100.00 200.00 45 Connect storm sewer to exist. structure EA 7 150.00 1,050.00 46 Salvage & reinstall existing barricade on 46th Ave. LS 1 200.00 200.00 47 Remove concrete curb & gutter LF 1,110 1.90 2,109.00 34117.CON P -3 No. Item Unit Qty Unit Price Total Price 48 Riprap, Cl. H, w /geotextile fabric CY 14 40.00 $ 560.00 49 Rock stabilization below pipe LF 1,000 2.00 2,000.00 50 Seed w /mulch & fertilizer AC 1.2 4,305.00 5,166.00 51 Sod w /3" topsoil borrow SY 570 2.73 1,556.10 52 Concrete curb and gutter LF 1,027 6.85 7,034.95 53 Salvage & reshape exist. aggregate (6" thick) on 40th Ave. N. SY 1,210 1.00 1,210.00 54 Cl. 5 100% crushed aggregate base (including excavation) TN 1,800 8.95 16,110.00 55 Type 31 bituminous base course TN 510 28.00 14,280.00 56 Type 41 bituminous wear course TN 160 32.00 5,120.00 57 Bituminous material for mixture TN 57 115.00 6,555.00 58 Bituminous material for tack coat GL 300 0.95 285.00 Total Part C - Storm Sewer $214,115.55 Part D - WM & Sanitary Sewer Specials 59 Construct san. MH J5A on 48th Ave. N. LS 1 2,415.00 $ 2,415.00 60 Wet tap & hydrant instal. on 48th Ave.N. LS 1 2,500.00 2,500.00 61 24" gate valve replacement at Winnetka and Bass Lake Road LS 1 9,890.00 9,890.00 62 Patch & restoration at Winnetka and Bass Lake Road LS 1 2,700.00 2,700.00 63 8" GV install. at Boone & Bass Lk.Rd. LS 1 1,525.00 1,525.00 64 Patch & restoration at Boone and Bass Lake Road LS 1 2,625.00 U4221M Total Part D - Water Main & Sanitary Sewer Specials $21,655.00 34117.CON P -4 No. Item Unit Qty Unit Price Total Price Part E - Sanitary Sewer on Flag Avenue 65 Remove existing bit. surface 66 Salvage & reshape ex. agg. (6" thick) 67 Remove existing 9" VCP 68 10" PVC SDR 35 69 Improved pipe fnd. per 6" depth incr. 70 Construct Sanitary MH -N73A 71 Connect 10" PVC to ex. MH 72 10X4 kA wye 73 Connect to ex. CIP service 74 Cl. 5, 100% crushed agg. w /excavation 75 Type 31 bit. base course 76 Type 41 bit. Wear course 77 Bit. material for mixture 78 Bit. material for tack Total Part E - San. Sewer on Flag Ave. SY 1,867 3.00 SY 1,867 1.00 LF 291 1.00 LF 278 21.00 LF 200 1.00 LS 1 2,000.00 EA 2 200.00 EA 3 60.00 EA 3 250.00 TN 120 10.00 TN 165 30.00 TN 165 35.00 TN 18 115.00 GL 94 0.95 $ 5,601.00 1,867.00 291.00 5,838.00 200.00 2,000.00 400.00 180.00 750.00 1,200.00 4,950.00 5,775.00 2,070.00 Total Part A - Street Reconstruction Total Part B - Driveway Reconstruction Total Part C - Storm Sewer Total Part D - Water Main & Sanitary Sewer Specials Total Part E - San. Sewer on Flag Ave. TOTALBASE BID $31,211.30 $ 855,745.75 $ 30,963.00 $ 214,115.55 $ 21,655.00 $ 31 ,211.30 $1,153,690.60 34117.CON P -5 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 $ five percent (5 %) , which is at least five percent (5 %) of the amount 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, ('Q= tr tionl C. S. McCrossan, Inc. (An Individual) Name of Bidder (A Partnership) (Signed) J. McCrossan Signer Vice President Title Joseph McCrossan Printed Name of Signer 34117.coN P -6 1700. ADJUST MISCELLANEOUS STRUCTURES General Requirements 1700.1. DESCRIPTION: This work shall consist of adjusting manholes, removing and replacing frames, adjusting catch basins and gate valve boxes. 1700.2. LOCATION: The plans indicate the locations of each manhole, catch basin and gate valve within the project. The necessary vertical adjustments will be determined by the Engineer, and generally as indicated on the schedule of adjustments. The Contractor shall be responsible for the protection of all existing structures during the course of the work. The Engineer shall assist with the initial location of all manholes, catch basins and gate valve boxes. The Contractor along with the Engineer and a representative of the Owner shall inspect all manholes, catch basins and gate valve boxes prior to beginning construction. Any foreign material found in these structures will be removed immediately by the Owner's forces. Thereafter, the Contractor will be responsible for removing any such foreign material which may enter the structures during the construction period. 1700.3. CONSTRUCTION REQUIREMENTS: 1700.3.1. Adjust Manhole & Catch Basin Frames; Where existing frame is within 0.10 feet of plan grade no adjustment is to be made. In such cases the crown or gutter shall be either lowered or raised, as the case may be, to put the street and frame at the same grade. Where the frame must be adjusted upward the Contractor shall accomplish this adjustment with standard concrete adjustment rings of the same size as the cone or slab opening. Each adjusting ring shall be placed in a full mortar bed with the frame also resting in a full mortar bed. Adjusting rings needed to raise the casting to grade shall be incidental to the adjust item. Where the frame is to be adjusted downward, this shall be accomplished by removing the necessary number of adjustment rings from the structure. The frame shall then be reset in a full mortar bed to grade. Regardless of the direction of adjustment, no shims of any material will be allowed. The minimum thickness of all mortar joints shall be at least 1/4 inch with a maximum allowable thickness of 1/2 inch. All excess mortar from the joint shall be wiped clean from the inside of all rings and frame. All manhole castings must be replaced prior to the placing of the final wear course. 3/89- GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. Care shall be taken to prevent sand, chunks of concrete or any other debris from entering the structures. 1700.3.2. Remove and Replace Manhole and Catch Basin Frames: Where included in the proposal or the Specific Requirements of Section 1700, the Engineer may elect to have the Contractor remove all manhole and catch basin castings and rings if any at the beginning of the construction work. The Contractor then shall cover the openings with suitable steel plates and continue to construct and compact the subbase and base courses. Prior to placing the curbing or final wear course, the Contractor shall raise all structures to final grade following all construction requirements outlined in 1700.3.1. drainage into catch basins must be maintained during the time the casting is removed. During the same time period, the Contractor shall be responsible to keep surface water and dirt from entering the sanitary sewer system. Adjusting rings needed to raise the casting to grade shall be incidental to the remove and replace item. 1700.3.3. Reconstruct Manhole & Catch Basins: Where the Engineer requires, or where it is impossible to adjust the structure with the addition or removal of adjustment rings, reconstruction will be necessary. In such cases it will be necessary to add or remove manhole sections. Pre-cast manhole joints shall be rubber O-ring gasket type to match existing joint. In absence of, the O-ring joint, older style manhole joints shall be sealed using a material similar to Ram-Nek or equal gasket material applied in accordance with manufacturer's recommendation. 1700.3.4. Adjust Valve Boxes: Valve boxes shall be adjusted to grade prior to the placing of the final wear course. Thorough tamping of the material around the valve box is required. All valve boxes are the sectional screw-threaded adjustable type. 1700.3.5. Valve Box Extensions: Where valve boxes cannot be adjusted without the use of extensions this item will be necessary. The contractor shall remove the upper sections, place the necessary extension and replace the upper section. Thorough tamping of material around the valve box is required. Valve box extensions that fit inside the regular top section are not acceptable. 1700.4. METHOD OF MEASUREMENT: 1700.4.1. Adjust Manhole & Catch Basin Frames: Adjusting frames or ring castings will be measured by the number of casting assemblies adjusted. 1700.4.2. Remove and Replace Manhole and Catch Basin Frames: Remove and replace frames will be measured by the number of castings removed and replaced. 1700.4.3. Reconstruct Manholes: Reconstructing manholes shall be measured by the lineal feet of adjustment for manholes reconstructed. 1700-2 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. 1700.4.4. Adjust Valve Boxes: Adjusting valve boxes will be measured by the number of valve boxes adjusted. 1700.4.5. Valve Box Extensions: Valve box extensions shall be measured by the lineal feet of extensions furnished and installed. 1700.5. BASIS OF PAYMENT: Payment for manhole and valve adjustments at the contract unit price shall be payment in full for all costs incidental o these items. Payment shall be made based on the following schedule: Item No. Item Unit 1700.501 Adjust Manhole & Catch Basin Frames Each 1700.502 Remove and Replace Manhole & Catch Basin Frame Each 1700.503 Reconstruct manhole Lin.ft. 1700.504 Adjust Valve Boxes Each 1700.505 Valve Box Extensions Lin.ft. End of Section 1700 -3 3 /89- GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 230000 Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. Iii 23,000.3.A1. Of Materials at Delivery Point: During the process of unload- ing, all pipe and accessories shall be inspected by the Contractor for loss or damage in transit. 23,000.3.A2. Field lnsp ection< All pipe and accessories shall be laid, jointed, disinfected and tested for defects and leakage in the manner herein specified. 23,000.3.A3. Disposition of Defective Material: All material found during the progress of the work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor shall promptly remove from the site of the work such defective material. MWARM 9 M 23,000.3.B2. Responsibility for Safe Storage: The Contractor shall be responsible for the safe storage of material furnished by or to him and accepted by him and intended for the work, until it has been incorporated in the completed project. 23,000.3.01. General: Pipe and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall at all times be handled with care to avoid damage. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. 23,000.3.El. Description: The trench shall be dug to the alignment and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify in the "Specific Requirements". The trench shall be so braced (Section t3,000.3.ElO.) and drained that workmen may work safely and efficiently there- in. The discharge pipes shall be led to natural drainage channels. 23,000.3.E4. Correctlin& Faulty Grade: Any part of the trench excavated below grade shall be �_o_rrected with a material thoroughly compacted without Rdditional compensation to the Contractor. 23,000.3.E5. Pipe Foundation in Poor Soil: When the trench bottom at sub- grade is soft ai�J, in the opinion of the - Engineer cannot support the pipe, a further depth and/or width shall be excavated and refilled to pipe foundation grade with well compacted granular materials for improved pipe foundation. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. been laid, tested for defects and repaired if necessary, and the earth around it compacted to a depth of one foot or over the top of the pipe. It shall be the Contractor's responsibility and duty to be familiar with local and state laws and municipal ordinances relating to this type of work and he shall assume the responsibility for compliance therewith. 23,000.3.Ell. Manner of " Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid *bstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 23,000.3.E12. Barricades, Guards and Safety Provisions: To protect persons from injury and to avoid property damage, adequate barricades, construction signs, fences, flashers and guards as required shall be placed and maintained turing the progress of the construction work and until it is safe for traffic • use the trenched roadway. 23,000.3.El3. Traffic anS!� Excavations for pipe laying operations shaYl be conducted in a manner to cause the least interruption to traffic. Hydrants under pressure, valve boxes, curb stop boxes, fire or police call boxes or other utility controls shall be left unobstructed and accessible during the construction period. 23,000.3.El4. Private P Trees, fences, poles and all other private property shall be protected unless their removal is authorized and any property damage shall be satisfactorily restored by the Contractor or adequate compensation therefore shall be the responsibility of the Contrac- tor. Where tree trimming is required, all cut surfaces one inch • more in diameter shall be covered with a coat of asphalt paint. 23,000.3.El5. Interruption of Water Services: No valve or other control on the existing sys�_emshall be operated for any purpose by the Contractor with- out approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and be advised of the probable time when service will be restored. 23,000.3.E.16. Tunneling, Jacking or Excavation Other Than _qpfn Trench. Where pipe cannot be placed by open trench excavation, the method for placing shall be stated in the "Specific Requirements" 23,000.3.EI7. Manner of H Proper implements, tools and facilities satisfactory to the Engineer shall be pro- vided and used by the Contractor for the safe and convenient prosecution of the work. 23,000.3.EI8. Before lowering and while suspended, the pipe shall be carefully inspected for defects and cracks. Any defective, damaged • unsound pipe shall be rejected. ffl�� 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.E19. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. 23,000.3.E20. Preventing Trench Water From Entering Pi All openings along the line of water main shall be securely closed, as directed, and at the sus- pension of work at any time, suitable stoppers shall be placed to prevent earth or other substances from entering water main. 23,000.3.E21. Railroad and Highway Cr ossings: When any railroad or highway is crossed, all precautionary construction measures required by the Railroad and Highway Department shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 23,000.3.E22. Unsuitable Conditions for Laying No pipe shall be laid in water or when the trench conditions are unsuitable for such work. 23,000.3.F. JOINTING: All jointing of mechanical joint pipe and push-on joint pipe shall be in accordance with the requirements of A.W.W.A. Speci- fication C600. 23,000.3.Fl. Pre2aration • kip± Ends- Before laying the pipes, the outside • the spigot and the inside of the bell shall be wire brushed and wiped clean and dry. Pipe ends shall be kept clean until joints are made. 23,000.3.G. SETTING VALVES, VALVE BOXES AND FITTINGS 23,000.3.G1. General: Valves and pipe fittings shall be set and jointed to new pipe in the manner heretofore specified for cleaning, laying and jointing pipe. 23,000.3.H. SETTING HYDRANTS: 23,000.3.H1. Location: All hydrants shall be set where directed by the engineer. A grade stake and location stake will be provided by the Engineer at each hydrant. No hydrant shall be set until such a grade stake has been placed. MONEEW' 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.I1. General: All bends, tees, hydrants and plugs shall be securely braced against - undisturbed soil using timbers, precast concrete block with wooden wedges or poured in place concrete thrust blocks. Method of anchorage must be reviewed with and approved by the Engineer prior to backfilling. 23,000.3.J. TESTING PIPE LINES: 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.J6. Permissible Leakage: A drop in pressure over a 30 minute test period exceeding 3 pounds shall be cause for rejection of the project. All leaks shall be corrected and the test repeated until the pressure drop is within the 3 pound limit. 23,000.3.J7. Conductivity: Conductivity shall be provided throughout the water system by use of copper straps or approved conductive gaskets with copper inserts. All fittings shall be mechanical joint with copper straps. Lead tipped gaskets will not be approved for conductivity. Acceptable equipment for the test shall be arc welding machines with adequate sized cables to carry the test current without voltage drop or overheating. Conductivity test shall be carried out in the presence of the Engineer or his duly authorized agent. Caution shall be exercised at all times when working with electrical equipment and wires during the conductivity test. 23,000.3.K1. General: After completion of the installation and testing, the Contractor shall disinfect the new pipe, valves and fittings as described in A.W.W.A. Specification No. C651 by use of the Tablet Method which is generally described as follows: The Contractor shall place hypochlorite tablets in each section of pipe and also in hydrants, hydrant branches and other appurtenances during construc- tion. The tablets shall be attached to the top of the pipe with an adhesive such as "Permatex" No. 1 or other approved material. F*I�I 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. When the installation has been completed, the main shall be filled with water at a velocity of less than I foot per second. This water shall remain in the pipe for at least 24 hours. After the 24 hour retention period, the heavily chlorinated water shall be flushed from the main until the chlorine concentra- tion in the water leaving the main is less than 1 ppm. Tests are required to determine chlorine residual at the end of the 24 hour retention period and after flushing to ascertain that the heavily chlorinated water has been removed from the pipeline. At the end of the 24 hour retention period, the main shall contain not less than 10 ppm chlorine. The number of tablets required per 20 foot length of pipe based on 3k grain available chlorine per tablet is as follows: Diameter No. of Tablets 4" 1 6 2 8 3 10" 4 12" 5 16" 9 18 11 12 20" 14 24" 20 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. qmpi1 {.'.� 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. sation allowed. Any settlement which occurs shall be refilled by the Contrac- tor. Material shall be at the Contractor's expense and of a material approved by the Engineer. 23,000.3.L7. Restoration of Surface: All surfaces shall be returned to the original grade and contour. Any excess dirt caused by displacement due to structures shall be removed by the Contractor to a location as designated with no extra compensation. 23,000.4.A. PIPE IN PLACE: Pipe will be paid for at the contract price per linear foot, which shall include the cost of furnishing all pipe, rubber gas- ket, joints and other material and of delivering, handling, laying, trenching, bedding, backfilling, compaction, testing and all material or work necessary to install the pipe complete in place at the depth above specified. The length of pipe for which payment is made shall be the actual overall length measured along the axis of the pipe without regard to intervening valves or fittings. All jacking shall be paid for at the contract unit price per linear foot which shall include both the water pipe and the casing under roadway and railroad, complete as specified previously under Section 23,000.3.E21. Payment shall be made for the jacking length specified unless unforseen conditions require a change in length of jacking. 23,000.4.C. HYDRANTS: Hydrants will be paid for at the contract unit price p�er hydrant ir�s_talled complete with gravel., concrete base and bracing, but does not include the auxiliary hydrant valve which shall be paid for under another item • these specifications if required. 23000G Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.4.D. GATE VALVES AND BOXES: Gate valves and boxes, including exten- sions, will be paid for at the contract unit price per valve and box installed for each size. 23,000.4.E. BUTTERFLY VALVES AND BOXES: Butterfly valves, operators and boxes, including extensions, will be paid for at the contract unit per valve and box installed for each size. 23,000.4.F. IMPROVED PIPE FOUNDATION MATERIAL: The additional granular material required below the specified bedding shall be paid for per lineal foot of improved pipe foundation placed for each six (6) inch thickness of granular material placed. 23,000.4.G. ROCK EXCAVATION: If rock is encountered in the trench, such rock excavation shall be measured by volume in cubic yards and shall be measured from the top of the rock to a point six (6) inches below the bottom of the pipe and twelve (12) inches from each side of the inside diameter of the pipe. The minimum trench width of the rock excavation shall be 36 inches. Payment shall be at the contract unit price per cubic yard. 23,000.4.H. SAND CUSHION: Granular material used for a sand cushion in areas of rock excavation where suitable materials are not available on site shall be paid for at the contract unit price per ton of material deposited under and around the pipe. 23,000.4.1. SPECIAL STRUCTURES AND APPURTENANCES: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions", "Specific Requirements" and/or "Proposal". End of Secti 23,000-14 1 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. RMEMBMIU� i11 B, SPECIFICATION REFERENCE: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which shall mean the "Standard Specifications for Highway Construction" of the Mn/DOT, dated January 1, 1983 and subsequent amendments. t4,000.2. MATERIALS: The materials used in this work shall be new and con- below form to t�e requirements for class, kind and size of material specified *T as altered or more specifically described in the "Specific Requirements", t, Special Provisions" and "Proposal". 24,000.2.A. CLAY PIPE: Clay sewer pipe and fittings shall conform to the re- quirements of the current A.S.T.M. Specification C-700 for extra strength clay sewer pipe. Extra strength pipe shall be used for all Vitrified Clay Sewer Pipe on the project. 24,000.2.B. POLYVINYL CHLORIDE SEWER PIPE: - Polyvinyl chloride sewer pipe ant fittings shall be pro ed o duc by a continuus extrusion process using Type 1, Grade 1 material as defined in A.S.T.M. Spec. D-1784. The design, dimensions and wall thickness shall be in accordance with ASTM Spec. D-3034, SDR 35. 1/88-240000 Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.2.0. REINFORCED CONCRETE SEWER PIPE: The sewer pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C-76 of the class designated on the plans and in the Proposal. 24,000.2.E. DUCTILE IRON - PIPE: Ductile iron pipe shall conform with the re- quirements of A Standard E151 of the class and type stated in the "Specific Requirements". All ductile iron pipe shall have mechanical or push-on type joints and shall have a standard thickness cement mortar lining in accordance with AWWA Standard 0104. Where ductile iron pipe is used as a pressure line receiving discharge.from a pumping station, all joints shall be electrically conductive by use of copper straps or approved conductive gaskets with copper inserts. 24,000.2.G1. 2CI1a�p Pi �e. Clay pipe joints shall be rubber or plastic type compression joints in accordance with A.S.T.M. Spec. C-425. Plain-end vitri- fied clay pipe may be used which employ Type B compression couplings in accor- dance with ASTM Specification 0594. 24,000.2.G2. Polyvinyl Chloride Pip�tj Polyvinyl chloride pipe joints shall be bell and spigot type with solvent cement applied in accordance with the manufacturer's recommendations. Gasketed push-on type joints are considered equal. 24,000.2.G3. Concrete Pipe: Reinforced concrete requirements of ASTM Specification C-361 and tion Type R-4. Deformedconcrete pipe shall be to Ram-Nek, Hamilton Kent, Kent Seal No. 2 or accordance with manufacturer's recommendations. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. pipe joints shall meet the shall be the Bureau of Reclama- I ointed with material similar e qual gasket material applied in 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. ffamo m 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. pzvE 24,000.3.E8. Solid Rock Excavation Defined: Solid rock excavation shall in- clude such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal. Under this classification shall be included the removal of any concrete or masonry structures (except concrete pavement, curb, gutter and sidewalk) or boulders exceeding one-half (1/2) cubic yard in volume that may be encountered in the work. 24,000.3.E9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor has notified the Engineer of the necessity to do so, such notification shall in no manner relieve the Contractor of the hazards and lia- bility contingent in blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the Contrac- tor at his expense. The Contractor's methods of procedure relative to blast- ing shall conform to local and state laws and municipal ordinances. 24,000.3.E10. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches at each joint to permit the jointing to be made properly. 24,000.3.Ell. Braced & Sheeted Trenches: The Contractor shall adequately brace and sheet excavations wherever necessary to prevent caving or damage to nearby property. The cost of this temporary sheeting and bracing, unless pro- vided for otherwise, shall be considered as part of the excavation costs with- out additional compensation to the Contractor. Trench sheeting or bracing shall remain in place until the pipe has been laid, tested for defects and re- paired if necessary, and the earth around it compacted to a depth of one foot over the top of the pipe. Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench be- low a distance of one foot above the top of the pipe) shall not be removed without the written permission or written order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the unit price bid. The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition to that ordered left in place by the Engineer necessary to prevent injury or damage to persons, corporations, or property, whether public or private, for which the Contractor under the terms of this contract is liable. 24,000.3.E12. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 24,000.3.E13. Maintenance of Traffic: When traffic cannot be diverted, it will be permitted to use the highway at all times. the Contractor shall at his own expense erect and maintain warning signs and warning barricades. The Contractor shall at his own expense, place and maintain acceptable warning lights and barricades to protect persons from injury and to avoid property damage. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. Mam 24,000.3.El4. Property Protection: Trees, fences, poles and allother prop- erty shall be protected unless their removal is authorized; and any property damaged shall be satisfactorily restored by the Contractor, or adequate compensation therefor shall be the responsibility of the Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter shall be covered with a coat of asphalt paint. 24,000.3.El5. Interruption of Water Service: No valve or other control on the existing system shall be operated for any purpose by the Contractor without approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and advised of the probable time when service will be restored. 24,000.3.El6. TunnelinEr, JackinR or Excavation Other Than Open Trench: Where in�o i_ pipe cannot be placed by open trench excavation, the method for placing and payment thereof shall be stated in the 'Specific Requirements". 24,000.3.El7. Manner Proper im- plements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. 24,000.3.El8. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside of t�_e_pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. All matter entering the pipe shall be removed by the Contractor prior to ac- ceptance with no additional compensation allowed. 24,000.3.E19. The spigot shall be lubricated, centered in the bell, the pipe shoved into position and brought into true alignment; it shall be secured there with earth carefully tamped under and on each side of it, excepting at the bell holes. Care shall be taken to prevent dirt from en- tering the joint space. 24,000.3.E20. PreyentiRL_IL2n5jb Grat terinQ_P�e: All openings along the line of sewer shall be securely closed, and at the suspension of work at any time, suitable stoppers shall be placed to prevent water, earth or other substances from entering the sewer. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.3.E21. Bell Ends to Face Direction Pipe laying shall pro- ceed upgrade with spigot ends pointing in the direction of flow. 24,000.3.E22. Railroad & Hi�;hwa When any railroad or highway is crossed, all precautionary construction measures required by the railroad or highway shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 24,000.3.E23. Unsuitable conditions t2L_L� ` r • pipe shall be laid in water • when the trench conditions are unsuitable for such work. After joints are made, any superfluous material inside the pipe shall be re- moved by means of an approved follower or scraper. All joints must be water- tight, and any leaks or defects discovered must be immediately repaired. Any pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly relaid as directed by the Engineer. Joints connecting cast iron pipe with concrete or clay pipes shall • made with a concrete collar completely surrounding the joint or approved adapter. Where a sever line outlets to grade or flared end section, the Contractor joints together by the use of "U" bolt the pipe manufacturers. where the line is terminated with a shall fasten at least the last three (3) fasteners approved and as recommended by 24,000.4.A. WYE BRANCHES: Extra strength wye branches shall be placed at the locations directed by the Engineer. The wye branch shall be placed so that the wye is located at approximately a 45 angle from horizontal. Vitrified other suitable plugs shall be provided for the openings. Plugs shall be in- stalled with Atlastic 77, Sonolastic Sealant or equal joint material or shall be specifically designed for the opening to be plugged. 24,000.4.B. RISERS: Standard weight cast iron soil pipe shall be used as risers to extend service connections to a point within 10 feet of the street grade or as directed. Risers shall be installed in accordance with the stan- dard service riser detail plate. Care shall be taken in backfilling so as not to damage the riser installation. Suitable plugs shall be provided for the openings, properly sealed. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. Mnlog , 24,000.4.C. RECORDS & LOCATION OF SERVICE CONNECTIONS: It shall be the duty of the Contractor to keep an accurate record of service connections, as to lo- cation, depth to top of riser, type of connection provided, etc. Location shall be made in respect to nearest manhole center, downgrade from the ser- vice. This record shall be turned over to the Engineer at the end of each week. 24,000.5.A. GENERAL: All reference to manholes shall apply equally to catch basin structures in this section of the specifications. 24,000.5.B. EXCAVATION: Excavation shall be to a depth and size to provide for construction of the manholes and catch basins as shown in detail on the plans. 24,000.5.E. MANHOLE STEPS: Manhole steps shall be of the type as specified in Section 24,000.2.J. Spacing shall be as shown on the detailed manhole plans, but not greater than 16 inches in vertical alignment. 24,000.5.F. PLACING MANHOLE RINGS & COVERS: The frame or ring casting shall be set to the designation elevation in a full mortar bed. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 9 �'� 24,000.6. BACKFILLING, CLEANING UP & MAINTAINING SURFACES: Copyright 1988 & Associates, Inc. I 1/88-240000 Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. POPIMAMEM 24,000.7. TESTING PIPE LINES 24,000.8.A. TRENCH EXCAVATION: Trench excavation will be measured in linear feet of trench according to the zone classifications specified as follows: From 0' to 8 1 , from 8' to 10 1 , and in two foot increments thereafter, which are based on the total depth of the trench to the designated grade of the pipe invert. No deduction in depth will be made for rock encountered in the trench above the designated grade. Measurement will be made along the centerline of the sewer and from center to center of all manholes, catch basins or junction fittings. 24, 000-16 1/88-24000G Copyright 1988 Bonestroo, Rosene, .tender l & Associates, Inc. 24,000.8.8. SOLID ROCK EXCAVATION: If solid rock is encountered in the trench, such rock excavation shall be measured by volume in cubic yards and shall be measured from the top of the rock to a point six inches below the outside barrel of pipe and twelve inches from each side of inside diameter of pipe. The minimum trench width of the solid rock excavation shall be 36 inches. For measurement purposes volume will be computed based on vertical walls for the width specified above. 24,000.8-C. SEWER PIPE WITH BEDDING: Sewer pipe of each diameter and classi- fication furnished and installed with associated pipe bedding will be measured separately by length in linear feet. Measurement will be made along the cen- terline of the sever and from center to center of all manholes, catch basins or junction fittings. Where bends, tee manholes, flared end sections or other special shapes are in- stalled, the length of pipe replaced by these structures shall be deducted from the distance from center of manhole to center of manhole for pay purposes. The special structures will be paid for as separate bid items. 24,000.8.D. * SERVICE CONNECTION: Wyes and tee branches of each diameter and classification furnished and installed will be measured as a unit. 24,000.8.E. SERVICE RISER PIPE: Sewer pipe used for service risers of each diameter and classification furnished and installed will be measured separate- ly by vertical length in linear feet from the centerline of the sewer to the top of the last riser section. 24,000.8.F. CONSTRUCTING MANHOLES: Manholes will be measured by depth of the structure from the invert of the pipe to the top of the cover in linear feet, based on the dimensions as staked by the Engineer. 24,000.8.G. CONSTRUCTING CATCH BASINS: Catch basins will be measured by the number of catch basins completed as to shape, size, and depth according to the plans. 24,000.8.H. ' IMPROVED PIPE FOUNDATION: Granular materials placed for improving pipe foundation below the specified pipe bedding shall be measured by the lineal foot of pipe placed with improved foundation in six inch depth increments of granular material placed. As an example, if two feet of granular material is required for improved pipe foundation under a 12" pipe installed with C-2 bedding; six inches of material is required for Class C-2 bedding and improved pipe foundation shall be measured as three lineal feet, six inches deep. 24,000.8.,7. DROP INLETS: Drop inlets will be measured by depth from the low- est invert of the manhole to the invert of the pipe being served by the drop inlet. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. yzy�� 24,000.8.K. SPECIAL STRUCTURES & APPURTENANCES: Methods of measurement for special structures and appurtenances not included above shall be as stated in the "Special Provisions," "Specific Requirements," and "Proposal." 24,000.9. BASIS OF PAYMENT: 24,00, .9.A. TRENCH EXCAVATION & BACKFILL: Regardless of the excavated, sewer pipe furiFished and installed with bedding will be paid for at tht Contract Unit Price per linear foot of pipe falling within each of the following depth zones as measured from the profile grade: From 0' to is 8' to 10 1 , and two foot increments thereafter. Excavation and backfilling of trench and associated pipe bedding shall be included in the price of sewer pipe furnished and installed. 24,000.9.B. SOLID ROCK EXCAVATION: Solid rock excavation will be paid for at the Contract Unit Price per cubic yard. 24,000.9-C. SEWER PIPE WITH BEDDING IN PLACE: Sewer pipe in each diameter ani classification furnished and installed will be paid for at the Contract Price per linear foot which shall include payment for trench excavation ani backfilling and associated pipe bedding. 24,000.9.D. DUCTILE IRON PIPE: Ductile iron pipe will be paid for at the Contract Unit ce per linear foot for each type and diameter of. pipe fur- nished which shall include payment for trench excavation and backfill. 24,000.9.E. WYE BRANCHES: Wye branches will be paid for at the Contract Unit Price for each unit furnished and installed of the size specified on the Pro- posal. 24,000.9.F. SERVICE RISER PIPE: Service riser pipe will be paid for at the Contract Unit Price per linear foot for the vertical distance from the center- line of the sewer to the top of riser. Concrete reinforcement • the main sewer and riser pipe as described in Section 24,000.4.B. shall be considered as dental and will not constitute a pay item. 24,000.9.G. CONSTRUCTING MANHOLES TO DEPTH OF EIGHT FEET: Constructing of manholes to a depth of eight (8) feet will be paid for at the Contract Unit Price per manhole which shall include furnishing and placing the manhole frame and cover. This section also applies to all catch basin manholes and catch basins. 24,000.9.H. CONSTRUCTING MANHOLES TO A DEPTH GREATER THAN EIGHT FEET: Con- structing of m oles to a depth greater than eight (8) feet will be paid for at the Contract Unit Price per manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet. This section also applies • all catch basin manholes and catch basins. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.9-1. CONSTRUCTING CATCH BASINS: Constructing catch basins as shown on the plans will be paid for at the Contract Unit Price per catch basin which shall include furnishing and placing the catch basin frame and grating. 24,000.9.J. IMPROVED PIPE FOUNDATION: Authorized granular materials for improving pipe foundation in place shall be paid for at the Contract Unit Price per lineal foot for each six inch layer placed below pipe bedding. 24,000.9.K. SAND CUSHION: Granular material for a sand cushion in place in rock excavation shall be paid for at the Contract Unit Price per ton. 24,000.9.L. DROP INLET PIPE: Drop inlets in place shall be paid for at the Contract Unit Price per linear foot which shall be payment in full for the ex- tended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sewer pipe from center to center of all manholes as per Section 24,000.8.C. when cast iron pipe is extended for drop inlets. 24,000.9-M. SPECIAL STRUCTURES & APPURTENANCES: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions," nSpecific Requirement," and "Proposal". 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. MMMMMMM Manhole steps shall be placed so that off -set vertical portion of cone Is facing downstream - Fl ow SlopelGrout ° ®' °� Grout bottom of manhole to 112 dinmAtpr nt nin® n.,4 i--. cut out flush Bonestroo, Rosene, Anderlik a Assoc., Inc Consulting Engineers St. Paul, Minnesota Revisions Plate No. STANDARD DETAILS Jon, t980 SANITARY SEWER MANHOLE R 1760 B R 1642 B R 1940A ° ®' °� Grout bottom of manhole to 112 dinmAtpr nt nin® n.,4 i--. cut out flush Bonestroo, Rosene, Anderlik a Assoc., Inc Consulting Engineers St. Paul, Minnesota Revisions Plate No. STANDARD DETAILS Jon, t980 SANITARY SEWER MANHOLE [ - �w IG B E:::� �� �� AA -'~ '. .. KNomhde steps shall be placed ' so that off - set ver portion of cone is facing downstream, for all lines up to 3G''diameter. 'Place steps on right hand side when facing down stream for all lines 36 over Minimum slab thickness � ° for depth. each 4' of Increase thickness I" #epth greater than 14', and reinforce with 6 x 6" 10/10 mesh 8onmotroo. Rnsome, Andwr|ik a Assoc., Inc. Consulting Engineers St. Paul, Minnesota STANDARD DETAILS STORM SEWER MANHOLE Revisions Plate No. Jan. 1980 | |_� 8nneetnoo,Ronenm Andmr|i4 [k Assoc., Inc. Consulting Engineers St Paul Minnesota STANDARD DETAILS JUNCTION MANHOLE STORM SEWER Revisions Aug. 74 Jan. 79 Jan. 80 Apr. 85 p ^ PLAN_ Neenah frame and cover, or equal. with 2 canceled pick holes. see specs. for costing number. 40A 24" 6" Manhole steps shall be placed — 5F — —� �4 —Tr a that the off-set vertical portion c oncrete adjustment rings allowed. A" f the cone is facing downstream. Manhole steps, Neenah R 198IJ steps approved. All joints in manhole to have 0 ring rubber gaskets, Pipe shall be cut out flush ­,h inside face of wall. Grout bottom of manhole to Use opening in 4' M-H 1/2 diameter at pipe and slope section to 24' dia. 1 8 precast segmental grout 2" toward invert. 8nneetnoo,Ronenm Andmr|i4 [k Assoc., Inc. Consulting Engineers St Paul Minnesota STANDARD DETAILS JUNCTION MANHOLE STORM SEWER Revisions Aug. 74 Jan. 79 Jan. 80 Apr. 85 p ^ PLAN_ Neenah frame and cover, or equal. with 2 canceled pick holes. see specs. for costing number. Minimum of 2, maximum of 3 c oncrete adjustment rings allowed. A" Manhole steps, Neenah R 198IJ steps approved. All joints in manhole to have 0 ring rubber gaskets, Pipe shall be cut out flush ­,h inside face of wall. Use opening in 4' M-H section to 24' dia. 1 8 precast segmental concrete block. to be used with 24" dia. or larger. Minimum slab thickness, 6" for 14 increase thickness I" for each 4' of depth greater than 14', and reinforce SECTION with 6"x6" 10/10 mesh. Not to scale , 8nneetnoo,Ronenm Andmr|i4 [k Assoc., Inc. Consulting Engineers St Paul Minnesota STANDARD DETAILS JUNCTION MANHOLE STORM SEWER Revisions Aug. 74 Jan. 79 Jan. 80 Apr. 85 p ^ WNW; 3-Elm For 6'diam, Manhole an 8" precast slab Is Required Neenah frame and cover, or equal. with 2 concealed pick hole= . see specs, for costing numbers. ystinq�Ainqs, min, d77, at 5 O Each Way 2-#. s of Opening i, Neenah R198IJ or equal, ,tum steps approved. Use opening in 4 M.H. section to 24" dia. 8" precast segmental concrete block. to be used with 24"i:lia, or larger. Bonestroo, Rations, STANDARD DETAILS Revisions Aug. 1974 And*rllk a Assoc. STORM SEWER Consulting Engintors J a n. 1980 JVNCTION MANHOLE WITH REINFORCED © Paul. Minn TOP SLAB ZIUS 27 It round opening for R3250-A casting., or equal. �� �m Bonemh'oo, Rooene AnderUh a Ameou,|no. Consulting Engineers Et. Paul, Minnesota Dimension from back of curb to center of pipe, 6'dia.MH=2 Catch basin casting, Neenah R3250-A, or equal. concrete adjustment rings. 6" precast reinforced concrete slab Precast manhole sections All joints in manhole to have "d' ring rubber gaskets. Manhole steps p� R-198|J or equal aluminum steps approved. o''precast segmental concrete block to the top of the pipe, for manholes with pipe diameter over 24" Plaster exterior. Jse opening in 4� manhole section to 24" diameter. d' for 1 4' 1 depth. Increase I"for each i' of d-epth greater than 14' and reinforce with d'x 6' 10/10 mesh. STANDARD DETAILS TYPE -1 CATCHBASIN MANHOLE Plate No. Im 2 , Cx3Er slab opening for Neenah R30• 7 or equal Dimension from as • c curb to c center of p piep- f 4' D Dia. M MH — • • b from B Back • • Cur from B Back o of Curb 6' D Dia. M MH — 5 5' b behind B Back o of Curb 7' 9 9" b behind B Back o of Curb 8' D Dia. M MH — 1 15' b behind B Back o of Curb • Vane Grate. Minimum of 2 maximum of 5 concrete adjustment rings with full bed of mortar between each and a e collar on the outside. 6 precast reinforced concrete slob. Seal with 2 beads of RAM—NEI All joints in manhole to have "T ring rubber gaskets. Doghouses sholl be grouted on both 'the outside and inside. Manhole steps, Neenah R1981J or equal, 15* o.c., Aluminum steps approved. Er Precast segmental concrete block to top of the pipe shall be used when size and depth prohibit the fabrication of precast units. Minimum is thickness, • for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with ErxEr 10/10 mesh. J1 Sonestroo Rosene Anderlik & Associates Engineers & Architects St. Paul, Minnesota TYPE 11 CATCHBASIN MANHOLE r i last - Revisiorr-; I I Mar. 1••0 • ME 1-16.DWG PLAN / TYPE 11 CATCHBASIN MANHOLE r i last - Revisiorr-; I I Mar. 1••0 • ME 1-16.DWG PLAN / 9 a Wxm� �-� Grate to be 2' below gutter grade. Slope gutter 5' each side of catchbasin R I Catch basin frame and grate as per speci L I - - \_ of Z maximum of 3 adjusting rings allowed Variable Reinforced prepast cone section or 8 segmental concrete block 3" Grout 4d' 54 69 Bonestroo, Rosene, Anderlik & Assoc., Inc. Consulting Engineers St. Paul, Minnesota Revisions STANDARD DETAILS Aug ' '74 TYPE T Apr. '85 I CAT CHBAlts MM tMA 1.9 NOTE: Right hand grate shown MANNUM Revisions Plate No. Bonestroo Rosene, STANDARD DETAILS Jan. 1981 rjl Anderlik Assoc. TYPE 11 Apr. 1985 1-19 Consulting Engineers CATCHBASIN St. Paul,Minn. PLAN Grate to be 2 1 ' below gutter grade. Catchbasin costing: 'Slope gutter 5 each side of Neenah 83067 or equal- Catchbasin, Grate as per specifications 3' radius curb box To p of Curb Variable Min. of 2 Max. of 3 W. concrete adjustment rings allowed. 24 x 36" Precast 5 3"of grout 4 (D MANNUM Revisions Plate No. Bonestroo Rosene, STANDARD DETAILS Jan. 1981 rjl Anderlik Assoc. TYPE 11 Apr. 1985 1-19 Consulting Engineers CATCHBASIN St. Paul,Minn. HAND SHAPED FROM FIRM UNDISTURBED if Bc" Denotes outside diameter of Pipe Barrel Compacted BookfUi Compacted I w J "� 2OOu` Concrete Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. 4ndmr{ik 81 Aiisoc. Inc. JAN. 1986 Consulting Engineers BEDDI METHODS St. Paul., Minnesota FOR RCP,VCP a DIP LOAD FACTOR 1.9 LOAD FACTOR 2.3 / = Foundation � / Variable Var iable d ge of Be ng 6 " / FayDepth |ncremen|n 6" (Typical) Coarse Filter It Bu " Denotes outside Aggregate diameter of Pipe (Mn DOT Spec. 3148H Barrel Modified) 8uneshoo, Rosene, STANDARD DETAILS Revisions Plate No. Amdm|ik 8 Assoc. Inc. IMPROVED FOUNDATION JAN. 1986 1- 25 A Consulting Engineers FOR RCP, VCP a DIP St. Pou!, M0|nneswiw V, N* //,./ Backfill d. Bedding n Granular Borrow (MnDOT Spec. 314•A, Modified) W Min = B c+ 1 2 PIPE FOUNDATION a BEDDING IN GOOD SOILS Bc 2 Bedding 6 {Ty 6a Depth Pay d In Foundation Variable 6" -- "... — " — Coarse Filter Bc" Denotes outside �—M inimum = 2d + Bc + 1 2" Aggregate diameter of Pipe (Mn. DOT Spec. 3149H Barrel Modified PIPE FOUNDATION a BEDDING IN POOR SOILS Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. Anderlik a Assoc. Inc. Consulting Engineers PVC PIPE FOUNDATION a 1-25B St. Paul, Minnesoto BEDDING METHODS 0 SIZE of PIPE Cu. Yd. 54 11 Ek Over 16 36" to 48" 12 27" to 33" 8 24!' a Less 4 Tie lost 3 joints. Use 2 tie bolt fasteners per*jolnt Installed at 60* from top or bottom of pipe Hand placed Rip-Rap I I deep Individual stones shall weigh not less than 50lbs. each Set with Grout Size of Pipe Bars " H" Bolts 12" • 18 3/, 4 It of 5/11 21" to 4l' 4d'to ff$T , 0 ,-Bonestroo, Rosene, Aqderlik a Assoc.Inc. Consulting Engineers St Paul 6 Max. _T A j CHO A-L­ L-AL -1.4-- ® N= M Provide 3 clips to fasten Trash Guard to Flared End. Hot dip galvanize after fabrication. SIDE VIEW IE ME NOTES: Anti—corrosive coating required • all bolts, Minimun cover as directed by Engineer. Compacted Granular Backfill Undisturbed Earth Er Canc® block Bonestroo Rosene MEN Anderlik & Associates Engineers & Architects St. Paul, Minnesota L Compacted Granular Backfill Undisturbed Earth Er Canc® block TA TER MAIN WET TAP 2-1 O.DWG Existing Pipe "D1" MOM ®m • W3 ma EMMIMMMEW C — Clow. ► �,i il TA TER MAIN WET TAP 2-1 O.DWG ' j 06 isions Bonestroo Rev , Rosene, STANDARD DETAILS F*b, 6� 4 Anderlik 86 Asso., Inc. pf. 73 ND WATER SERVICE A Consulting Engineers SEWER A Aug. 74 CONNECTIONS St. Paul, Min nesoto V ld'r S I P1 er slo A 3/4 24 •E 1 / "r TYPE "B" STANDARD SECTION ,M.H.D. B624 CONCRETE CURB Ek GUTTE2 TYPE 11 C 11 STANDARD SECTION SURMOUNTABLE CONCRETE CURB a GUTTER r r - Distance to � variable --Bituminous surface TYPE "D" STANDARD SECTION 00 z Z' Grove N G I base CONCRETE CURB Bonestroo, Rosene, Anderlik a Assoc, Inc. Consultinq EnginAars St Paul, Minnesota STANDARD DETAILS CONCRETE CURB a GUTTER LZI i NAIM Type A,B'Cor D concrete curb t8gu See plate 4-1 \ � 4" Conc. walk � Bonestmoo,Rouane, Andedik @ Assoc,inu. Consulting Engineers St. Paul, Minnesota conc.ourt) | nj Catchbasin frame 8618 conc. c 8k gutter. I 10'K4in. Transition r 8618 curb & gutter ::�7 m � 0'KAin. Transition —Top of curb LL Joint Neenah frame 8i cover or equal R-3067 with Type DL grate Bonestroo Rosene SPECIAL DETAILS Revisions Plate No. Anderlik and Assoc.Inc. B618 CURB a GUTTER 2-19-82 JKl 4-9 Consulting Engineers St. Paul, Minn. CONSTRUCTION AT CATCH BASIN NOTE: Surmountable curb a gutter to formed into a B 618 type cur • catchbasin castings. Catchbosin frx a cover �, o 10' Min. Transition Surmountable curb a gutter li;esiqn outter w - - - line grade 10'Min- Transition —Top of curb iii 4 Exponsion-J w 72-No..4 rebars Joint 0 fr( ""I" 7Neenah frame Ek cover or equal. R-3067 with Type DIL grate f Bonestroo , Rosene SPECIAL DETAILS Revisions Anderlik & Assoc. Inc. 2-19-82 JKI Consulting Engineers SURMOUNTABLE CURB & GUTTER St. Paul, Minn. CONSTRUCTION AT CATCH BASIN om OW Surmountable curb Ek gutter 4 � 10101 10, AL SECTION A-A 8onpatroc\ Rosene\ 4nder|ik 8 Assoc. Inc. Consulting Engineers 3L Paul, Minnesota STANDARD DETAILS VALLEY GUTTER Revisions Plate No | 4-11 No, 3 rebor (to extend 12" Catchbasin casting beyond each side of Neenah R-3067 casting) Embedded in or equal. conc. collar and curb. I 3' radius curb box Bonestroo, Rosene, Anderlik a Assoc., Inc. Consulting Engineers St. Paul, Minnesota SPECIAL DETAILS CONCRETE ENCASED CASTING AN TYPE I CATCHBASIN MANHOLG A No Scale Revisions Rev ate No. Plate No. Pate No. I Apr. 1985 s9am Conc. collar to encase Finsh Grade casting and rings. Conc. curb mix shall N be be used for conc. collar. U � c t Min. 2, Max. 3 J5 642 Conc. adjustment rings. Conc. or metal shims shall be used to level casting. 4 0" Dia. 5 ,. Bonestroo, Rosene, Anderlik a Assoc., Inc. Consulting Engineers St. Paul, Minnesota SPECIAL DETAILS CONCRETE ENCASED CASTING AN TYPE I CATCHBASIN MANHOLG A No Scale Revisions Rev ate No. Plate No. Pate No. I Apr. 1985 s9am No. 3 rebar (to extend 12" beyond each side Catchbasin casting of casting) Embedded Neenah R-3067 in conc. collar and or equal. curb. 3' , radius curb box Finish Grade -/2 Conc. collar to encase casting and rings. Conc. curb mix shall be used for conc. collar. Min. 2 Max. 3 Conc. adjustment rings. Grout shall be placed inside, between and 5 24 " x 36 Precast outside of conc. adjustment rings. Conc. or metal shims shall be used to level casting. No Scale Bonestroo , Rosene, Revisions Plate No. Anderlik a Assoc., Inc. SPECIAL DETAILS Apr. 1985 Consulting Engineers CONCRETE ENCASED CASTING SP-60 St. Paul, Minnesota ON TYPE -U CATCHBASIN Manhole steps shall be placed so that off-set vertical portion of cone is facing downstream F�__ Neenah frame and cover, or equal. wlth 2 concealed pick holes, See specification for costing number. C oncrete adjusting rings, min of 2 max. • 3 reqd. Manhole steps. Neenah R198IJ or equal 15" o.c. Aluminum steps approved 0 - I CO .� 41 5M I KM All joints In manhole to hav4 "O"rIng rubber gaskets Minimum slab thickness 6 1 'for 14 depth. Increase thickness I" for each 4of depth greater than 14! and reinforce with 0 0 6' 1 ,A,--- " 11 x6"- 1/1 mesh > F 0 - I CO .� 41 5M I KM All joints In manhole to hav4 "O"rIng rubber gaskets Minimum slab thickness 6 1 'for 14 depth. Increase thickness I" for each 4of depth greater than 14! and reinforce with 0 0 6' 1 ,A,--- " 11 x6"- 1/1 mesh ,�, ,; N x„ � -�� �. � 3tt �r Geotechnical Services Commercial, Residential Municipal, DHUD May 2, 1991 KASAI III 71111'1�11iw7TWii i City of New Hope % Mr Phil Gravell Bonestroo Rosene Anderlik & Assoc. St Paul, MN 55113 Re: Subsurface Soil Investigation 1991 Street Resurfacing Program City of New Hope Project Number 470 Allied Project: 91031 Dear Mr Gravell: \VI Enclosed is our findings for the above mentioned project. Eighty four borings were completed to obtain asphalt thickness, inplace granular base thickness and subgrade soil types. All borings were performed to a minimum depth of 3 feet. Holes were then backfilled afith native cuttings and cold mix hole patching. The borings generally indicate 1 to 4 inches of asphalt, 3 to 8 inches of granular base, and clay loam and sandy loam subsurface so i 1 s. The MDOT T r i ax i a 1 and AASHTO so i 1 c 1 ass i f i cat i ons are basel�' solely • visual classifications, • additional lab testing was performed on the soil samples. All of the borings were placed as per your locations marked in the field and • the maps that you supplied with proposed borings locations indicated. An invoice for our services is included with our report. If'we can be of any help on this or on any other matter, please d# not hesitate to contact us. enclosures M FIGURE FIGURE .I I iie it P 2 1 9 n ca m 0 A H ASSESSMENT :I m 2t w« ><<1© a . , a . . # �r �r SEWER EXTENSI Jmuuuwnsm ASSESSMENT AREA BOUNDARY , « � o / cc / � 0 » co UJ / } # ; to 7- 1 0 CL R M # City • New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 1 Boring Location:INDEPENDENCE AVE Date of Boring: 4-30-91 Sampling Depth: 36" D@pth 0" to 1.6" Asphalt (1.6") 1.6" to 36.0" Gravel Base (3.4"+) Boring No: 2 — Boring Location:INDEPENCENCE 'AVE Date of Boring:4-30-91 Sampling Depth: 36" DPP h o t�ion and Classification 0" to 2.3" Asphalt (2.3") 2.3" to 18.0" Gravel Base (15.7") 18.0" to 36.0" Brown PLASTIC AND LOAM, Trace gravel, AA A-6 Boring No: 3 — Boring Location: AVE Date of Boring:4-30-91 Sampling Depth: 36" D@Pth C s cri Lion and Classification 0" to 4.3" Asphalt (4.3") 4.3" to 10.1" Gravel Base (5.8") 10.1" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 4 Boring Location:HILLSBORO AVE Date of Boring:4-30-91 Sampling Depth: 36" D@pth — Descrj_ption and Classification 0" to 4.2" A sph�lt (4ar2 ") 4.2" to 29.2" Gravel Base (25") 29.2" to 36.0" Brown LOAMY SAND AND GRAVEL, AASHTO A-2 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 1.10 ring No: 5 - Boring Location:,51ST AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7") 2.7" to 7.8" Gravel Base (5.1") 7.8" to 36.0" Brown BROWN CLAY LOAM, AASHTO A-6 Boring No :,6 - Boring Location:48TH AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 4.4" Asphalt (4.4") 4.4" to 12.4" Gravel as (8.0") 12.4" to 36.0" Brown SANDY CLAY LOAM, Trace gravel AASHTO A-6 Spring Location:47 1Z2 AVE Depth Description and Classification 0" to 2.7" Asphalt (2.7") 2.7" to 9.7" Sampling Depth (7.0") 9.7" to 36.0" Brown PLASTIC SANDY LOAM, Trace gravel AASHTO A-6 Boring No: 8 - Boring Location: ISLAND AVE Date of Boring:4-30-91 Sampling Depth: 36" Depth Description and Classification 0" to 1.6" Asphalt 1.6" to 6.4" Gravel Base (4.8") 6.4" to 3 6.0" Brown CLAY LOAM, AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 �eorinq No: Boring Location:.47TH AVE late of Boring:4-30-91 Sampling Depth: 36" Depth 0" • 2.4" Asphalt (2.4") 2.4" • 5.1" Gravel Base (2.7") 36.0" Dark Gray CLAY LOAM, AASHTO A-6 Boring No: 10 -- Boring Location:RHODE ISLAND AVE Date of Boring:4-30-91 Sampling Depth: 36" D9Pth 0" to 2.0 Asphalt 2.0" • 11.0 Gr-a vel Base (9.0") • 36.0 Dark Brown CLAY LOAM, AASHTO A-6 - Woring No: 11 - Boring Location:.SUMPTER AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth --. Desgr t �ion and Classification 0" to 2.2" Asphalt (2.2") 2.2" to 12.2" Gravel Base (10.0") 12.2" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 12 Boring L.ocation:SUMPTER AND 46TH AYES Data of Boring:5-1-91 Sampling Depth: 36" D@Pth Des _g �itjon and classification 0" to 1.4" Asphalt (1.4") 1.4" to 7.4" Gravel as (6.0") 7.4" to 36.0" Brown CLAY LOAM, AASHTO ®6 I City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 13 Boring Location:.RHODE ISLAND AND 46TH late • Boring:5-1-91 Sampling Depth: 36" Depth Descriotion and Classification 0" to 2.6 Asphalt 2.6" to 12.8" Gravel Base (10.2") 12.8" to 36.0" Light Brown CLAY LOAM, AASHTO A-6 Boring No: 14 Boring Location:45 1/2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.8" Asphalt (2.8") 2.8" to 8.8" Gravel Base (6.0") 8.8" to 36.0" Gray SANDY CLAY LOAM, AASHTO A-6 Boring No: 15 Boring Location:.RHODE ISLAND AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3" Asphalt 2.3" to 3.8" Gravel Base (1.5") 3.8" to 36.0" Gray SANDY CLAY LOAM, AASHTO A-6 Boring No: 16 Boring Location:45TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" • 3.3 Asphalt 3.3" ♦ 11.8 Gravel Base • 18.0 Black SLIGHTLY ORGANIC CLAY LOAM, AASHTO A-6 18.0" TO 36" Light Brown CLAY LOAM, AASHTO A-6 75 Mf New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 17 Boring Location:FLAG AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classcation 0" • 1.8" Asphalt 0.8 1.8" • 7.0" Gravel Base (5.2") 7.0 to 36.0 Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 18 Boring Location:FLAG AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.3 Asphalt 2.3" • 11.2" Gr-avel Base (8.9") 11.2" to 36.0" Brown CLAY LOAM, AASHTO A-6 lorins No: 19 Boring Location:.ENSIGN AVE Date of Boring:5 Sampling Depth: 36" Depth Des �Jtj - Lon and CJassification 0" • 2.2" Asphalt (2.2") 2.2" • 8.0 Gravel Base (5.8") 8.0" to 36.0 Brown CLAY LOAM, Trace gravel, AASHTO A-6 .'orinq No: 20 Boring Location:ENSIGN AVE -------------- Date of Boring :5-1-91 Sampling Depth: 36" Depth Desqrj2tjon aqd Classification 0" to 1.6" Asphalt 1.6" to 9.1" Class 5 9.1" to 36.0" Dark Brown CLAY LOAM, Trace gravel AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 loring No: 21 Boring Location:.DECATUR AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2") 2.2" • 11.7" Gravel Base (9.5") 11.7" to 36.0" Black CLAY LOAM, AASHTO A-6 Boring No: 22 Boring Location:41ST AVE Date • Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" • 3.0" Asphalt (3.0") 3.0" • 9.4" Gra vel Base (6.4") Brown SANDY CLAY LOAM, Trace gravel AASHTO A-6 I leoring No: 23 Boring Location:CAVELL AND 41ST AVES Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.5 Asphalt 2.5" • 11.4" Gravel Base (8.9") • 36.0: Dark Brown CLAY LOAM, AASHTO A-6 goring No: 24 Boring Location:CAVELL AVE E -Vate of Boring:5-1-91 Gravel Base: 36" Depth Descriotion and Classification V ♦ 3.3" Asphalt Gravel Base (10.6") 13.9" to 36.0" Light Brown SANDY CLAY LOAM, A-6 I City of New Hope, Resurfacing Program City Project Number 47D Allied Project Number 91033 Boring No: 25 Boring Location:.40 1Z2 AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Descriotion and Classification 0" to 2.4" Asphalt (2.4") 2.4" to 10.4" Gravel Base (8.0") 10.4" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 26 Boring Location:40 1/2 AVE Vate of Boring:5-1-91 Sampling Depth: 36"— Dept—h Descriotion and Classification 0" • 2.3" Asphalt 2.3" • 6.2" Gravel Base (3.9") 6.2" to 36.0" Brown PLASTIC MEDIUM SANDY LOAM, AASHTO A-2 Boring No: 27 Boring Location:40 1/2 AVE If • Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0 " • 2.7 Asphalt 2.7" • 8.2" Gravel Base 8.2 TO 36.0 Dark Brown SANDY CLAY LOAM, AASHTO Boring No: 28 Boring Location:40 1/2 AVE Pate of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0") 3.0" • Gravel Base (8.3") 11.3" to 36.0" Light Brown CLAY LOAM, A-6 City • New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 29 - Boring Location:40 112 AVE Date of Boring:1-1-91 Sample Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3. 0 3.0" to 12.1" Gravel Base (.1 ") 12.1" to 36.0" Light Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 30 - Boring Location:,JORDAN,. Date of Boring:5_-1-91 Sampling Depth: 36" Depth Descrigtion and Classification 0" to 3.1" Asphalt (3. 1 3.1" to 13.7" Gravel Base (10.6" ) 13.7" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A-6 MINIM 1 =1 1 1 , 11 I 11111 11 1 ", FTTTIIV��� - City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 33 Boring Location:ENSIGN AVE tate of Boring:5-1-91 Sampling Depth: 36" Depthss Description and Classification-- 0" • 2.6" Asphalt (2.6") Gravel Base (10.78") • 36.0" Green Gray AN CLAY LOAM, AASHTO A-6 Boring No: 34 - Boring Location:40TH AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth .- Description and Classification 0" to 2.1 Asphalt 2.1" • 3.3*' Gr-a vel Base (1.2") 3.3" • 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 35 Boring Location:.40TH AVE Date of Boring: -1-91 Sample Depth: 36" Depth ascription and Classification 0" to 2.4" Asphalt (2.4") 2.4" to 11.8" Gravel Base (9.4") 11.8" to 36 .0" Light Brown CLAY LOAM, AASHTO A ®6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 37 Bori©g Location:.HOPEWOOD LANE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.7" Asphalt (2.7") 2.7" to 11.8" Gravel Base (9.1") f1.8" to 36.0" Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 38 - Boring Location:ENSIGN AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.0" Asphalt (3.0") to 14.1" Gr-a.vel Base (11.1") 14.1" to 36.0" Gray CLAY, AASHTO A-6 Boring No: 39 Boring Location:.ENSIGN AVE Iate of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 14.3" Gravel Base (11.7") 14.3" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 4■ Boring Location:40TH AVE --I Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2.9") 2.9" to 9.1" Gravel Base (6.2") 9.1" to 36.0" Brown SANDY CLAY LOAM, AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 41 - Boring Location:40TH AVE ---I late of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to \.#© Asphal(5.0 ) 5.0" to 13.5" Gravel Base (8.5") 13.5" to 36.0" Light Brown SANDY CLAY LOAM, AASHTO A-6 Boring No: 42 Boring Location:40TH AVE oate of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt (2.0") 2.0" to 9.3" Gravel Base (7.3") to 36.0" Ligkt Brown CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 43 Boring Location:40TH AVE Date of B ring :5-1-91 Sampling Depth: 346" Depth Description and Clot:ification 0" to 5.5" Asphalt (5.5") to 11.2" Gravel Base (5.7") 11.2" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-.E Boring No: 44 Boring Location: AVE Date of _ring :5-1-91 Sampling Depth:_I§A Depth Description and Classification ■" to 5.0" Asphalt (5.0 5.■" to 13.5" Gravel Base (8.5") 13.5" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-6 2.3" to 12.3" Gr-a.vel Base (10.0") f2.3" to 36.0" Light Brown CLAY, Trace gravel, AASHTO A-1 Boring No: 47 -- Boring Location:XYLON AVE bate of Boring:5-1-91 ...... Sampling Depth: 36" Depth Description and Classification 0" to 2.7 Asphalt 2.7" to 8.9" Gravel 8.9" to 36.0" Green Gray SILTY CLAY LOAM, AASHTO A-4 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.9" Asphalt (2 . 919) 2.9" to 13.2" Gravel Base (11.3") 13.2" to 36.0" Brown SANDY CLAY LOAM, Trace gravel, AASHTO A-6 Boring No: 50 Boring Location:WISCONSIN AVE —1 Date of Boring:5-1-91 Sampling Depth: 36" Depth Descriotion and Classification 0" to 2.2 Asphalt 2.2" • 8.8 Gra-vel Base (6.6") 8.8" to 36.0" Brown SLILTY CLAY LOAM, AASHTO A-4 Boring No: 51 Boring Location:WISCONSIN AND VIRGINIAN Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2 9l ) 2.2" to 7.4" Gravel Base (5.2") 7.4" to 36.0" Brown CLAY LOAM, Trace gravel, AASHTO A-1 Boring No: 52 Boring Location:.VIRGINIA AVE — — — A Date of Boring:5-1-91 Sampling depth: 36" Depth Descriotion and Classification 0" • 2.6 Asphalt (2.6") 2.6" to 11.3" Gravel Base (8.T") • 36.0 Brown SILTY CLYA LOAM, Some Gravel, AASHTO A-4 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 53 Boring Location:.VIRGINIA AVE Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" • 1.7" Asphalt 1.7" • 6.4" Gravel Base (4.7") 6.4" to 36.0" Brown SILTY CLAY LOAM, Trace gravel, AASHTO A-4 Boring No: 54 Boring Location:38 11 M late of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classcation 0" • 2.7" Asphalt 2.7" to 11.8" Gr Base (9.1") 11.8" to 36.0" Brown PLASTIC FINE SANDY LOAM, AASHTO A-A Boring No: 55 Boring Location:UTAH AVE Date of Boring:5-1-91 Sampling depth: 36 Depth Description and Classification 0" • 1.7" Asphalt 1.7" • 12.9" Gravel Base (11.2") 12.9" to 30.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 30.0" to 48.0" Brown SILT LOAM, AASHTO A-4 JR City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Zoring No: 57 — Boring Location:.UTAH AVE Date of Boring:5-1-91 Sampling Depth: 36" Dep on� th Desg�ti�on a�ndC�Iass�ifica�t V to 1.9" Asphalt (1.9") 1.9" to 10.5: Gravel Base (8.6") 10.5" to 36.0" Brown SLIGHTLY PLASTIC SANDY LOAM, Trace gravel AASHTO A-2 Boring No: 58 Boring Location:HOPEWOOD LANE Date of Boring:5-1-91 Sampling Depth:_I§A Depth Description and Classification 0 " to 3.1 "" Asphalt (3.1" 3.1" to 13.4" Gravel Base (10.3") 13.4" to 36.0" Dark Brown CLAY LOAM, Trace gravel, AASHTO A-6 Roring No: — Boring Location:HOPEWOOD LANE E Date of Boring:5-1-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.0" Asphalt 2.0 to 14.5" Gravel Base to 36.0 Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 60 Boring Location:HOPEWOOD LANE Date • Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2. Asphalt (2. 1 2.1" to 11.7" Gravel Base (9.6") 11.7" to 36.0" Brown CLAY LOAM, Trace gravel, * 2 L-1 I EI:> - rE.S - r OR © L-L- I NC3 C:�CMPAN` City of © Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No 61 Boring Location:.XYLON AVE ----a late of Boring: 5-2-91 Sample Depth: 36" Depth 0" to 2.5" Asphalt (2.5") to 10.3" Gravel Base (7.8") 10.3" to 36.0" Brown CLAY LOAM, AASHTO A-6 ;.oring No: 62 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 6.7" Gravel Base (4.1") 6.7" to 36.0" Bro'wn F I N E SAN■YH CLAY ;#x© AASHTO A-4 Boring No: 63 Boring Location:39TH AVE Date of grin g:5-2-91 Gravel Base: 36" Depth DescriDtion an Classification 0" to 3.4" Asphalt (3.4") 3.4" to 8.1" Gravel Base (4.7") 8.1" to 36.0" Brown © LOAM, AASHTO 1-6 Boring No: 64 Boring Location:39TH AVE I Date of Bring :5-2-91 Sampling Depth: 36" Depth Description and classification 0" to 3.1 Asphalt (3.1") 3.1" to 8.4" Gravel Base (5.3") 2.4" to 36.0" Brown CLAY LOAM, Trace gravel, AASHT 1-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 65 Boring Location:.39TH AVE *ate • Boring:5-2-91 Sampling Depth: 36" Depth . Description and Classification • to 2.6" Asphalt 2.6" to 9.9" Gravel Base (7.3") 9.9" to 36.0" Brown SANDY CLAY LOAM, Trace gravel iASHTO A-2 -Woring No: 66 Boring Location:39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Descriotion and Classification 0" to 2.9 Asphalt 2.9" to 5.8" Gr Base (2.9") 5.8" • 36.0 Brown SILT LOAM, AASHTO A-4 loring No: 67 Boring Location:XYLON AND 38TH AVES Date • Boring:5-2-91 Sampling Depth: 36" D9Pth Descriotion and Classification 0" to 1.3" Asphalt (1 ®3 ") 1.3" to 707" Gravel Base (6.4") 7.7" to 36.0" Brown SLIGHTLY PLASTIC SANDY LOAM AASHTO A-4 Boring No: 68 Boring Location:38TH AVE It of Boring:5-2-91 Sampling Depth: 36" D9Pth Dascri�tion and Classification 0" to 3.1 " Asphalt (301 " ") 3.1" to 10.1" Gravel Base (7.0") 10.1" to 36.0" Light Brown SLIGHTLY PLASTIC SANDY LOAM, AASHTO A-4 i rim City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 69 Boring Location:38 1/2 AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2 Asphalt 2.2" to 10.1" Gravel Base (7.9") 10.1" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" • 2.2 Asphalt 2.2" to 13.7 Gre Depth 13.7" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 71 Boring Location:.37TH AVE I Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification Asphalt 3.2" to 11.9" Gravel Base (8.7") 11.9" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-4 Boring No: 72 Boring Location:NORTHWarr PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 5.2" Asphalt (5.2") 5.2" to 9.6" Gravel Base (4.4") 36.0" Black CLAY LOAM, AASHTO A-6 City of New Hope, Resurfacing Program City Project Number 470 Allied Project Number 91033 Boring No: 73 Boring Location:NORTHWO■D PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 4.8" Asphalt (4.8") 4.8" to 13.8" Gravel Base (9.0") 13.8" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 74 Boring Location:NORTHWOOD PARKWAY Date of 1oring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.6" Asphalt (2.6") 2.6" to 3.9" Gr-avel Base (1.3") 3.9" to 36.0" Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 75 - Boring Location:,NORTHWOOD PARKWAY Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 3.1" Asphalt (3.1") to 11.1" Gravel Base (8.0") 11.1" to 36.0" Brown CLAY LOAM, AASHTO A-6 1-oring No: 76 Boring Location:36 1/2 CIRCLE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification #© to 3.9" Asphalt (3.9") to 10 .8" Gravel Base (6.9") 10.8" to 36.0" Gray PLASTIC SANDY LOAM, AASHTO A-61 City of New Hope, Resurfacing Progral City Project Number 470 Allied Project Number 91033 Boring No: 78 Boring Location:39TH AVE bate of Boring:5-2-91 Sampling Depth: 36" Depth Deser.iption and Classification 0" to 1.7 Asphalt 1.7" • 8.1 Gr-ayel Depth 8.1" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 79 Boring Location:.39TH AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classific4tion 0" to 3.0" Asphalt (3.0 3.0" • 4.1" Gravel Base (1.1") 4.1" to Dark Brown PLASTIC SANDY LOAM, AASHTO A-6 Boring No: 80 - Sampling Depth:_3A Depth Description and Classification 0" • 2.2" Asphalt 2.2" to 11.6" Gravel Base (9.4") 11.6" to 36.0" Brown SANDY CLAY LOAM, AASHTO A-6 City of New Hope, Resurfacing Program City Project © 470 Allied Project Number 91033 Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.2" Asphalt (2.2 #1 ) 2.2" to 9.7" Gravel Base (7.5") 9.7" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 82 Boring Location:MARYLAND AVE Date of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.1" Asphalt (2.1") 2.1" to 9.2" Gravel Base (7.1") 9.2" to 36.0" Light Brown CLAY LOAM, AASHTO A-6 Boring No 83 Boring Location:MARYLAND AVE at of Boring:5-2-91 Sampling Depth: 36" Thickness Description and Classification 0" to 2.2" Asphalt (2.2") to 10.7" Gravel Base (8.5") 10.7" to 36.0" Brown CLAY LOAM, AASHTO A-6 Boring No: 84 Boring Location:MARYLAND AVE Data of Boring:5-2-91 Sampling Depth: 36" Depth Description and Classification 0" to 2.5" Asphalt (2.5") 2.5" to 9.6" Gravel Base (7.1") 9.6" to 36.0" Brown SILT LOAM, AASHTO A-4 i The award of the project shall be made to the lowest responsible bidder based on the lowest base bid amount. The Owner reserves the right to retain all bids for 45 days prior to awarding the Contract. I ILI • 34117 On this 5th day of J une 19 91 , before me appeared M. A. JONES to me personally known ,who, being duly sworn, did say that he is the Attorney - in - Fact of the SEABOARD SURETY COMPANY that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said M.A. JONES acknowledged said instrument to be the free act and deed of said ),,AAA,f fr r,Gr�nn1A/ 4�Sa r p 1 � y a v vaeasFsis�Ui� r� _,' NbItary Public mtss?can Extf a n 15, t 3 {k'v�vvvvervvvvv "�vuvvv v v "v,�rn,v ss sr v v✓ J 3; STATE OF INNZ OTA ;COUNTY OF Washington erificat"on of the authenticity of this Power of Attorney you may call, collect, 201-658-3500 and ask for the Power of Attomey clerk, Please refer to the Power orney number, the above narned individual(s) and details of the bond to which the power is attached, In, New York, Dial 212-6275444 OFFICIAL FILE COPY i!11111 I i ' I I I F I I I I I 2104. Removing Miscellaneous Structures - Specific & General Requirements 2105. Excavation & Embankment - Specific & General Requirements 2112. Subgrade Preparation - Specific & General Requirements 2130. Application of Water - Specific & General Requirements Aggregate Base - Specific & General Requirements 2232. Mill Pavement Surface - Specific & General Requirements 2331. Plant-Mixed Bituminous Pavement - Specific & General Requirements 2357. Bituminous Tack Coat - Specific & General Requirements 2502. Subsurface Drains - Specific & General Requirements 2521. Walks - Specific & General Requirements 34126 1-i 2531. Concrete Curb and Gutter - Specific & General Requirements 0564. Pavement Markings - Specific & General Requirements 2573. Temporary Erosion Control - Specific & General Requirements 2575. Turf Establishment - Specific & General Requirements 23,000. Water Main - Specific Requirements General Requirements 24,000. Requirements General Requirements Plate 1 -1 Sanitary Sewer Manhole Plate 1 -8 Storm Sewer Manhole Plate 1 -9 Junction Manhole Storm Sewer Plate 1 -10 Storm Sewer Junction Manhole with Reinforced Top Slab Plate 1 -15 Type I Catch Basin Manhole Plate 1 -16 Type II Catch Basin Manhole Plate 1 -18 Type I Catch Basin Plate 1 -19 Type II Catch Basin Plate 1 -25 Bedding Methods for RCP, VCP, & DIP Plate 1 -25A Improved Foundation for RCP, VCP, & DIP Plate 1 -25B PVC Pipe Bedding Plate 2 -2 Gate Valve & Hydrant Detail Plate 2 -10 Water Main Wet Tap Plate 3 -1 Sewer Service Connections Plate 4 -1 Concrete Curb and Gutter Plate 4 -3 Pedestrian Curb Ramp Plate 4 -9 B618 Curb & Gutter Construction at Catch Basin Plate SP -59 Concrete Encased Casting on Type I Catch Basin Manhole Plate SP -60 Concrete Collar on Type iI Catch Basin Plate SP -61 Seal Between Top Slab & Manhole Section 34126 I -2 "M Plate SP-93 Manhole with Reinforced Center and Top Slab Plate SP-199 Drain Valve with Aggr. Drain Figure 6.27 Crosswalk Stripping Detail Soils Investigations Supplemental Conditions of the Contract Conditions of the Contract Mark Hanson, P.E. Date: April 22J991 Reg. No. 14260 34126 1-3 ADVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue N. until 10:30 A.M., C.D.S.T., on Friday, July 19, 1991, 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: 49TH AVENUE NORTH UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 470, MSAP NO. 182 - 107 -05 2,150 SY Mill Bituminous Surface 11,000 SY Remove Bituminous Surface 3,000 TN Class 5 Aggregate Base 4,800 TN Bituminous Base /Wear Course 1,600 LF Remove and Replace Concrete Curb and Gutter 1,700 SF Remove and Replace Concrete Walk 3,000 LF Pavement Markings 10 EA Manholes /Catch Basins 70 LF 12" or 15" RCP Storm Sewer 580 LF 10" or 12" PVC Sanitary Sewer This notice extends the original bid date for this project. 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, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (612) 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 (5Z) 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 deposit of $35.00. See "Information to Bidders" for plan /specification deposit refund 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 34126S UMMUS 1105 1. BID PROCEDURE: Each planholder has been furnished a specification, plan set and two extra proposals. Bids shall be submitted on the separate Proposal Form designated "BID COPY" and not in the specification book. The Proposal containing the bid shall be submitted in a sealed envelope. 2. DEPOSIT AND REFUND: Plans and specifications may be obtained for the deposit amount stipulated in the Advertisement for Bids. Planholders may - obtain more than one set of plans and specifications for the stipulated amount, however, refunds will not be given for these additional sets. Refunds of deposit will be made to all bidders, subcontractors, and suppliers who return plans and specifications, in good condition, within 15 days of the bid date provided they: a) Were a prime bidder who submitted a bona-fide bid to the Owner, I b) Submitted quotes to at least two prime bidders which are identified with the returned plans and specifications. The following planholders need not return plans and specifications to receive a refund of deposit: Low prime bidder, all b) Successful low subcontractors and suppliers who notify the receptionist within 1 days of the bid. Refunds of deposit will also be made, for one set of plans and specifications only, to those planholders who return plans and specifications at least 48 hours before the bid-letting hour. 3. INDIVIDU DRAWINGS AND SPECIFICATION SHEETS: Individual drawings and specifications sheets may be purchased at the rate of Five Dollars ($5.00) per sheet of drawings and Twenty-five cents ($0,25) per sheet of specifications for which no refund will be made. Sonestroo Bidder GMH Asphalt Corp. Total Base Bid $264,902.35 v Rosene Address 17018 Saddlewood Tr. Telephone No. 935 -6840 Anderlik & Assoclates City, State, Zip Minnetonka, MN 55345 Fax. No. 935 -6071 :r"'�"" PROPOSAL 49TH AVENUE NORTH STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 470 FILE NO. 34126 NEW HOPE, MINNESOTA 1991 Opening Time- 10:30 A.M., C.D.S.T. Opening Date: Friday, July 19, 1991 Honorable City Council 4401 Xylon Ave. N. Minneapolis, Minnesota 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. 0 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 your Clerk and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows: No. Item Unit Qty Unit Price Total Price Part 1 - 49th Ave. North Participating 2104.501 Remove concrete curb LF 1,600 1.50 $ 2,400.00 2104.501 Remove 12" or 15" RCP LF 15 6.50 97.50 2104.505 Remove bituminous surface (P) SY 11,000 1.70 18,700.00 2104.509 Remove concrete walk SF 1,700 1.00 1,700.00 2104.509 Remove concrete driveway SF 1,015 1.00 1,015.00 34126.PRO P -1 No. item 2104.509 Remove manhole or catchbasin 2104.523 Salvage casting 0104.602 Relocate hydrant @ 25 + 34 2105.501 Common excavation for turn lane 72.00 at Boone Ave. 2105.507 Subgrade excavation 2105.525 Topsoil borrow (CV) 2211.501 Aggregate base, Cl. 5, 100% crushed 2112.000 Subgrade and ex. aggr. base SY preparation 2331.504 Bituminous material for mixture 2331.514 Type 31 base course mixture 2331.508 Type 41 wearing course mixture 2357.502 Bituminous material for tack coat 2232.501 Mill bituminous surface 2331.510 Type 31 binder course mixture 2503.541 12" RC pipe sewer, Design 3006 2503.541 15" RC pipe sewer, Design 3006 0503.602 Connect storm sewer to existing structure 0504.602 Adjust valve box 2506.508 Construct 4' dia. manhole, Design Special 1 2506.508 Construct 4' dia. catchbasin manhole, Design Special 2 Unit Qty Unit Price Total Price EA 2 265.00 $ 530.00 EA 5 72.00 360.00 LS 1 975.00 975.00 LS 1 1,000.00 1,000.00 CY 950 4.00 3,800.00 CY 50 8.00 400.00 TN 5,200 7.10 36,920.00 IS 1 2,500.00 2,500.00 TN 275 117.00 32,175.00 TN 1,900 12.50 23,750.00 TN 1,400 13.65 19,110.00 OL 1,500 1.00 1,500.00 SY 1,620 1.20 1,944.00 TN 1,550 12.50 19,375.00 LF 24 29.50 708.00 LF 65 25.25 1,641.25 EA 3 370.00 1,110.00 EA 9 90.00 810.00 EA 1 1,155.00 1,155.00 EA 2 910.00 1,820.00 34126TRO P_2 No. Item 2506.508 Construct catchbasin, Design SF Special 3 2506.516 Casting assembly, R -1642B 2506.516 Casting assembly, R -3067V 2506.522 Adjust frame and ring casting EA (manhole) 2506.522 Adjust frame and ring casting LF (catchbasin) 0506.602 Reconstruct existing structure 2521.501 4" concrete walk 2531.501 Concrete curb and gutter, Design B618 SP -3 Reinforcing for concrete curb and gutter 2531.507 6" concrete driveway pavement SP -8 T thick bit. patch (driveway) 0563.601 Traffic control 0564.602 Pavt message (lt. arrow) paint 0564.602 Pavt message (rt. arrow) paint 0564.602 Pavt message (left -thru arrow)paint 0564.603 4" solid line white -paint 0564.603 12" solid line white paint 0564.603 24" solid line white -paint 0564.603 Variable width solid white -paint for cross walks 0564.603 4" broken line yellow -paint 34126TRO unit Qty EA EA EA EA 5 1 2 16 EA 14 EA 1 SF 1,600 LF 1,100 LF 960 SF 960 SF 100 LS 1 EA 4 EA 2 EA 2 LF 1,880 LF 470 LF 344 SF 480 LF 1,140 P -3 Unit Price 775.00 250.00 340.00 130.00 60.00 785.00 1.60 8.75 0.55 2.40 1.50 2,000.00 25.00 22.00 22.00 0.24 0.80 1.10 0.80 0.24 Total Prier, $ 3,875.00 250.00 680.00 2,080.00 840.00 785.00 2,560.00 9,625.00 528.00 2,304.00 150.00 2,000.00 100.00 44.00 44.00 451.20 376.00 378.40 384.00 273.60 No. Item Unit Qty 0564.603 4" dbl. solid line yellow -paint LF 835 2571.541 Transplant tree (72" dia. spade) EA 1 2573.503 Silt fence, preassembled LF 150 2575.505 Sodding, type lawn with 3" existing $ 2,926.35 4 topsoil SY SP -2 Sawcut concrete driveway or walk LF SP -3 Pour invert in ExCB -119 LS SP -6 4" PE perforated drain pipe LF SP -7 Connect 4" drain pipe to ex. structure EA Total Part 1 - 49th Ave. North Participating Part 2 - Sanitary Sewer Nonparticipating 2104.501 Remove 12" clay pipe LF 2104.509 Remove manhole and casting EA 2503.511 12" PVC, SDR -35, pipe sewer LF 2503.511 10" PVC, SDR -35, pipe sewer LF 2506.508 Construct manhole, Design Special 7 EA 0506.603 4" dia. structure depth greater than 8' LF SP -4 Connect 10" PVC to ex. 9" clay pipe LS 0503.603 Improved pipe foundation per 6" depth increment LF 0503.602 12" x 4" PVC wye EA 34126TRO P -4 900 155 1 460 Total Price $ 400.80 150.00 300.00 1,350.00 930.00 200.00 2,116.00 $209,270.75 929 3.15 $ 2,926.35 4 480.00 1,920.00 929 34.75 32,282.75 100 3435 3,475.00 4 1,200.00 4,800.00 1.5 65.00 97.50 1 790.00 790.00 500 2.60 1,300.00 18 125.00 2,250.00 Unit Price 0.48 150.00 2.00 1.50 6.00 200.00 4.60 75.00 No. Item 0503.602 10" x 4" PVC wye 0503.511 4" PVC SDR -26 SP -5 Provide water service to existing fountain Total Part 2 - Sanitary Sewer Nonparticipating Total Part 1 - 49th Avenue North Participating Total Part 2 - Sanitary Sewer Nonparticipating TOTAL BASE BID Unit Qty Unit Price Total Price EA 2 125.00 $ 250.00 LF 150 28.50 4,275.00 LS 1 1,265.00 1,261 $55,631.60 $209,270.75 UUU $264,902.35 34126TRO P -5 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 $ five percent (5%) , which is at least five percent (5 %) of the amount 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 'o z io GMH Asphalt Corp. (AnIndividual) Name of Bidder (A Partnership) (Signed) Gary Har Signer Vice President Title Gary Harms Printed Name of Signer 34126TRO P_b 1700. ADJUST MISCELLANEOUS STRUCTURES General Requirements PFDT#W 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc, 1700.4.4. Adjust Valve Boxes: Adjusting valve boxes will be measured by the number of valve boxes adjusted. 1700.4.5. Valve Box Extensions: Valve box extensions shall be measured by the lineal feet of extensions furnished and installed. 1700.5. BASIS OF PAYMENT: Payment for manhole and valve adjustments at the contract unit price shall be payment in full for all costs incidental o these items. Payment shall be made based on the following schedule: Item No. Item Unit 1700.501 Adjust Manhole & Catch Basin Frames Each 1700.502 Remove and Replace Manhole & Catch Basin Frame Each 1700.503 Reconstruct manhole Lin.ft. 1700.504 Adjust Valve Boxes Each 1700.505 Valve Box Extensions Lin.ft. End of Section 1700-3 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000. WATER MAIN General Requirements 23,000.1. DESCRIPTION: This work shall consist of the construction of water mains in accordance with the requirements of the Contract. Under the number- ing system used herein number 23,000.2. - 23,000.2.G inclusive, deal with MATERIALS; 23,000.3. - 23,000.3.L8 inclusive, deal with CONSTRUCTION REQUIRE- MENTS; 23,000-4. - 23,000.4.1. inclusive, deal with METHOD OF MEASUREMENT AND PAYMENT. It is intended that when the Standard Specifications do not cover the subject matter necessary to be covered that the additional numbers in the appropriate section may be utilized in the "Specific Requirements" and the numerical sequence preserved. 23,000.1.A. WORK INCLUDED: The Contractor shall, unless otheivise specified, furnish all materials, equipment, tools and labor necessary to do the work required under his contract and unload, have and distribute all pipe, fit- tings, valves, hydrants and accessories. The Contractor shall also excavate the trenches and pits to the required dimensions; sheet, brace and support the adjoining ground or structures where necessary; handle all drainage or ground water; provide barricades, guards, and warning lights; lay and test the pipe, fittings, valves, hydrants and accessories, backfill and consolidate the trenches and pits; maintain the surface over the trench, remove surplus excavated material; and clean the site of the work. The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes and other structures encountered in the installation of the work. All the work to completely construct the water facilities shall be done in strict accordance with the contract documents to which these General Requirements are a part. 23,000.1.B. SPECIFICATION REFERENCE: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which shall mean the "Standard Specifications for Construction, 1988 Edition", and subsequent amendments. 23,000.2. MATERIALS: The materials used in this work shall be new and conform to the requirements for kind and size of material specified herein or as altered in the 'Specific Requirements", "Special Provisions" and "Proposal". 23,000.2.A. DUCTILE IRON PIPE: All ductile iron pipe shall be in !accordance with AWWA C151 of the Class as shown on the plans, "Specific Requirements", and/or "Proposal". All pipe shall be furnished with standard thickness cement mortar lining conforming with AWWA 0104. All pipe shall have push-on joints as specified in AWWA 0111 and shall be electrically conductive. iliIrail 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.2.8. CAST IRON FITTINGS: All fittings shall be mechanical joint unless otherwise indicated and shall be in accordance with AWWA C110. All fittings shall be designed for not less than 250 psi working pressure and shall have a standard thickness cement mortar lining conforming with AWWA 0104. Ductile iron compact fittings as specified in C153 with standard thick- ness lining are acceptable in lieu of cast iron fittings. 23,000.2.0. RUBBER GASKETS: Rubber gaskets for mechanical joints and push -on joints shall conform to AWWA C111 and shall be designed and manufactured to exact dimensions to assure a liquid -tight joint. All joints shall be in- stalled with an electrical contact through every joint. 23,000.2.D. FIRE HYDRANTS: All hydrants shall be of a uniform make. The following information will be furnished in the "Specific Requirements ": (1) Size of valve opening; (2) Depth of trench and cover; (3) No. and size of hose connections; (4) No. and size of steamer connections; (5) Size and type of pipe connections; (5) Direction of opening; (7) Type of threads, hose connec- tions; (8) Type of threads, steamer connection; (9) Shape and size of opera- ting nut; (10) Open or closed drain holes; (11) Hydrant accessories such as flags, wrenches or drain pumps. 23,000.2.E. GATE VALVE AND BOX: Gate valves shall be bronze mounted, iron body valves conforming with requirements of AWWA 509. All valves shall have 0 -ring seals with non - rising stems and shall open to the left. Valves shall be equipped with mechanical joint ends in accordance with AWWA C111. Valve boxes shall be cast iron, screw -type, adjustable for 7 -1/2 foot depth of cover. Valves and boxes shall be considered as integral units. Gate valve boxes shall be three piece, Clow F- 2450H, Mueller J- 10380, or equal. 23,000.2.F. BUTTERFLY VALVE AND BOX: Butterfly valves shall be cast iron body rubber seated, tight closure valves in accordance with AWWA C504. Butterfly valves shall be furnished with mechanical joint ends conforming to AWWA C111. The valve operator is an integral part of the butterfly valve and shall be constructed to operate without maintenance under ground water conditions. Valve operators shall be manufactured by the valve manufacturer and /or in valve sizes 20 inch diameter and larger shall be equal to 90� worm gear actuators as manufactured by Limitorque Corporation or equal for buried service. Valve boxes shall be cast iron and shall be two or three piece type with screw adjustable top section for 7 -1/2 foot depth of cover. 23000G Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.2.G. GRANULAR MATERIALS: Materials used for improved pipe foundation of pipe bedding shall meet the requirements of Mn/DOT Specification 3149H Course Filter Aggregate, except that hard, durable crushed carbonate quarry rock may also be used. The material shall have the following crushing requirements: Not less than 50Z of the material, by weight, that is retained on the No. 4 sieve shall have one or more crushed faces. 23,000.3. CONSTRUCTION REQUIRE MENTS: 23,000.3.A. INSPECTION: 23,000.3.A1. Of Materials at Delivery Point: During the process of unload- ing, all pipe and accessories shall be inspected by the Contractor for loss or damage in transit. 23,000.3.A2. Field Inspection: All pipe and accessories shall be laid, jointed, disinfected and tested for defects and leakage in the manner herein specified. 23,000.3.A3. Disposition of Defective Material: All material found during the progress of the work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor shall promptly remove from the site of the work such defective material. 23,000.331. Responsibility for Material Furnished by Contractor: The Contractor shall be responsible for all material furnished by him and he shall replace at his own expense all such material that is found to be defective in manufacture or that has become damaged in handling after delivery by the manufacturer. This shall include the furnishing of all material and labor required for the replacement of installed material discovered defective prior to the final acceptance of the work. 23,000.3.BZ. Responsibility for Safe St2E The Contractor shall be responsible for the safe storage of material furnished by or to him and accepted by him and intended for the work, until it has been incorporated in the completed project. 23,000.3.C1. General: Pipe and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall at all times be handled with care to avoid damage. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.D. ALIGNMENT & GRADE & UNDERGROUND. SURFACE &_OVERHEAD UTILITIES 23,000.3.D1. General: All pipe shall be laid and maintained to the required lines and grades; with hydrants, valves and fittings at the required loca- tions; and with joints centered and spigots home; and with all valve and hydrant stems plumb. 23,000.3.D2. Existing Utilities: Existing water and sewer mains, and other underground utilities, are shown on the plans only by general location. The. Owner does not guarantee the locations as shown on the plans, nor is it guaranteed that all utilities are shown. The Contractor shall be solely responsible for verifying the exact location of each of these utilities, without additional compensation. Prior to the start of any construction, the Contractor shall notify all utility companies having utilities in the project area. The Contractor shall have sole responsibility for providing temporary support and for protecting and maintaining all existing utilities in the project area during the entire period of construction, including but not limited to the period of excavation, backfill and compaction. In carrying out this responsi- bility, the Contractor shall exercise particular care, whenever gas mains or other utility lines are crossed, to provide compacted backfill or other stable support for such lines to prevent any detrimental displacement, rupture or other failure. 23,000.3.D3. Deviations Occasioned by Other Utility Structures: Wherever existing utility structures or branch connections leading to main sewers or to main drains or other conduits, ducts, pipe or structures present obstructions to the grade and alignment of the pipe, they shall be permanently supported, removed, relocated or reconstructed by the Contractor through cooperation with the Owner of the utility, structure or obstruction involved. In those instan- ces where their relocation or reconstruction is impracticable, a deviation from the grade will be ordered and the change shall be made in the manner directed with extra compensation allowed therefore at unit prices, if appli- cable. 23,000.3.D4. Deviation with Engineer's Consent: No deviation shall be made from the required line or grade except with the written consent of the Engi- neer. 23,000.3.D5. Subsurface Exploration: It shall be the Contractor's responsi- bility to determine and verify the location of existing pipes, valves or other underground structures as necessary to progress with the work with no addi- tional compensation allowed. The Engineer shall make all known records available. All known utilities are designated on the plans in a general way as stated in Section 23,000.3.D2. 23000G Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.D6. Overhead Utilities and obstructions: Overhead utilities, poles, etc. shall be protected against damages by the Contractor and if damaged by the Contractor, shall be replaced by him. Should it become necessary during the progress of the work to remove or relocate existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done at no expense to the Contractor unless otherwise provided for in the "Special Provisions" or "Specific Requirements". It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. CIA 23,000.3.E1. Description: The trench shall be dug to the alignment .,and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify in the "Specific Requirements". The trench shall be so braced (Section 23,000.3.E10.) and drained that workmen may work safely and efficiently there- in. The discharge pipes shall be led to natural drainage channels. 23,000.3.E2. Width: The trench width may vary with and depend upon the depth of trench and the nature of the excavated material encountered; but in any case shall be of ample width to permit the pipe to be laid and jointed proper- ly and the backfill to be placed and compacted properly. The minimum width of unsheeted trenches at the top of the pipe shall be 30 inches, and for pipe 12 inches in diameter or larger it shall be one foot greater on each side of the nominal diameter of the pipe. All trenches shall be excavated to conform to the requirements of the State Industrial Commission or the Office of OSHA, whichever is more restrictive. 23,000.3.E4. �Correcting Any part of the trench excavated below grade shall be corrected with approved material thoroughly compacted without additional compensation to the Contractor. 23,000.3.E5. Pipe Foundation in Poor Soil: When the trench bottom at sub- grade is soft and, in the opinion of the Engineer cannot support the pipe, a further depth and/or width shall be excavated and refilled to pipe foundation grade with well compacted granular materials for improved pipe foundation. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notifi- cation of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. 23,000.3.E6. Pipe Clearance in Rock: Ledge rock, boulders and large stones shall be removed to provide a clearance of at least 6 inches on each side of all pipe and appurtenances for pipe 16 inches or less in diameter; for pipes larger than 16 inches a clearance of 9 inches below and clear width of 9 inches on each side of inside diameter of pipe shall be provided. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. 23,000.3.E7. Pipe Foundation in Rock: The space between the bottom of the trench and rock and the bottom of the pipe shall be backfilled with granular base material thoroughly tamped. Generally speaking, the material from the trench excavation other than rock or boulders shall be considered as suitable material. No additional compensation for placing or tamping this material shall be allowed. However, in the event that additional material must be hauled in, the hauling of the suitable granular material for the pipe bed shall be paid for on a weight basis when ordered by the Engineer. Weight slips shall be delivered to the Engineer daily. 23,000.3.E8. Solid Rock Excavation Defined; Solid rock excavation shall include such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal of any boulders or concrete or masonry structure (except concrete pavement, curb, gutter and sidewalk) exceeding one-half (1/2) cubic yard in volume that may be encountered in the work. 23,000.3.E9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor has notified the Engineer of the necessity so to do, such notification shall in no manner relieve the Contractor of the hazards and liability contingent on blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's methods of procedure relative to blasting shall conform to local and state laws and municipal ordinances. 23,000.3.E10. Braced and Sheeted Trenches: Sheeting, bracing, etc. shall be put in place and maintained as may be required to support the sides of the excavation and to prevent any movement which may in any way endanger person- nel, insure or delay the work, or endanger adjacent buildings or other structures. Where sheeting and bracing are used, the trench width shall be increased acqordingly. Trench sheeting shall remain in place until pipe has 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. been laid, tested for defects and repaired if necessary, and the earth around it compacted to a depth of one foot or over the top of the pipe. It shall be the Contractor's responsibility and duty to be familiar with local and state laws and municipal ordinances relating to this type of work and he shall assume the responsibility for compliance therewith. 23,000.3.Ell. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 23,000.3.E12. Barricades. Guards, and Safety Provisions: To protect persons from injury and to avoid property damage, adequate barricades, construction signs, fences, flashers and guards as required shall be placed and maintained during the progress of the construction work and until it is safe for traffic to use the trenched roadway. 23,000.3.E13. Traffic and Utility Controls: Excavations for pipe laying operations shall be conducted in a manner to cause the least interruption to traffic. Hydrants under pressure, valve boxes, curb stop boxes, fire or police call boxes or other utility controls shall be left unobstructed and accessible during the construction period. 23,000.3.E14. Private Property Protection: Trees, fences, poles and all other private property shall be protected unless their removal is authorized and any property damage shall be satisfactorily restored by the Contractor or adequate compensation therefore shall be the responsibility of the Contrac- tor. Where tree trimming is required, all cut surfaces one inch or more in diameter shall be covered with a coat of asphalt paint. 23,000.3.E15. Interruption of Water Services: No valve or other control on the existing system shall be operated for any purpose by the Contractor with- out approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and be advised of the probable time when service will be restored. 23,000.3.E.16. Tunneli Tr ench: Where pipe cannot be placed by open trench excavation, the method for placing shall be stated in the "Specific Requirements". 23,000.3.E17. Manner of Handling Pipe and Accessories Into Trench: Proper implements, tools and facilities satisfactory to the Engineer shall be pro- vided and used by the Contractor for the safe and convenient prosecution of the work. 23,000.3.E18. Inspection Before Installation: Before lowering and while suspended, the pipe shall be carefully inspected for defects and cracks. Any defective, damaged or unsound pipe shall be rejected. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. I 23,000.3.E19. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. 23,000.3.E20. Preventing Trench Water From Entering Pipe: All openings along the line of water main shall be securely closed, as directed, and at the sus- pension of work at any time, suitable stoppers shall be placed to prevent earth or other substances from entering water main. 23,000.3.E21. Railroad and Highway Crossings: When any railroad or highway is crossed, all precautionary construction measures required by the Railroad and Highway Department shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 23,000.3.E22. Unsuitable Conditions - for Laying Pipe: No pipe shall be laid in water or when the trench conditions are unsuitable for such work. 23,000.3.F. JOINTING: All jointing of mechanical joint pipe and push-on joint pipe shall be in accordance with the requirements of A.W.W.A. Speci- fication 0600. 23,000.3.F1. Preparation of Pipe Ends: Before laying the pipes, the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry. Pipe ends shall be kept clean until joints are made. 23,000.3.G. SETTING VALVES, VALVE BOXES AND FITTINGS 23,000.3.G1. General: Valves and pipe fittings shall be set and jointed to new pipe in the manner heretofore specified for cleaning, laying and jointing pipe. 23,000.3.G2. Setting Valves: All valves shall be set where directed by the Engineer. Valves and boxes shall be supported on a concrete block as shown on the detail drawings. Valve boxes shall be maintained centered and plumb over the operating nut of the valve. Tops of the valve boxes shall be set flush with the existing surface and shall be set so as to provide 12 inches of up- ward adjustment. Each valve box shall be marked with a 4" x 4 timber, 6' long set with 2 feet of the post exposed above grade. 23,000.3.H. SETTING HYDRANTS: 23,000.3.H1. Location: All hydrants shall be set where directed by the engineer. A grade stake and location stake will be provided by the Engineer at each hydrant. No hydrant shall be set until such a grade stake has been placed. WIMAHM 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.H2. Procedure: All hydrants shall be supported on an 8 inch concrete block or equal concrete base. Each hydrant shall be braced as shown on the detail drawings. After each hydrant has been set, there shall be placed around the base of the hydrant, not less than one cubic yard of gravel or crushed rock from which all fine material has been removed. A layer of polyethylene, minimum 4 mil. thickness, shall be carefully placed over the rock to prevent the backfill from entering the voids in the drain rock. All hydrants must be maintained in a plumb position during the backfilling opera- tion. 23,000.3.1. ANCHORAGE OF BENDS, TEES AND PLUGS: 23,000.3.I1. General: All bends, tees, hydrants and plugs shall­ be securely braced against undisturbed soil using timbers, precast concrete block with wooden wedges or poured in place concrete thrust blocks. Method of anchorage must be reviewed with and approved by the Engineer prior to backfilling. 23,000.3.J. TESTING PIPE LINES: 23,000.3.J1. Pressure During Tests: After the pipe has been laid and back- filled as specified, all newly laid pipe, or any valved section of it shall, unless otherwise specified, be subjected to hydrostatic or air pressure of 150 lbs. per square inch. The test must be conducted under the observation of the Engineer and with his approval. trr 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.J6. Permissible Leakage: A drop in pressure over a 30 minute test period exceeding 3 pounds shall be cause for rejection of the project. All leaks shall be corrected and the test repeated until the pressure drop is within the 3 pound limit. 23,000.3.J7. Conductivity: Conductivity shall be provided throughout the water system by use of copper straps or approved conductive gaskets with copper inserts. All fittings shall be mechanical joint with copper straps. Lead tipped gaskets will not be approved for conductivity. Copper jumper straps between sections of pipe shall be not less than 1/16" x 3/4" strap bolted to shop welded pipe straps of the same size. Bolts shall be 5/16" diameter bronze. For all locations where shop welded straps are not available, field welds shall be made using the Cadweld method with size 32 cartridge. Each field weld shall be properly made after filing the surface of the pipe to a clean bare metal over the entire area of the weld. Straps bolted to mechanical joint fittings shall be not less than 1/16" x 1-1/2". All straps shall be securely fastened and backfill placed so as to not damage the conductivity. Conductivity test shall be performed on all mains after they have been pres- sure tested and are full of water at normal operating pressure. A direct current of 350 amps at 30 volts shall be passed through the line for 4 minutes. Current flow shall be measured continuously on a suitable ammeter and shall remain steady without interruption or excessive fluctuation through- out the period. At the end of the 4 minute period, the current shall be raised to 400 amps for 1 minute without fluctuation. Insufficient current or wide fluctuations of ammeter needle shall be evidence of defective conduc- tivity which shall be isolated, corrected and retested. Acceptable equipment for the test shall be arc welding machines with adequate sized cables to carry the test current without voltage drop or overheating. Conductivity test shall be carried out in the presence of the Engineer or his duly authorized agent. Caution shall be exercised at all times when working with electrical equipment and wires during the conductivity test. 23,000.3.K. DISINFECTION: 23,000.3.K1. General: After completion of the installation and testing, the Contractor shall disinfect the new pipe, valves and fittings as described in A.W.W.A. Specification No. C651 by use of the Tablet Method which is generally described as follows: The Contractor shall place hypochlorite tablets in each section of pipe and also in hydrants, hydrant branches and other appurtenances during construc- tion. The tablets shall be attached to the top of the pipe with an adhesive such as "Permatex" No. 1 or other approved material. 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. When the installation has been completed, the main shall be filled with water at a velocity of less than 1 foot per second. This water shall remain in the pipe for at least 24 hours. After the 24 hour retention period, the heavily chlorinated water shall be flushed from the main until the chlorine concentra- tion in the water leaving the main is less than "1 ppm. Tests are required to determine chlorine residual at the end of the 24 hour retention period and after flushing to ascertain that the heavily chlorinated water has been removed from the pipeline. At the end of the 24 hour retention period, the main shall contain not less than 10 ppm chlorine. The number of tablets required per 20 foot length of pipe based on 314 grain available chlorine per tablet is as follows: Diameter No. of Tablets 4" 1 6" 2 8" 3 10" 4 12" 5 16" 9 18" 12 20" 14 24" 20 After final flushing and before the main is placed in operation, samples shall be collected and tested to show the absence of coliform organisms. If the initial disinfection fails to produce satisfactory bacteriological samples, the main shall be reflushed and resampled. If further samples show the presence of coliform organisms, then the mains shall be rechlorinated by the continuous feed or slug method of chlorination until satisfactory results are obtained. 23,000.3.L. BACKFILLING, CLEANING UP AND MAINTAINING SURFACES: 23,000.3.L1. Backfilling Procedure at Pipe Zone: Granular material or other suitable backfill material free from rocks, boulders and other unsuitable sub- stances shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench to a height of at least six (6) inches above the top of the pipe. The backfill shall be hand placed and thoroughly compacted to fill all spaces under and adjacent to the pipe. � 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.3.L2. Backfill Procedure Above Pipe Zone: (Type "a") Procedure Where Settlement is Allowable: Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen mate- rials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be accomplished above the pipe zone by any mechanical means or otherwise, at the option of the Contrac- tor. on traveled streets, completed backfill shall be rolled by wheel type or crawler type equipment weighing not less than 6 tons. Surface shall be main- tained in passable condition for traffic until date of final inspection. Backfilling under exposed existing utilities shall be compacted to prevent settlement and any future displacement. 23,000.3.L3. Backfilling Procedure Above Pipe Zone: (Type "b") Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill could cause excessive settlement. This type of back- filling may be compacted by puddling with hose and long pipe nozzle, or by flooding the trench, as the backfilling is accomplished above the pipe zone by any mechanical means or otherwise at the option of the Contractor. It is important that proper precautions be taken to prevent flooding of the pipe when flooding the trench and the Contractor shall be wholly responsible for neglect of these precautions. 23,000.3.L4. Procedure Where No Settlement is Allowable: (Type "c") Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rocks, concrete or clay lump more than one-third cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling shall be placed in uniform layers before compaction of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. 23,000.3.L5. Procedure Where No Settlement is Allowable: (Type I'd-) Succeeding layers of backfill shall be made of selected materials meeting requirements as set forth in the "Specific Requirements". This type of backfilling shall be placed in uniform layers before compaction of approxi- mately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. It shall be the duty of the Contractor to remove excavated materials not used in backfilling to a location as designated in the "Specific Requirements". 23,000.3.L6. Deficiency of Backfill, By Whom Supplied: Any deficiency in the quantity of material for backfilling the trenches or for filling depressions caused by settlement shall be supplied by the Contractor with no extra compen-, 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. sation allowed. Any settlement which occurs shall be refilled by the Contrac- tor. Material shall be at the Contractor's expense and of a material approved by the Engineer. 23,000.3.L7. Restoration of Surface: All surfaces shall be returned to the original grade and contour. Any excess dirt caused by displacement due to structures shall be removed by the Contractor to a location as designated with no extra compensation. 23,000.3.L8. Cleaning Up: Surplus pipe line material, tools and temporary structures shall be removed by the Contractor and all dirt and rubbish caused by his operations and excess earth from excavations shall be hauled to a dump provided by the Contractor and the construction site shall be left to the satisfaction of the Engineer. Clean up operations shall be accomplished promptly after tests are completed. 23,000.4. METHOD OF MEASUREMENT AND PAYMENT: 23,000.4.A. PIPE IN PLACE: Pipe will be paid for at the contract price per linear foot, which shall include the cost of furnishing all pipe, rubber gas- ket, joints and other material and of delivering, handling, laying, trenching, bedding, backfilling, compaction, testing and all material or work necessary to install the pipe complete in place at the depth above specified. The length of pipe for which payment is made shall be the actual overall length measured along the axis of the pipe without regard to intervening valves or fittings. All jacking shall be paid for at the contract unit price per linear foot which shall include both the water pipe and the casing under roadway and railroad, complete as specified previously under Section 23,000.3.E21. Payment shall be made for the jacking length specified unless unforseen conditions require a change in length of jacking. 23,000.4.B. CAST IRON FITTINGS: Cast iron specials will be paid for at the contract price per pound installed, said weights to include fittings, glands, bolts and gaskets. Payment for cast iron fittings shall be for the published weights of mechanical joint fittings as listed in A.W.W.A. C110. If ductile iron fittings are used, the weight for payment shall be the equivalent cast iron weight. 23,000.4.C. HYDRANTS: Hydrants will be paid for at the contract unit price per hydrant installed complete with gravel, concrete base and bracing, but does not include the auxiliary hydrant valve which shall be paid for under another item of these specifications if required. 90�� 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000.4.D. GATE VALVES AND BOXES: Gate valves and boxes, including exten- sions, will be paid for at the contract unit price per valve and box installed for each size. 23,000.4.E. BUTTERFLY VALVES AND BOXES: Butterfly valves, operators and boxes, including extensions, will be paid for at the contract unit per valve and box installed for each size. 23,000.4.F. IMPROVED PIPE FOUNDATION MATERIAL: The additional granular material required below the specified bedding shall be paid for per lineal foot of improved pipe foundation placed for each six (6) inch thickness of granular material placed. 23,000.4.G. ROCK EXCAVATION: If rock is encountered in the trench, such rock excavation shall be measured by volume'in cubic yards and shall be measured from the top of the rock to a point six (6) inches below the bottom of the pipe and twelve (12) inches from each side of the inside diameter of the pipe. The minimum trench width of the rock excavation shall be 36 inches. Payment shall be at the contract unit price per cubic yard. 23,000.4.H. SAND CUSHION: Granular material used for a sand cushion in areas of rock excavation where suitable materials are not available on site shall be paid for at the contract unit price per ton of material deposited under and around the pipe. 23,000.4.1. SPECIAL STRUCTURES AND APPURTENANCES: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions", "Specific Requirements" and/or "Proposal". End of Secticm 23,000-14 N 2300OG Copyright 1990 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000. SEWERS General RegRiltEtaLs 24,000.1. DESCRIPTION: This work shall consist of the construction of severs in accordance with the requirements of the Contract. Under the numbering sys- tem used herein numbers 24,000.2 - 24,000.2.N inclusive, deal with Materials; 24,000.3 - 24,000.7.A inclusive, deal with Construction Requirements; 24,000.8 - 24,000.8.K inclusive, deal with Method of Measurement and 24,000.9 - 24,000.9.M, inclusive, deal with Basis of Payment. It is intended that when the Standard Specifications do not cover the subject matter necessary to be covered, additional numbers in the appropriate section may be utilized in the Specific Requirements and the numerical sequence preserved. 24,006'.1.A. WORK INCLUDED: The Contractor shall, unless specified otherwise, furnish all materials, equipment, tools and labor necessary to do the work re- quired under his contract and unload, haul and distribute all pipe, castings, fittings, manholes and accessories. The Contractor shall also excavate the trenches and pits to the required dimensions; sheet, brace and support the ad- joining ground or structures where necessary; handle all drainage or ground- water; provide barricades, guards and warning lights; lay and test the pipe, castings, fittings, manholes and accessories; backfill and consolidate the trenches and pits; maintain the surface over the trench; remove surplus exca- vate and clean the site of the work. The Cohtractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes or other structures en- countered in the installation of the work. All the work to completely con- struct the sewer facilities shall be done in strict accordance with the con- tract documents to which these General Requirements are a part. 24,000.1.B. ' SPECIFICATION REFERENCE: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which shall mean the "Standard Specifications for Highway Construction" of the Mn/DOT, dated January 1, 1983 and subsequent amendments. 24,000.2. MATERIALS: The materials used in this work shall be new and con- form to tle requirements for class, kind and size of material specified below or as altered or more specifically described in the "Specific Requirements", "Special Provisions" and "Proposal". 24,000.2.A. CLAY PIPE: Clay sewer pipe and fittings shall conform to the re- quirements of the current A.S.T.M. Specification C-700 for extra strength clay sewer pipe. Extra strength pipe shall be used for all Vitrified Clay Sewer Pipe on the project. 24,000.2.B. POLYVINYL CHLORIDE SEWER PIPE: Polyvinyl chloride sewer pipe and fittings shall be produced by a continuous extrusion process using Type 1, Grade I material as defined in A.S.T.M. Spec. D-1784. The design, dimensions and wall thickness shall be in accordance with ASTM Spec. D-3034, SDR 35. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. ttt- 24,000.2.C. REINFORCED CONCRETE SEWER PIPE: The sewer pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C -76 of the class designated on the plans and in the Proposal. 24,000.2.D. CORRUGATED METAL PIPE: Corrugated metal pipe shall conform to the Standard Specifications for Corrugated Metal Pipe Culvert.of the A.A.S.H.O. Specification M -36 with exceptions and additions as noted in Mn /DOT Specification 3226. The kind of base metal and gauge is stated in the "Specific Requirements ". If any special coating is required, it will be stated in the "Specific Requirements ". 24,000.2.E. DUCTILE IRON PIPE: Ductile iron pipe shall conform with the re- quirements of AWWA Standard C151 of the class and type stated in the "Specific Requirements ". All ductile iron pipe shall have mechanical or push -on type joints and shall have a standard thickness cement mortar lining in accordance with AWWA Standard 0104. Where ductile iron pipe is used as a pressure line receiving discharge.from a pumping station, all joints shall be electrically conductive by use of copper straps or approved conductive gaskets with copper inserts. 24,000.2.F. CAST IRON tings shall be mechanical fittings shall be desi have a standard thickness Standard C104. Ductile are considered equal. FITTINGS: Where ductile iron pipe is furnished, fit - joint in accordance with AWWA Standard C110. All fined for 150 psi working pressure. All fittings shall of cement mortar lining in accordance with AWWA iron fittings in accordance with AWWA Standard C -153 24,000.2.G. JOINTS AND JOINT MATERIALS: 24,000.2.G1. Clay Pipe: Clay pipe joints shall be rubber or plastic type compression joints in accordance with A.S.T.M. Spec. C -425. Plain -end vitri- fied clay pipe may be used which employ Type B compression couplings in accor- dance with ASTM Specification C594. 24,000.2.G2. Polyvinyl Chloride Pipe: Polyvinyl chloride pipe joints shall be bell and spigot type with solvent cement applied in accordance with the manufacturer's recommendations. Gasketed push -on type joints are considered equal. 24,000.2.G3. Concrete Pipe: Reinforced concrete pipe joints shall meet the requirements of ASTM Specification C -361 and shall be the Bureau of Reclama- tion Type R -4. Deformed concrete pipe shall be jointed with material similar to Ram -Nek, Hamilton Rent, Kent Seal No. 2 or equal gasket material applied in accordance with manufacturer's recommendations. 1/88- 24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000 -2 24,000.2.G4. Ductile Iron Piers Gaskets for mechanical joint and push-on joint pipe shall be designated and manufactured to exact dimensions to assure a liquid tight joint. All joints for pipe used as a pressure line shall be installed with an electric contact through every joint. Joints shall conform to AWWA Standard C111. 24,000.2.G5. Corrugated Metal E . ipe. Corrugated metal pipe shall be joined using coupling bands in accordance with Mn/DOT Specification 3226. 24,000.2.H. MANHOLE AND CATCH BASIN FRAMES & COVERS: Cast iron for both man-' holes and catch basin frames and covers shall be of the best grade of cast iron, free from all injurious defects and flaws and shall be Class 35 iron in accordance" with A.S.T.M. Spec. A-48. Each casting shall be sand blasted but no further coating or finish is required. Both the surface of the cover and frame in contact shall be machined for non-rocking protection. The words "SANITARY SEWER" or "STORM SEWER" shall be cast on top of each manhole cover in two inch letters where each is applicable. All manhole castings shall be furnished with two concealed type pick holes of a design approved by the Engineer. The type, style and weight of all manhole castings, special castings and catch basin castings shall be as stated in the "Specific Requirements". 24,000.2.1. MANHOLE STEPS: 24,000.2.I1. Cast Iron Manhole Steps: Cast iron manhole steps shall be manu- factured from hi-test metal having a minimum tensile strength 35,000 pounds per square inch. All manhole steps shall be Neenah Foundry Step No. R-1981J, Badger F-15 or equal. All steps shall conform to the requirements of A.S.T.M. Designation C-478. 24,000.2.12. Aluminum Manhole Steps- Aluminum manhole steps of a design sim- ilar to the cast iron steps specified may be used. Aluminum manhole steps shall be made of Apex Ternalloy No. 5 aluminum alloy. 24,000.2.13. Polypropylene Coated Manhole Steps: Polypropylene molded over steel reinforcing rod and similar in design to the cast iron steps specified may be used. All such steps shall be M.A. Industries (SP-1-PF) Manhole Step, or equal. 24,000.2.J. PRE-CAST CONCRETE MANHOLES: Precast concrete manholes shall be used for all manholes more than 6.5 deep from rim to top of pipe and shall conform to the requirements of A.S.T.M. Designation C-478. Segmental block may be used for the lower portion of manholes over large diameter pipe up to the top of the largest pipe. Unless otherwise stated, the internal diameter shall be four feet. The upper section of the manhole shall be reduced to a smaller diameter opening by use of an eccentric pre-cast cone made expressly for this purpose. On manholes 8 ft. deep and greater the pre-cast section immediately below the cone section shall be one (1) foot in height. The vertical wall of the cone shall be on the downstream side of the manhole, except for pipe 36 inches in diameter or greater where steps will be placed to provide the most 24,000-3 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. suitable access. A minimum of 2 rings and a maximum of four rings of adjustment shall be allowed. All manholes shall be watertight. Pre- cast manhole joints shall be rubber o -ring gasket type. All manhole steps shall be securely and neatly mortared in place. All lifting holes shall be neatly mortared up. Manhole bases may be pre -cast or poured in place. Poured in place bases must be acceptably cured before the manhole sections are placed on the hardened slab. The inverts of all manholes shall be shaped to the half section of equivalent size pipe conforming to the inlet and outlet pipe so as to allow for a free 'uninterrupted flow with all surfaces sloping to the flow line. Manholes may be supplied with preformed inverts and watertight pipe connections for, all lines 15" in diameter or smaller. Preformed inverts will not be allowed where pipe grades are 2 percent or greater unless design grade is built through the manhole. All manholes, catch basin manholes and catch basins shall be constructed in accordance with the detail plates included in the contract documents. Where manhole or catch basin depths are less than 6.5 feet from rim to top of pipe, they shall be built with precast concrete manhole sections and a precast concrete manhole slab with offset opening suitable for street loading. Where manholes are constructed using a precast concrete manhole top slab, the pre -cast section immediately below the slab shall be one (1) foot in height. "Mini -Tee" type precast manhole bottom sections may be used for the installa- tion of all small diameter concrete pipe sewers in lieu of the construction method described above. 24,000.2.x. PRE -CAST SEGMENTAL BLOCK: Eight inch precast segmental radial block may be used for the lower portion of manhole over large diameter pipe and for shallow manholes and catch basins. Concrete used in the manufacture of these blocks shall conform to the requirements of A.S.T.M. "Specifications for Concrete & Masonry Units for Construction of Catch Basins & Manholes ", Serial Designation C -139. The exterior of all block manholes shall be plastered with one -half inch of mortar as per Paragraph 24,000.5.D. 24,000.2.L. CONCRETE MATERIALS: Concrete for monolithic concrete manholes and all manhole bases shall consist of Standard Portland Cement Type_ I, clean washed sand and crushed rock and gravel free from deleterious materials. Portland cement shall conform to A.S.T.M. Specifications, Portland Cement Type I, Standard Serial Designation C -150. Gradation shall be subject to the ap- proval of the Engineer with proper water- cement ratio to obtain a concrete testing not less than 3000 pounds per square inch in 28 days. i ii_ 11 1/88-2400OG Copyright Associates, 24,000.2.M. MORTAR MATERIALS: Mortar used for laying up concrete block or brick manholes or used for plastering lift holes and exteriors of manholes shall consist of Standard Portland Cement Type I, Standard Serial Designation C-150. Lime shall conform to specifications for normal finishing hydrated lime, A.S.T.M. Serial Designation C-6 or specifications for hydraulic hydrated lime for structural purposes, A.S.T.M. Serial Designation C-141. Gradation shall be subject to the approval of the Engineer. 24,000.2.N. ' GRANULAR MATERIALS: Granular materials used for improved pipe foundation, special pipe bedding, or PVC pipe bedding where improved pipe foundation is required shall meet the requirements of Mn/DOT Specification 31493, Coarse Filter Aggregate except that hard, durable crushed carbonate quarry rock may also be used. The material shall have the following crushing requirements. Not less than 50Z of the material, by weight, that is retained on the No. 4 sieve shall have one or more crushed faces. Granular materials used for pipe bedding in rock and for PVC pipe bedding where improved pipe foundation is not required shall meet the requirements of Mn/DOT Specification 3149A, Granular Borrow, except that 100Z, by weight, shall pass the 1" sieve. 24,000.3.A1. Of Materials at Factory: All materials, whether furnished by the Owner or by the Contractor are subject, at the discretion of the Owner, to inspection and approval at the plant of the manufacturer. 24,000.3.A2. of Materials at Delivery Point: During the process of unloading, all pipe and accessories shall be inspected by the Contractor for loss or damage in transit. No shipment of material shall be accepted by the Contractor until or unless notation of any lost or damaged material shall have been made on the bill of lading by the agent of the carrier. 24,000.3.A3. Field Inspection: All pipe and accessories shall be laid, jointed, tested for defects and for infiltration in the manner herein speci- fied as directed by the Engineer and subject to his approval. 24,000.3.A4. Disposition of Defective Material: All material found during the progress of the work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor shall promptly remove from the site of the work such defective material. 24,000.331. Responsibility for Material Furnished by Contractor: The Con- tractor shall be responsible for all material furnished by him and he shall replace at his own expense all such material that is found to be defective in manufacture or that has become damaged after delivery by the manufacturer. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. • 24,000.332. Responsibility for Safe Storage: The Contractor shall be re- sponsible for the safe storage of material furnished by or to him, and ac- cepted by him, and intended for the work, until it has been incorporated in the completed project.. 24,000.3.0. HANDLING PIPE & ACCESSORIES: Pipe and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor; they shall at all times be handled with care to avoid damage. 24,000.3.D. ALIGNMENT & GRADE & UNDERGROUND, SURFACE & OVERHEAD UTILITIES: 24,000.3.D1. General: , All pipe shall be laid and maintained to the required lines and grades; with tees, wyes, catch basins, special structures and man- holes at the required locations; and with joints centered and spigots home. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. 24,000.3.D2. Existing Utilities: Existing water and sever mains, and other underground utilities, are shown on the plans only by general location. The Owner does not guarantee that the utilities are complete or that the locations are as shown on the plans, and the Contractor shall be solely responsible for verifying the exact location of each of these utilities, without additional compensation. Prior to the start of any construction, the Contractor shall notify all utility companies having utilities in the Project Area. The Con- tractor shall have sole responsibility for providing temporary support and for protecting and maintaining all existing utilities in the Project Area during the entire period of construction, including but not limited to the period of excavation, backfill and compaction. In carrying out this responsibility, the Contractor shall exercise particular care, whenever gas mains or other utility lines are crossed, to provide compacted backfill or other stable support for such lines to prevent any detrimental displacement, rupture or other failure. 24,000.3.D3. Deviations Occasioned b Other Utility Structures: Wherever ex- fisting utility structures or branch connections leading to main sewers or to main drains or other conduits, ducts, pipe or structures present obstructions to the grade and alignment of the pipe, they shall be permanently supported, removed, relocated, or reconstructed by the Contractor through cooperation with the owner of the utility, structure or obstruction involved. In those instances where their relocation or reconstruction is impracticable, a devia- tion from the grade will be ordered and the change shall be made in the manner directed with extra compensation allowed therefore at unit prices, if appli- cable. 24,000.3.D4. Deviation with Engineer's Consent: No deviation shall be made from the required line or grade except with the written consent of the Engi- neer. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.3.D5. Subsurface Exploration: It shall be the Contractor's responsi- bility to determine and verify the location of existing pipes, valves or other underground structures as necessary to progress with the work with no addi- tional compensation allowed. The Engineer shall make all known records avail- able. All known utilities are designated on the plans in a general way as stated in Section 24,000.3.D2. 24,000.3.D6. Overhead Utilities & Obstructions: Overhead utilities, poles, etc., shall be protected against damage by the Contractor and if damaged by the Contractor, shall be replaced by him. Should it become necessary during the progress of the work to remove or relocate existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done at no expense,to the Contractor unless otherwise provided for in the "Special Provisions" or "Specific Requirement." It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facility prior to the submission of his bid. 24,000.3.E1. Description: The trench shall be dug to the alignment and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify. The trench shall be so braced (Section 24,000.3.Ell) and drained that workmen may work safely and efficiently therein. All trenches shall be excavated and/or sheeted and braced in accordance with applicable State Regu- lations relating to industrial safety to a safe angle of repose. Such angle of repose shall be no less than that required by the Accident Prevention Divi- sion of the State Industrial Commission or the requirements of the Occupation- al Safety and Health Act (OSHA) whichever is more restrictive. 24,000-7 1/88-240000 Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.3.E3.1. Class C -1 Bedding: Where Class C -1 bedding is specified or allowed with existingi materials, the trench shall have a bottom conforming to the grade to which the pipe is to be laid. The pipe shall be laid upon sound soil, cut true and even so that the barrel of the pipe will have bearing over at least 50 percent of the pipe width for its entire length. Bell holes shall be excavated to insure that the pipe rests for its entire length upon the bot- tom of the trench. When a uniform trench bottom cannot be formed as speci- fied, Class C -2 bedding shall be used. The contractor may, at his option, elect to use a Class C -2 bedding in lieu of Class C -1 bedding, without any additional compensation allowed therefor. 24,000.3.E3.2. Class C -2 Bedding: Where Class C -2 bedding is specified or allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N specifications. The depth of bedding shall be one fourth of the outside diameter of the pipe barrel, but not less than six inches in accordance with the standard detail plates. 24,000.3.E3.3. Class B Bedding: Where Class B bedding is specified or allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N. specifications. The depth of bedding shall be one fourth of the outside dia- meter of the pipe barrel, but not less than six inches, plus one half of the outside diameter of the pipe barrel all in accordance with the standard detail plate. 24,000.3.E3.4. Class A Bedding: Where Class A bedding is specified or allowed, the pipe shall be bedded in the same manner as for Class C -1 bedding except that 2000 psi concrete shall be placed around the pipe from the bottom of the trench to a point one half the outside diameter of the pipe barrel above the bottom of the trench all in accordance with the Standard Detail Plate. 24,000.3.E3.5. PVC Pipe Bedding: All polyvinyl chloride sewer pipe shall be installed and bedded in accordance with ASTM specification D- 2321,. "Recom- mended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe" with granular materials meeting Specification 24,000.2.N. used for all PVC pipe bedding. The granular materials shall be placed from a point 6" be- low the bottom of the pipe to a point 12" above the top of the pipe. Bedding requirements shall include mechanical compaction of sand and gravel material surrounding the pipe to at least ninety -five (95Z) percent of maximum density as described in ASTN Methods D698 to prevent deflection of the pipe cross - section. Payment for such bedding and compaction operations shall be considered incidental to the installation of the sewer pipe. Where existing soils are of non - granular nature, the Contractor shall furnish sand or gravel material for pipe bedding as incidental to the cost of the pipe. 1/88- 24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. The Owner reserves the right to measure deflection of PVC sever pipe 30 days after placement of backfill material in the trench and at any time during the warranty period. Deflections greater than five (5Z) percent of the inside pipe diameter shall be considered failure of the bedding procedure and the Contrac- tor may be required to re-excavate the trench and provide additional compaction along the side Of the sever pipe with no additional compensation for such work. Deflection testing of PVC pipe shall be performed by the contractor with no additional compensation allowed therefor. 24,000.3.E4. Correcting Faulty Grade: Any part of the trench excavated below grade shall be corrected with approved material thoroughly compacted without. additional compensation to the Contractor. 24,000.3.E5. Improved Pipe Foundation: When the bottom of the trench is soft or where in the opinion of the Engineer unsatisfactory foundation conditions exist, the Contractor shall excavate to a depth to insure proper foundation. The excavation shall then be brought up to pipe grade with thoroughly compacted granular materials meeting Specification 24,000.2.N. No payment will be made for rock installed without the knowledge or consent of the Engineer nor will payment be made for rock installed only for devatering purposes. Payment will be made for only the authorized granular foundation material placed under the pipe. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notifi- cation of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. 24,000.3.E6. Pipe Clearance in Rock: Ledge rock, boulders and large stones shall be removed to provide a clearance of at least 6 inches below the outside barrel of the pipe and to a clear width of 6 inches on each side of all pipe and appurtenances for pipe 15 inches or less in diameter; for pipes larger than 15 inches, a clearance of 6 inches below and a clear width of 9 inches on each side of outside diameter of pipe shall be provided. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. 1/88-2400OG Copyright 1•88 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.3.E8. Solid Rock Excavation Defined: Solid rock excavation shall in- clude such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal. Under this classification shall be included the removal of any concrete or masonry structures (except concrete pavement, curb, gutter and sidewalk) or boulders exceeding one -half (1/2) cubic yard in volume that may be encountered in the work. 24,000.3.E9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor has notified the Engineer of the necessity to do so, such notification shall in no-manner relieve the Contractor of the hazards and lia- bility contingent in blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the Contrac- tor at his expense. The Contractor's methods of procedure relative to blast- ing shall conform to local and state laws and municipal ordinances. 24,000.3.E10. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches at each joint to permit the jointing to be made properly. 24,000.3.Ell. Braced & Sheeted Trenches: The Contractor shall adequately brace and sheet excavations wherever necessary to prevent caving or damage to nearby property. The cost of this temporary sheeting and bracing, unless pro- vided for otherwise, shall be considered as part of the excavation costs with- out additional compensation to the Contractor. Trench sheeting or bracing shall remain in place until the pipe has been laid, tested for defects and re- paired if necessary, and the earth around it compacted to a depth of one foot over the top of the pipe. Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench be- low a distance of one foot above the top of the pipe) shall not be removed without the written permission or written order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the unit price bid. The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition to that ordered left in place by the Engineer necessary to prevent injury or damage to persons, corporations, or property, whether public or private, for which the Contractor under the terms of this contract is liable. 24,000.3.E12. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 24,000.3.E13. Maintenai will be permitted to use own expense erect and Contractor shall at his lights and barricades damage. ice of Traffic: When traffic cannot be diverted, it the highway at all times. the Contractor shall at his maintain warning signs and warning barricades. The own expense, place and maintain acceptable warning to protect persons from injury and to avoid property PZIP 1/88- 24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-11 1/88-24000G Copyright 1988 Bonestroo, Reserve, Anderlik & Associates, Inc. 24,000.3.E21. Bell Ends to Face Direction of �, Pipe laying shall pro- ceed upgrade with — spigot ends pointing in the direction of flow. 24,000.3.E22. Railroad & Highway Crossing,- When any railroad or highway is crossed, all precautionary construction measures required by the railroad or highway shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 24,000.3.E23. Unsuitable conditions for Laying Pipe- No pipe shall be laid in water or when the trench conditions are unsuitable for such work. After joints are made, any superfluous material inside the pipe shall be re- moved by means of an approved follower or scraper. All joints must be water- tight, and any leaks or defects discovered must be immediately repaired. Any pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly relaid as directed by the Engineer. Joints connecting cast iron pipe with concrete or clay pipes shall be made with a concrete collar completely surrounding the joint or approved adapter. Where a sewer line outlets to grade or where the line is terminated with a flared end section, the Contractor shall fasten at least the last three (3) joints together by the use of "U" bolt fasteners approved and as recommended by the pipe manufacturers. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.4-C. RECORDS a LOCATION OF SERVICE CONNECTIONS. It shall be the duty of the Contractor to keep an accurate record of service connections, as to lo- cation, depth to top of riser, type of connection provided, etc. Location shall be made in respect to nearest manhole center, downgrade from the ser- vice. This record shall be turned over to the Engineer at the end of each w , eek. 24,000.5.A. GENERAL: All reference to manholes shall apply equally to catch basin structures in this section of the specifications. 24,000.5.B. EXCAVATION: Excavation shall be to a depth and size to provide for construction of the manholes and catch basins as shown in detail on the plans. 24,000.5.C. CONCRETE BASE: Concrete base for manhole construction shall be of size and depth as shown on the plans. Concrete used for this purpose shall consist of one part Portland cement, two parts of clean sharp sand and four parts of graded coarse aggregate. Material used for this purpose shall be subject to the approval of the Engineer. Base shall be poured on undisturbed earth prior to setting the precast manhole sections. Precast concrete manhole bases shall be considered equal. 24,000-5.D. WALLS: Material to be used in the walls of manholes shall be as specified in Section 24,000.2. All external surfaces of concrete block man- holes if permitted shall be plastered with a 1/2 inch coat of Portland cement mortar. Mortar shall contain one part of cement to three parts of suitable plaster sand. Lime or mortar mix shall be used in amount necessary to make a suitable mixture for plastering purposes, but not to exceed 15Z by volume of cement. Mortar used for laying concrete block shall consist of one part Port- land cement to two parts of sand to which lime or mortar mix may be added not to exceed fifteen percent (15Z) by volume of cement. 24,000.5.E. MANHOLE STEPS: Manhole steps shall be of the type as specified in Section 24,000.2.J. Spacing shall be as shown on the detailed manhole plans, but not greater than 16 inches in vertical alignment. 24,000.5.F. PLACING MANHOLE RINGS a COVERS: The frame or ring casting shall be set to the designation elevation in a full mortar bed. 24,000.5.G. PLACING CATCH BASIN FRAMES & COVERS: Where catch basins are to be placed to final grade and.castings are to be installed in curbing, then the casting and all adjusting rings shall be encased in concrete at least 4 inches in thickness. Where curb and street work is to be done under separate contract the casting frame shall be set in mortar only. 24,000.5.H. DROP MANHOLE INLETS: Encased drop inlets shall be constructed as required on the plans and in accordance with the standard Drop Inlet Detail Plate. 1/88-24000G 24,000-13 Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.6. BACKFILLING, CLEANING UP & MAINTAINING SURFACES: 24,000.6.A. BACKFILLING PROCEDURE AT PIPE ZONE: All trenches and excavations shall be backfilled immediately after pipe is laid therein. For backfill up to a level of one foot over the top of the pipe, only selected materials free from rock, boulders, debris or other high void content substances, shall be used. The backfilling shall be placed completely under the pipe haunches in uniform layers not exceeding 4 inches in depth. Each layer shall be placed, then carefully and uniformly tamped to eliminate the possibility of lateral displacement and to provide uniform support completely under the pipe haunches. The backfill material shall be moistened if necessary, tamped in 4 inch layers and thoroughly compacted under and on each side of the pipe to provide solid backing against the external surface of the pipe. The installation and backfilling of polyvinyl chloride pipe shall be in accor- dance with A.S.T.M. D-2321 with special attention given to compacting the backfill material around the pipe to at least 95 percent of maximum density to a distance of one foot above the top of the pipe. 24,000.6.B. BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type "a") Procedure where settlement is allowable. Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen mate- rials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be accomplished above the pipe zone by any mechanical means or otherwise, at the option of the Contrac- tor. Surface shall be maintained in passable condition for traffic until date of final inspection. Backfilling under exposed existing utilities shall be compacted to prevent settlement and any future displacement. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,OOO.6.E. PROCEDURE WHERE NO SETTLEMENT IS ALLOWABLE: (Type "d ") Succeed- ing layers of backfill shall be made of selected materials meeting require- ments as set forth in the "Specific Requirements." This type of backfilling shall be placed in uniform layers, before compaction, of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. 24,OOO.6.F. DENSITY TESTS: Density tests will be performed by an approved soils testing firm at various locations and depths throughout the project as directed by the Engineer. The Contractor shall cooperate fully and provide assistance as necessary to complete these tests with no additional compensa- tion being made to the Contractor. All testing costs pertaining to passing tests shall be paid for by the Owner. All testing costs pertaining to failing tests will be charged to and paid for by the contractor. Where areas have not been compacted sufficiently to meet specific density re- quirements, these areas shall be excavated and recompacted until the density requirements are met. All cost for the work associated with recompaction shall be the Contractor's sole responsibility. 24,O0O.6.G. DEFICIENCY OF BACKFILL, BY WHOM SUPPLIED: Any deficiency in the quantity of material for backfilling the trenches, or for filling depressions caused by settlement, shall be supplied by the Contractor with no extra com- pensation allowed. Any settlement which occurs shall be refilled by the Con- tractor. Material shall be provided at the Contractor's expense and the mate- rial shall be approved by the Engineer. 24,OOO.6.H. DISPOSAL OF EXCESS MATERIALS AND DEBRIS: Unless otherwise speci- fied, excavated material either not suitable or not required for fill material shall be disposed of by the Contractor outside of the right -of -way at his ex- pense in any manner he may elect subject to the provisions of the following paragraph. Before dumping such materials or debris on a private or public land, the Con- tractor must obtain from the Owner of such land written permission for such dumping and a waiver of all claims against the Owner for any damage to such land which may result therefrom together with all permits required by law for such dumping. A copy of such permission, waiver of claims and permit shall be filed with the Engineer before said disposal is made. 24,000.6.1. RESTORATION OF SURFACE: All surfaces disturbed during the con- struction period, whether caused by actual excavation, deposition of excavated material, or by the construction equipment, shall be returned to its original conditions or better. Exceptions to the above, if any, or special instruc- tions pertaining to any particular section of the project will be outlined in the "Special Provisions." 1/88-24 C opyr igh t w i : R , . f. • Ro sene, Ass �r 24,000.6.J. CLEANING UP: Surplus pipe line material, tools and temporary structures shall be removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from excavations shall be hauled to a dump provided by the Contractor and the construction site shall be left to the sat- isfaction of the Engineer. Clean up and restoration shall include the replacement and restoration of all street signs, mailboxes, posts, fences and similar items disturbed by the con- struction described herein. Unless otherwise noted in the Special Provisions or Proposal all items of clean-up and restorations shall be considered inci- dental to the contract with no additional compensation allowed. 24,000.7. TESTING PIPE LINES 24,000.7.A. INFILTRATION IN ' SEWERS: Upon completion of the sever construc- tion, leakage tests shall be made to determine the amount of ground water in- filtration into the severs. Measurements will be made by means of 90 V-notch weirs placed in the lines. Measurements shall be taken at all points where, in the opinion of the Engineer, the flow of water in the severs is greater than the maximum allowable leakage. Tests may be taken between individual manholes and the infiltration in any given line shall not exceed the specified maximum allowable rate. The maximum allowable rate of leakage shall not exceed 100 gallons per mile per inch diameter of pipe per day. The Contractor shall furnish the weirs and other material and the labor for placing the weirs in the severs and shall assist the Engineer in making the measurements. The Contractor shall receive no additional compensation for making the leakage tests or corrective work necessary to reduce leakage below the maximum allowed by the specifications. 24,000.8.A. TRENCH EXCAVATION: Trench excavation will be measured in linear feet of trench according to the zone classifications specified as follows: From 0' to 8 from 8' to 10 and in two foot increments thereafter, which are based on the total depth of the trench to the designated grade of the pipe invert. No deduction in depth will be made for rock encountered in the trench above the designated grade. Measurement will be made along the centerline of the sewer and from center to center of all manholes, catch basins or junction fittings. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.8.B. ' SOLID ROCK EXCAVATION: trench, such rock excavation shall be me shall be measured from the top of outside barrel of pipe and twelve inches pipe. The minimum trench width of inches. For measurement purposes volume walls for the width specified above. If solid rock is encountered in the asured by volume in cubic yards and the rock to a point t six inches below ' the from each side of inside diameter of the solid rock excavation shall be 36 will be computed based on vertical 24,000.8.0. ' SEWER PIPE WITH BEDDING: Sever pipe of each diameter and classi- fication furnished and installed with associated pipe bedding will be measured separately by length in linear feet. Measurement will be made ' along the cen- terline of the sever and from center to center of all manholes, catch basins or junction fittings. Where bends, tee manholes, flared end sections or other special shapes are in- stalled, the length of pipe replaced by these structures shall be deducted from the distance from center of manhole to center of manhole for pay purposes. The special structures will be paid for as separate bid items. 24,000.8.D. SERVICE CONNECTION: Wyes and tee branches of each diameter and classification furnished and installed will be measured as a unit. 24,000.8.E. ' SERVICE RISER PIPE: Sever pipe used for service risers of each diameter and classification furnished and installed will be measured separate- ly by vertical length in linear feet from the centerline of the sever to the top of the last riser section. 24,000.8.F. CONSTRUCTING MANHOLES: Manholes will be measured by depth of the structure from the invert of the pipe to the top of the cover in linear feet, based on the dimensions as staked by the Engineer. 24,000.8.G. CONSTRUCTING CATCH BASINS: Catch basins will be measured by the number of catch basins completed as to shape, size, and depth according to the plans. 24,000.8.H. IMPROVED PIPE FOUNDATION: Granular materials placed for improving 7 pipe foundation below the specified pipe bedding shall be measured by the lineal foot of pipe placed with improved foundation in six inch depth increments of granular material placed. As an example, if two feet of granular material is required for improved pipe foundation under a 12" pipe installed with C-2 bedding; six inches of material is required for Class C-2 bedding and improved pipe foundation shall be measured as three lineal feet, six inches deep. 24,000.8.J. DROP INLETS: Drop inlets will be measured by depth from the low- est invert of the manhole to the invert of the pipe being served by the drop inlet. 24,000-17 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.8.K. SPECIAL STRUCTURES & APPURTENANCES: Methods of measurement for special structures and appurtenances not included above shall be as stated in the "Special Provisions," "Specific Requirements," and."Proposal." P.4,000.9. BASIS OF PAYMENT-- 24,000.9.A. TRENCH EXCAVATION & BACKFILL: Regardless of the width excavated, sewer pipe furnished and installed with bedding will be paid for at the Contract Unit Price per linear foot of pipe falling within each of the following depth zones as measured from the profile grade: From 0 to 8', from 8 to lot, and two foot increments thereafter. Excavation and backfilling of trench and associated pipe bedding shall be included in the price of sewer pipe furnished and installed. 24,000.9.B. SOLID ROCK EXCAVATION: Solid rock excavation will be paid for at the Contract Unit Price per cubic yard. 24,000.9-C. SEWER PIPE WITH BEDDING IN PLACE: Sewer pipe in each diameter and classification� — furnished and installed will be paid for at the Contract Price per linear foot which shall include payment for trench excavation and backfilling and associated pipe bedding. 24,000.9.D. DUCTILE IRON PIPE: Ductile iron pipe will be paid for at the Contract Unit Price per linear foot for each type and diameter of, pipe fur- nished which shall include payment for trench excavation and backfill. 24,000.9.E. WYE BRANCHES: Wye branches will be paid for at the Contract Unit Price for each ­ unit furnished and installed of the size specified on the Pro- posal. 24,000.9.F. SERVICE RISER PIPE: Service riser pipe will be paid for at the Contract Unit Fr per linear — foot for the vertical distance from the center- line of the sewer to the top of riser. Concrete reinforcement of the main sewer and riser pipe as described in Section 24,000.4.B. shall be considered as incidental and will not constitute a pay item. 24,000.9.G. CONSTRUCTING MANHOLES TO DEPTH OF EIGHT FEET: Constructing of manholes to a depth of eight (8) feet will be paid for at the Contract Unit Price per manhole which shall include furnishing and placing the manhole frame and cover. This section also applies to all catch basin manholes and catch basins. 24,000.9.H. CONSTRUCTING MANHOLES TO A DEPTH GREATER THAN EIGHT FEET: Con- structing of manholes to a depth greater than eight (8) feet will be paid for at the Contract Unit Price per manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet. This section also applies to all catch basin manholes and catch basins. 24,000-18 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.9.1. CONSTRUCTING CATCH BASINS: Constructing catch basins as shown on the plans will be paid for at the Contract Unit Price per catch basin which shall include furnishing and placing the catch basin frame and grating. 24,000.9-J. IMPROVED PIPE FOUNDATION: Authorized granular materials for improving pipe foundation in place shall be paid for at the Contract Unit Price per lineal foot for each six inch layer placed below pipe bedding. 24,000.9.K. SAND CUSHION: Granular material for a sand cushion in place in rock excavation shall be paid for at the Contract Unit Price per ton. 24,000.9.L. DROP INLET PIPE: Drop inlets in place shall be paid for at the Contract Unit Price per linear foot which shall be payment in full for the ex- tended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sever pipe from center to center of all manholes as per Section 24,000.8.C. when cast iron pipe is extended for drop inlets. 24,000.9.M. SPECIAL STRUCTURES & APPURTENANCES: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions," "Specific Requirement," and "Proposal". 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. ROMMOMIM Manhole steps shall be placed so that off -set vertical portion of cone Is facing downstream — m r F low v: Slope iii G rout Grout bottom of monhole to 1/2 diameter at pipe and slope grout 2 " toward invert. PLAN Neenah frame and cover, or equal. > with 2 concealed pick holes. See Specification for costing number. 'f- Minimurn of 2, maximum of 3 Concrete adjustment rings allowed. All joints in manhole to have "O"ring A rubber gaskets. Manhole steps, Neenah R1981i 0 or equal, 15 " a. c. Aluminum steps approved. Where sewer runs straight through a standard manhole, the pipe shall be continuous The top 1/2 of the pipe shall be broken out after 0 completion. Minimum slab thickness 6" for 14' depth Increase thickness I" for each 4' at depth greater than 14, and reinforce with G"x 6" 10/10 mesh. 1 Ma Pipe shall be cut out flush with inside face of wall. Compact to top of pipe,tofirst joint. Note; Kor-n-seol manhole or equal considered acceptable alternate Bonestroo, Rosene. Anderlik a Assoc., Inc. Consulting Engineers St, Paul, Minnesota STANDARD DETAILS Jan. t980 SANITARY SEWER MANHOLE 1 1-1 1 Manhole steps whoU be placed so that off- set vertical portion of cone is facing dowmstrwom, for all lines up to 36" diameter. ~P|ooe steps on right hand aide Grout bottom of rwnhole to 1/2 diameter of pipe and slope grout 2" toward invert. B l::i - _ WE | Anderlik & Assoc., Inc. Consulting Engineers St. Paul, Minnesota natftift-mnmm� MINOR �Wl I I B - � � 6 It Bonestroo, R & osene Anderlik Assoc., Inc. Consulting Engineers St Paul, Minnesota I SECTION Not to scale z , zz2 Use opening in 4 M.H. section to 24" dia. 8" precast segmental concrete block. to be used with 24" dia. or larger Minimum slab thickness, 6" for 14" dept Increase thickness I" for each 4' of depth greater than 14% and reinforce with 6"x 6" , 10 / 10 mesh. Revisions Plate No. STANDARD DETAILS Aug. 74 JUNCTION MANHOLE Jan. 79 1-9 . S IORM St ER Jan 80 ill be placed et vertical portion :ing downstream. 3nhole to pipe and slope invert. Neenah frame and cover, or equal. with 2 canceled pick holes. see specs. for costing number, All joints in manhole • have "0" ring rubber gaskets, Pipe shall be cut out flush with inside face of wall. It 5 to 4'- 0 — ----------- i. 0" max. Slope 2"/ft, D/2 - � � 6 It Bonestroo, R & osene Anderlik Assoc., Inc. Consulting Engineers St Paul, Minnesota I SECTION Not to scale z , zz2 Use opening in 4 M.H. section to 24" dia. 8" precast segmental concrete block. to be used with 24" dia. or larger Minimum slab thickness, 6" for 14" dept Increase thickness I" for each 4' of depth greater than 14% and reinforce with 6"x 6" , 10 / 10 mesh. Revisions Plate No. STANDARD DETAILS Aug. 74 JUNCTION MANHOLE Jan. 79 1-9 . S IORM St ER Jan 80 ill be placed et vertical portion :ing downstream. 3nhole to pipe and slope invert. Neenah frame and cover, or equal. with 2 canceled pick holes. see specs. for costing number, All joints in manhole • have "0" ring rubber gaskets, Pipe shall be cut out flush with inside face of wall. I - �w MUM m m DET Andorilk, Assoc. STORM SEWER Aqg. 1974 Consulting Enginem JVNCTION MANHOLE WITH REINFORCED Jan. 1980 St. Paul. minn" 11 ?. ; im 27" round 0 opening for R3250-A costing, or equal. Dimension from back of curb to center of pipe, 6'dia.MH=2"bk., Catch basin casting, Neenah R3250-A, or equal. concrete adjustment rings. 6" precast reinforced concrete slab All joints in manhole to hove "d' ring rubber gaskets. �� Manhole steps ~ . ^ O.C. R-198|J or equal aluminum steps approved. 8�'prooasf segmental concrete block to the top at the pipe, fon manholes with pipe diameter over 24" p|osfar exterior. Use opening in 4! manhole section to 24" diameter. Min. slab th'ickn.ess, d' far 14"depth. Increase I"for each 4' of d-epth greater than 14' and reinforce with 6�'x 6;' {OylO mesh, Consulting Engineers St. Paul, Minnesota Grout bottom STANDARD DETAILS TYPE -T Revisions Plate No. Jon. 1980 Nov. 1983 1 1-15 2 slab opening for Neenah R3•67 or equal Dimension from back of curb to center of pip Anderlik 4' Diu. MH — 9 from Back of Curb 5 Dia. MH — 5' in from Back of Curb 6' Diu. MH — 5* behind Back of Curb 7' Dia. MH — 9" behind Back of Curb 8' Dic. MH — 15" behind Bock of Curb Rleench R3067 costing or equal with type D or Vane Grate. Minimum of 2 maximum of 5 concrete adjustment rings with full bed of mortar between each and a 4� collar on the outside. 7 4 4 precast reinforced concrete sIaLr! Manhole steps, Neenah R1981J or equal, IT o.c., Aluminum steps approved. Er Precast segmental concrete block to top of the pipe shall be used when size and depth prohibit the fabrication of precast units. Minimum slab thickness. 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with TxT 10/10 mesh. 3I&ND-ARD--QE-A1.0 TYPE 11 CATCHBASIN MANHOLE rr i F""Last Revisio Mar. 1•90 U= 1-16.DWG PLAN Bonestro„pia ■ Rosene Anderlik Associates Engineer* & Architects St. Paul, Minnosota 3I&ND-ARD--QE-A1.0 TYPE 11 CATCHBASIN MANHOLE rr i F""Last Revisio Mar. 1•90 U= 1-16.DWG PLAN n 9 Grate to be 2!' below gutter grade. Slope gutter 5' each side of catchbosin Match existing curb both Side I or future concrete curb 0 Catch basin frame and grate Neenah R3250A or equal. Minimum of 2. maximum of 3 adjusting rings allowed 27" ffi Reinforced prqpost cone section or 8 segmental concrete block 3 U , rout .7 ID S4" Bonestroo, Rosene, Anderlik a Assoc., Ina Consulting Engineers St. Paul, Minnesota STA"ARD DETAILJ TYPE I CATCHBASIN Revisions Plate No. Aug, 74 1-18 ---------- M Back of curb c® : 0 Direction of flow Van , -WAd "40v p I p NOTE; Right hand grate shown Catchbosin costinq: Neenah R3067 or equal with DR.or D 3"radius curb box Max. of 3 concrete adjustment rings allowed. Q= (-L 4 Bonestroo , Rosene, Anderlik Ek Assoc. Consulting Engineers St. Poul,Minn. STANDARD DETAILS TY1 PE —U CATCH Sid C 01 Revisionsom' Jan. 1981 if -4" x 36" Precast a. 5t1 3"of Grout 4 Z— Q= (-L 4 Bonestroo , Rosene, Anderlik Ek Assoc. Consulting Engineers St. Poul,Minn. STANDARD DETAILS TY1 PE —U CATCH Sid C 01 Revisionsom' Jan. 1981 if Mw LOAD FACTOR 1.5 CLASS G CLASS C-2 HAND SHAPED FROM HAND SHAPED FROM FIRM UNDISTURBED ANGULAR BEDDING SOI L MATERIAL Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. Anderlik a Assoc. Inc, JAN. 1986 Consulting Engineers BEDDING METHODS 1-25 St. Paul, Minnesota FOR P, VCS a DIP Compacted Compacted Packfill Backfill 0.5 Bc 0. 5 Bc IT� -[Bc but L— —j not Ie;1 than 6" 2000 Concrete Coarse Filter Aggregate (Mn DOT Spec, 3149H Modified) CLASS 8 CLASS A HAND SHAPED FROM CONCRETE BACKFILL ANGULAR BEDDING TO 0.5 OF OUTSIDE MATERIAL DIAMETER WITH SHAPED BEDDING Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. Anderlik a Assoc. Inc, JAN. 1986 Consulting Engineers BEDDING METHODS 1-25 St. Paul, Minnesota FOR P, VCS a DIP V Bc Backfill 8 Bedding ����� /� // �� Variable !Type of Beddin b at Pay Depth I ncrements Foundation : 0 d Varia 6" (Typical) 0 0 Coarse Filter Bc' Denotes outside Aggregate diameter of Pipe (Mn DOT Spec. 3149H Barrel Modified) Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. Anderlik Eh Assoc. Inc. JAN. 1986 Consulting Engineers IMPROVED FOUNDATION 1-25A St. Paul, Minnesota FOR RCP, VCP a DIP � • =1111111 :•� 11 12 1# Granular Borrow (MnD• T Spec. 3149A, Modified) N. Minimum Bc + 12 „ PIPE FOUNDATION a BEDDING IN GOOD SOILS Zmr :.!Z 0 Bc 12 C Bedding 6 Pay Depth Foundation d Increments 6 (Typical) 4b, I Varlabfe % It ` Coarse Filter Bc" Denotes outside Minimum = 2d + Bc +1 2' Aggregate diameter of Pipe (Mn. DOT Spec. 3149H Barrel Modified) PIPE FOUNDATION a BEDDING IN POOR SOILS Bonestroo, , Rosene, Anderlik 8 Assoc. Inc. Consulting Engineers St. Poul, Minnesota STANDARD DETAILS lf'r-'VC PIPE FOUNDATION a BEDDING METHODS Revisions I Plate No. I . .= > 11 to be 4"x 4" thrust - block X 6" vertical block [li F I 161� �*_W 0MRIMMMIRT A NOTES: Anti—corrosive coating required on all bolts. Minimun cover as directed by Engineer. MwNff m1w.1 Compacted Granular Backfill Undisturbed Earth Er Conc. block O Bonestroo Rosene Anderlik & Associates Engineers & Architects St. Paul, Minnesota REMIMM • �m row-M INS M.: Ift.-Val ra m... [li F I 161� �*_W 0MRIMMMIRT A NOTES: Anti—corrosive coating required on all bolts. Minimun cover as directed by Engineer. MwNff m1w.1 Compacted Granular Backfill Undisturbed Earth Er Conc. block O Bonestroo Rosene Anderlik & Associates Engineers & Architects St. Paul, Minnesota WATER MAIN WET TAIi 'Lost Revision. April 1991 Plate No. 2-10 2-10.DWG %.fVf1.11 #111UOL UfVkN111%j I Concrete Block Support Revisions Bonestroo, Rosene, STANDARD DETAILS Feb 64 Anderlik a Asso., Inc Consulting Engineers SEWER AND WATER SERVICE Apr.73 Aug. 74 St. Paul, Minnesota CONNECTIONS Variable, (See Plan Variable, (See Plan) 4,4 Wood Fence Post 4 above grade Curb Stop 8 Box J —1W 2 x2 Marker plug to end of sower plug so C Wo ter Service, Type 'Y' Copper B 6" of copper with primpted C .9 a2 - a I I I t Corporation Stop > > Water Main Sanitary Sewer Curved Segmental Manhole Block for Gooseneck Support Sewer Service, 4" Cost Iron Soil Pipe. Slope, 1/4" per Ft. I Concrete Block Support Revisions Bonestroo, Rosene, STANDARD DETAILS Feb 64 Anderlik a Asso., Inc Consulting Engineers SEWER AND WATER SERVICE Apr.73 Aug. 74 St. Paul, Minnesota CONNECTIONS 6 11 Distance to C variable 1&'r cn� - 3 r 1/2"r slo e 3/4" er. 18 1/ 2" r s 0 - 3/4 r j 0 12 12 TYPE "A" STANDARD SECTION M.H.D. B618 C"ONCRETE CURB a GUTTER " C " 1/2 "r TYPE STANDARD SECTION SURMOUNTABLE CONCRETE CURB a GUTTER std r r Distance to _ variable (a 6" /-Bituminous surface Co Gravel base TYPE " D" STANDARD SECTION B6 CONCRETE CURB TypeXor Typ�'B" Curb 1/2"r r 3 r 1/2" r TYPE - A B, C I slope 3A per fit. STANDARD SECTION DRIVEWAY 10 16q'-'T e_TypoP_ _ , Ape A2 " l - r -­ 12 -Type C Bonestroo, Rosene, Anderlik & Assoc, I Consulting Engineers St. Paul, Minnesat] STANDARD DETAILS CONCRETE CURB R GUTTER Revisions I Plate No. 5w MIMI Type A,B,C or D t k# concrete curb & gutter 4 - 0 —4"Conc. walk See plate 4 -1 t- s e I per. lop 2 > ' Bonestroo , Rosene , An•• rlik a Assoc., Inc. Consulting Engineers St. Paul, Minnesota Revisions I Plate No. conc. curb A rJ4 8618 conc. curb a gutter. 00 e ,r•�' '' fie/ - MA Bonestroo Rosene K Revisions — SPECIAL DETAILS Anderlik and Assoc. Inc. 2-19-82 JK4 Consulting Engineers 13616 CURB 8k GUTTER St. Paul, Minn. CONSTRUCTION AT CATCH BASIN I= Catchbosin casting, Neenah R-3067 • equal, 3" radius curb box z ME M • Max. 3 ,onc. adjustment rings. No. 3 rebar (to extend 12' beyond each side of casting) Embedded in Cant Collor and curb. Conc. Collor to encase casting and rings, Conc. curb mix shall be used for conc. colic,--. Conc. or metal shims shall be used to level casting. Bonestroo . Rosene, Anderlik a Assoc.. Inc Consulting Engineers St. Paul, Minnesota SPECIAL DETAILS CONCRETE ENCASED CASTING ON TYPE I CATC MANHOLE - ;���isions Plate No. Apr. 1985 SP-59 Catchbasin castini� Neenah R-3067 or equal. 3' r curb box IMCIM!, Min. 2, Max. 3 Conc. adjustme rings. 1 Bonestroo, Rosene, Anderlik 8k Assoc., Inc. Consulting Engineers St Paul, Minnesota PAr ' WAA L :1 SECTION R ® SPECIAL DETAILS CONCRETE ENCASED CASTING ON TYPE 31 CATCHBASIN No. 3 re bar (to extend 12" beyond each side of casting) Embedded in conc. collar and curb. Conc. collar toencase casting and rings. Conc. curb mix shall be used for conc, collar. Grout shall be placed inside,betwe" and outside of conc. adjustment rings. Conc. or metal shims shall be used to level casting. A 1 e l A N 27 n� 5 6 - 0$ J -- r - 6 ,. 10 Bonestroo, Rosen?, Anderlik & Assoc. Inc. Consulting Engineers St. P- , Minnesc Not ° , rcie Neenah frame and cover, or equal. with 2 concealed pick holes. See specification for costing number. Concrete adjusting rings, min of 2 max. of 3 reed. ' Manhole steps. Nenrc� R1981J or equal —� 15 "o.c. Aluminum steps approved 6 Precast reinforced concrgte manhole slob. 4# 4 bars at 5 o.c.,each way. 2 -##4 bars all sides of opening. 8" Precast reinforced corc,ei- manhole slab. 5 bars at 6 "o.c, sc. wy. 2- '4 bars all sides of opening All joints in manhole to hcve 0 ring rubber gaskets Minimum slab thickness 6" for 14 depth. Increase thickness I" for each 4' of depth greater Char, 14' and reinforce with 10 / l0 mesh P`rn "a; be cut out flush ftwp O f wall Compact to top of pipe, to first ont. Note: Kor-n-seol m •. a: t DET SPECIAL MANHOLE WITH REINFORCED CENTER i A Manhole steps shall be placed so that Of" —CPt uoriinnl —ef; ,.. mm 1 C.Y. Crushed rock covered with polyethylene Note: Mark both curb boxes with steel channel posts. Drain Valve with Aggregate Drain New Hope, Minnesota 49th Avenue Nort,� 34—SP 199 9 July 1991 COMM. 34126 January 1, 1977 MINNESOTA TRAFFIC ENGINEERING MANUAL 1=± 1.5' MINIMUM UNPAINTED DISTANCE MIN. 11 Painted areas to be centered on center line and lane lines. 2.) Transverse lines are optional. 3.) Zebra crosswalks are to be installed only by order of the District Traffic Engineer. 4.) Zebra crosswalks generally require: reflectorized white materials 5.) A minimum of 1.5 ft. clear distance must be left adjacent to curb. If last painted area fails into this distance it must be omitted. 6.) On two lane streets, use spacing shown for an 11 ft. inside lane. January 1, 1977 (W) (S) WIDTH OF WIDTH OF WIDTH OF INSIDE LANE PAINTED AREA SPACE 9 1 2.0' 2.5' 10 2.5' 2.5' ill 2.5' 3.0' 12' 3.0' 3.0' 13' 3.0' I 3.5' I 11 Painted areas to be centered on center line and lane lines. 2.) Transverse lines are optional. 3.) Zebra crosswalks are to be installed only by order of the District Traffic Engineer. 4.) Zebra crosswalks generally require: reflectorized white materials 5.) A minimum of 1.5 ft. clear distance must be left adjacent to curb. If last painted area fails into this distance it must be omitted. 6.) On two lane streets, use spacing shown for an 11 ft. inside lane. January 1, 1977 ALLIED TEST DRILLING COMPANY 4000 BEAU D'RUE DRIVE EAGAN, MN 55122 Exploration - Evaluation - Foundation Engineering (612) 452 -6913 MAY 23, 1991 GRAVEL ATTN: MR. PHIL BONESTROO ROSENE AND d ASSOCIATES PAUL, 2335 WEST HIGHWAY 36 SUBGRADE SOIL INVESTIGATION NORTH 49TH AVENUE BETWEEN STATE HIGHWAY 169 AND BOONE AVENUE NORTH CITY OF NEW HOPE, RAMSEY COUNTY, MINNESOTA r. s• . r r + r *. IF YOU HAVE ANY QUESTIONS ON THIS OR ANY OTHER MATTER, OR IF WE CAN BE OF FURTHER SERVICE TO YOU IN ANY ADDITIONAL CAPACITY, D* NOT HESITATE TO CONTACT US AT YOUR SINCERELY, ALLIEP TEST D LLING COMPANY GORDON Jo KOPACEK, P.E. PRESIDENT Geotechnical Services ALLIED TEST DRILLING COMPANY Commercial, Residential 4000 Beau D'Rue Drive, Eagan, MIN 55122 (612) 452-6913 Municipal, DHUD SUBSURFACE SOIL INVESTIGATION FOR 49TH AVENUE NORTH BETWEEN T.H. NO. 169 AND BOONE AVENUE NORTH CITY OF NEW HOPE, RAMSEY COUNTY, MINNESOTA This report summarizes the findings of a subgrade soil investigation completed by Allied Test Drng company for t roadway improvements on 49th Avenue North, in the City of New Hope, Ramsey County, Minnesota. Said work was performed through Phil Gravel, of Bonestroo Rosene Anderlik & Associate for the City of New Hope hereafter referred to as the "Owner"] At the time of this investigation the roadway was asphalt over a gravel base construction® The proposed design capacity for the roadway will be a 9 Ton design® FIELD INVESTIGATION The borings were accomplished using the Power Flight Auge (FA) method of investigation. Refer to the attachment (col4 r coded blue) for a description of this boring procedure. I Attached are logs for each of the borings together with a key explaining terms and entries. The depth of individual layers • soil may vary somewhat from those indicated on the logs due to the inexact nature of auger sampling and the occurrence of transition between soil layers. Also attached are reports from ITCO indicating gradation and liquid and plastic limit determinations of the soil taken from the following location: Boring Depth Visual soil AASHTO R-VALUE No® class soil class ------ ----------------- ---------------- ---------- - - -- - -- 5 1' to 6 1/2' sandy clay loam A-6 12 The determination of the stabilometer R-values is based on the AASHTO soil classifications, as well as the gradation and ztterberg limits of the soils. These values can be used with confidence. The borings were put down on May 16, 1991, and water levels read the same day. The holes were then backfilled. Ground water was not encountered in any of the borings. This was evidenced by a lack of standing water in the bore hole and no high or wet cave- ins. Most recovered soil samples were of normal moisture content based on visual observations. 49TH AVENUE NORTH -3- It is once again emphasized, as explained in the attachment, that water levels may vary according to many climatological and meteoro-logical factors which are beyond the scope of this investigation. water level readings apply for the time of testing only. In general, the borings indicated that the roadway has been constructed with mainly a sandy clay loam, for subgrade material, with more sandy materials noted below. In general, the borings indicate that sandy clay loam soils are the predominate soil types at the depths of most influence for roadway design. 11 LWIF.W.W5 Nillyark W . • � LIMITATIONS OF INVESTIGATION Groundwater levels will vary seasonall�'y and daily depending on weather conditions, therefore, the stat measurements are indicative of the levels at the time of rmasurement only. Predictions of future groundwater levels ara beyond the scope of this investigation. The scope of this report is limited �w ' to establishment of soil profiles together with only those expressly made. The site investigated is not w"ith respect to any requirements such as building codes, loc�i� state ordinances, federal rules and regulations, etc., which rriay or may not be applicable. All ied Test Dr i 11 i ng Company has I ed and compacted al boring holes as well as possible under vh2 existing conditions. However, some continuing settlement may o�,Icur if construction does not take place in the near future. The should check boring holes and provide additional backfill as Samples of soil from the borings will be retained in the office • Allied Test Drilling Company F, a period of go day s from the date of this report. After 90 days, the samples may • discarded unless we are requested to retcR"hn them for a longer period. I ,, : " , , I t.'4 ;at , I hereby declare that this plan, , � � f—ion, or report was prepared by me or under my direct superv,; and that I am a duly registered Professional Engineer "'ht; Laws of the State of Minnesota. ALLI D TEST 91ILL NG COMPANY 40e / ---------------- --------- 0 CORD J. KO+PACK, P.E. DATE Minnesota Registration No. 7254 1. %0 %F Phone 454-3544 FOR: BONESTROO ROSENE ANDERLIK & ASSOCIATES; CITY OF NEW HOPE 0/0 ALLIED TEST DRILLING COMPANY ALLIED PROJECT: 91031A New Hope LABORARTORY NUMBER: 91115 REPORTED: 23 May 1991 SUBMITTED BY: Keith Willenbring, DATE SAMPLED: 15 May 1991 Manager Allied Test Drilling LIQUID AND PLASTIC LIMIT RESULTS LAB NUMBER: 91 115 SAMPLED FROM Boring No. 5 )EPTH: 10" to 5' SIEVE SIZE % PASSING 3/8 100 #4 98.5 #10 95.2 #20 89.3 #40 80.0 #80 58.3 #200 41.3 JISUAL SOIL CLASS: Sandy Clay Loam -IQUID LIMIT: 32 'LASTIC LIMIT: 16 )LASTICITY INDEX: 16 %ASHTO SOIL CLASS: A-6 OPIES TO: Allied Test Drilling Company "HARGE CODE: 1 - #314, 1 - #308 Signed- -� / .0 L G. J. Kopacek Professional Engineer - Registration No. 7254 BOONS AVE MOnTR I I .'-j L 0 ID 1 AVE F" .H L 0 In I I 0 z rn L 0 m 169TH ENSIGN AVE FLAG AVE >* co < Z cn 0 F- 'n w z z W M: Z w H < V - 0 M > �K fn 0 a: of cn IL M: z (D z z 0 H M 0 Ir ui m Z w ui M: D og C3 cc IE w z 0 o i U- in 10 M: u Ul ED M: rr w -I H O 0 Iii 0 Cc 0 z 0- m 0 D r w Z LLJ > z < -j < r LL 0 c 0 of q z Uid ALLIED TEST DRILLING COMPANY 1 12 13 14 15 16 17 18 19 FE nm�m DRILLING DATA i ALLIED TEST DRILLING COMPANY KS & OTHER TE LASTS SURFACE ELEVATION: ' DESCRIPTION AND CLASSIFICATION n End of Boring - No Refusal ,cutting and of mix patching. WATER LEVEL MEASUREMENTS DRILLING DATA I 01 "LLMU fhbf ORILLING COMPANY 0 NM= LAS & • III TESTS XOGY DESCRIPTION AND CLASSIFICATION fZFAALT 4 — LASS 5 GRAVEL BASE S.6 inches Zrown MEDIUM SAND (SP) Trace gravel imiliillllml Moist 5- Blue Gray CLAY LOAM (CL) Moist 6 - 7 ic 11 12 13 14 is is 17 is IS. of Boring - No Refusal hole •_ -r with native ings and cold mix patching. MEEKIM WATER LEVEL MEASUREMENTS DRILLING DATA DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH MUD LEVEL LEVEL KN + MJ Crew Chief: am NA None Method: 4" Power Flight Auger Boring Completed: May 16 , 1991 . ......... .. ....... 1-1 ALL.MIJ I Ckol L*n1L.U1V%x %.PUMr^FV T lie LAS & OTHER TESTS DESCRIPTION AND CLASSIFICATION lan nmm (SC) Trace gravel, Damp to Moist 3 4- ST nd of Boring - No Refusal 6 �ore hole-backfilled with native M.D-uttings and cold mix patching. DRILLING DATA Crew Chief: KN + MJ Method: 4" Power Flight Auger Boring Completed: - May Is, 1991 if Boring - No ReFusal hole backfilled with native ihgs and cold mix patching, FE ~ WATER LEVEL MEASUREMENTS DRILLING DATA Method: 4" Power Flight Auger Boring Completed: May IS, 1991 PROJECT: S1031A 49TH AVENUE BETWEEN BOONE AND 169TH, !�EW HOPE,, mINN LOG OF BORING 5 DEPTH SURFACE ELEVATION: SAMPLE LAS & OTHER TESTS IN GEOLOGY N WS ASPHALT S inches 0 CLASS 5 GRAVEL BASE, 10.1 inchee. N — 1 FA ' Gray SANDY CLAY L0AM'(SC) Dam . p .- N 2 to Moist if Boring - No ReFusal hole backfilled with native ihgs and cold mix patching, FE ~ WATER LEVEL MEASUREMENTS DRILLING DATA Method: 4" Power Flight Auger Boring Completed: May IS, 1991 12 13 14 is is 17 18 19 20 21 Cone Penetration Values Liquid Limit & Plastic Limit Dry Density of Soil in Pounds Per Cubic Foot Moist °e Content of Soil as a Percent of Dr Soil w=; i-,* Indicates By j = Y = Yes Length of Soil N = No (in Inches) Recovered if Soil is in Split Spoon Sample Water Bearing ---L— Water Level Indicates Type of Sample: SS = Split Spoon FA = Flight Auger N = None Boring Completed: A is Attacmment to Soil Investigation Report CLAY 100% Classilication of SRI T N. Mixtures SRI-Cuy Materials (MM than 35% pwaiff 0.075 ma) A-2 A-7 A A-1-b A-3 A,2-4 A-2�5 T A- A- A4 A-5 A4 A-7-3, A-7 4 S — Anal- Pt, p J �. 2 CO — . lei 54 0 42S i Ott '41 n-., 51 it n" - .... .... 0 n't 21 13 35 ""a, X min. mM. .... wAn. .... 3bg Milk. P-11 04" (Na AD) — J 1 . I . M-wil' sm1w. W.P. 4D all If I t :. 10 near. I vnin. AID rna 41 fma. OD aputs- &I 0-al Typ- of spitnif— m C,—Io—f PAIII-cal, FPW safy cr clovey 0mvef And Und saty Sells Claim soft %,nd Sftd to c.*r4 Fair so raw F%u-fv "w*t of A- 7,3 wtWOW n 110 Ifti th.. Ll. WJMn 3(t. Plattewy in*, of A-7-6 wAVr e gmta Own LL mom In law VWwr 21. From: AASHTO M 14S the boring lo f or an I nd i cat i on of t r' y`- choserm Requirements for these investigations are outlined in cleaning the sugar, It is n rt d into the bare hole again and the' process is repeated until the desired testing depth � The hard operated sugar procedure is the .'j , However, because of the nature of sail and various meteo- rological and geological influences which occur over a large M� �1- v �Ogffl 34126 Copyright 1991 Bonestroo, Rosene, Anderlik & Associates, Inc. N_° 67081 ROBERT D. KARSSEBOOM, MARY J. COLE, CAROL M. CONLEY, L. ANN HOLTEN, ALICE M. ALLEN, KAREN L. RITCHIE, INDIVIDUALLY, MINNEAPOLIS, MINNESOTA----- - - - - -- IN AN AMOUNT NOT EXCEEDING FIVE HUNDRED THOUSAND DOLLARS - - -- ($500,000.00) ,ff 1- 176 O) 'IFICATE OF INSURANCE ESS INSURANCE BROKER EAST BUSH LAKE ROAD #450 MN 55439 32 -9200 Sub Code fired ,H. Corvorat oyn .8 Saddlewood Trail tetonka, MN 55435 - (25_5 -- 8/84) - - - - -- ISSUE - DATE _06/21/91 -- This Certificate is issued as a muter of i formatIoD only and confers no rl7 upon the certificate holder. This certificate does not amend extend or alter coverages afforded by the policies below. Cbmanvy Leger A West National Ins. Co. Company Letter B Company Letter C Company Letter D Company Letter E .s, is to certify that policies of insurance listed below have been issued to insured name 4bpve or the eriod indicated notwithstandin W n re uire- it term or cQDdi.tion of any,c9ntract or other document, t td .c$ t i $i$ ce ti spate may be Issued,or ma e tarn, the insura afforded by a ldes escribe�l he ei.n lssub ect to 1 the terms, exclusions, and Id bons of such pollicies. Limits hown may have been reduced by paid claims. Job 'IFICATE HOLDER Should any of the above described olicies be of New Hoge cancelled before the ex iration dape thereof, X lon Avenue North the i.ssnin comp�n will a aXtm mail 30 Hope, MN 55428 day s�wr ttan�no ! to the cer_i icatte,holder AUTHORIZED REPRESENTATIVE Liability Limit , pe of Insurance Policy Number Eff Date Exp Date Each Occur Aggregate NERAL LIABILITY Comprehensive FQrm Bodilyy In ury /00,000. Prehiises BP 14 5846 05/10/91 05/10/92 500,OD0. /ODerati.ons Under Expl Har Property Damage rouun Produ is Co 200 000. /200,000. & Combined Contractual BI BI PD Ind pt Contractors Personal Injury Broad Form PD Personal Injury ITOMOBILE LIABILITY Comb. Single Limit Any Auto_ _ BP 10 5846 05/10191.05/10/92 All Owned Autos SQhedu Autos Bodil In urY ((PerXon /Accident) Hired Autos 5t�0,000./500,000. Non -Owned AAtt Qs Property Damage Garage Liab1 1ty 100,000. :CESS L ABILITY /10/91 05 / 10 / 92 Each Occur Aggregate 2,000,000. / 2,00 0 OPher than Umbrella iRKERS'S COMPENSATION Statutory AND BP 33 5846 05/10/91 05/10/92 E4ch Acc 100,000. [PLOYER'S LIABILITY Djs Lim 500,000. Dls Emp 100,000. HER to Physical Damage IV TDrPT Tn7%T BP 10 5846 /T.nOAfPTl1MC /XMIT-TT 05�10�91 T T7 /D C'rn 05�10�92 TO Tn T O ! $ 250. Ded. Comp, 1 000. Ded. Collli.sio TIVI"TAT TfPGMQ--- - - - - -- Job 'IFICATE HOLDER Should any of the above described olicies be of New Hoge cancelled before the ex iration dape thereof, X lon Avenue North the i.ssnin comp�n will a aXtm mail 30 Hope, MN 55428 day s�wr ttan�no ! to the cer_i icatte,holder AUTHORIZED REPRESENTATIVE COUIITCIL I X* 4 5DA 0 a • On April 22, 1991, the City Council approved Resolution No. 91-76 Approving Plans and Specifications and Ordering Advertisement for Bids for Street and Storm Sewer Improvement No. 470 (1991 Street Resurfacing Program-Local Streets). Bids on the local street portion of the project will be opened at 10:30 a.m. on May 28th. Staff is requesting that the Council consider the award of the bid that evening. The preliminary cost estimate for local street resurfacing with existing concrete curb was $1,094,890 and the preliminary cost estimate for the storm sewer work was $214,800. Total estimated cost for the local street and storm sewer portion of the project is $1,309,690. The City Attorney has prepared the enclosed sample RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STREET AND STORM SEWER IMPROVEMENT NO. 470 (1991 STREET RESURFACING PROGRAM - LOCAL STREETS) . The final resolution with the low bid and contractor will be presented at the meeting. Staff recommends approval of the resolution. UM§W SECOND BY Review: Administfation: Finance: R-FA-001 RESOLUTION NO. 91 93 RESOLUTION RELATING TO STREET AND STORM SEWER IMPROVEMENT NO. 470 AND DECLARING INTENT OF CITY TO REIMBURSE COSTS THEREOF WITH TA)( EXEMPT DEBT (1991 Street Resurfacing Program) NOW, THEREFORE, BE IT RESOLVED by the City Council Of the City of New Hope, Minnesota (the "City") as follows: Y. Improvement No. 470. This Council has previously ordered an improvement to be constructed in the City under Minnesota Statutes, Chapter 429, designated as "Street and Storm Sewer Improvement No. 470 (1991 Street Resurfacing. Program)" (the ^ Improvennent ^ ). The Improvement consists of the resurfacing of local streets and the resurfacing of 49th Avenue from Boone Avenue to Highway 169, and is further described in the report of Boneatroo, Roeene, Anderlih &Aaaociatea, the engineers of the City for the Improvement (the "Engineer's Report"), which Engineer's Report is on file with the City Clerk. The total estimated oOet of the Improvement i8 $1,500,000,00. 2 Intention to Reimburse Costs of Improvement From Proceeds of Tax- Debt. The City intends to issue general obligation improvement bonds under and pursuant to Minnesota Statutes, Chapter 429 and 475 to finance the costs of the Improvement (the "Improvement Bonds"), the interest on which will be excludable from gross income under Section 103 of the Internal Revenue Code of 1986, as emended, All Or a portion of the coats of the Improvement will be paid by the City prior to the issuance of the Improvement Bonds and it is the intent of the City to reimburse the costs of the Improvement paid by the City prior to the issuance Of the Improvement Bonds from the proceeds of the Improvement Bonds. The reasonably expected source of funds that will be used to pay the costa of the Improvement to be reimbursed from the proceeds of the Improvement Bonds is amounts on hand in the Temporary Improvement Revolving Fund established on the books and records of the City and funded by a transfer from the Sewer and Water Fund of the City' The reasonably expected source of funds to be used to pay debt service on the Improvement Bonds is special assessments to be levied on property benefited by the Improvement, ad valorem taxes to be levied on all taxable property in the City and proceeds of the Improvement Bonds to be used to pay interest on the Improvement Bonds. 3. Public Inspection. A copy of this resolution, together with the Engineer's Report with respect to the Improvement, shall be maintained by the City Clerk and shall be continuously available for public inspection at ti Hall during normal business beginning on the earlier resolution or the date of ending on, and including, Bonds. ie office of the City Clerk in the City hours of the City on every business day of 10 days after adoption of this issuance of the Improvement Bonds and the date of issue of the Improvement Adopted by the Council this 28th day of May, 1991. Edw, Jy Erickson, Mayor Attest: Valerie Leon 6, City Clerk RESOLUTION NO. 91-94 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STREET AND STORM SEWER IMPROVEMENT NO' 470 (1991 Street Resurfacing Program) (LOCAL STREETS) WHEREAS Street and Storm Sewer Improvement No. 470 will be constructed by separate contracts whereby one Contract will be for resurfacing of 49th Avenue North from Boone Avenue North to Trunk Highway 169 due to its designation as a Municipal State Aid street and the other contract will be for the resurfacing of the City's local streets without said designation, and WHEREAS, the City Council adopted Resolution No. 81-76 at its Apri l 22, 1991 meeting approving plans and specifications for resurfacing of the local streets without Municipal State Aid designation, including the storm sewer improvements and ordering advertisements for bids, and WHEREAS, bids for resurfacing of the local streets have been duly and lawfully received and a contract can now be awarded to the lowest responsible bidder per said bidding process. NOW, THEREFORE, RE IT RESOLVED by the City Council of the City of New Hope as follows: 1' That bids for the resurfacing of the local street phase of Street and Sturm Sewer Improvement No. 470 were duly opened at the New Hope City Hall, 4401 XylOn Avenue North, at 10:30 o'clock a.m' on the 28th day of May, 1881, as heretofore authorized by this Council. 2. That advertisement for bids for the construction of said local street phase of the improvement was published in the New Hope-Golden Valley Post, the official newspaper of the City, on the 1st day of May, 1981, and in The Construction Bulletin on the 3rd and 10th days of May, 1991. 3. It is hereby found and determined by this Council that the bid of C.S. MoCrmaean, Inc. for the construction of the local street phase of said project in the amount of $1,153,690'60 ie the lowest responsible bid submitted for the construction of said improvement; that Bmnmstroo, Rooene, Andarlik & Associates, Inc., Engineers for the City, have recommended to this Council the said low bid for the award of the contract for the construction of the local street phase of Improvement No. 470 to the designated lowest responsible bid. 4. The Mayor and Manager are authorized and directed to enter into an improvement contract for the construction of the local street phase of said improvement in the name of the City with the lowest responsible bidder, subject to the said contractor furnishing a public contractor's surety bond, conditioned as required by law. Adopted by the Council this 28th day of May, 1891. w Erickson, Mayor Attest: Valerie Leone, City Clerk THU C4RRICK LAW OFFICEB, P,A, WILLIAM J. CaRRICK STfVtN A, SONDRALL, P,A. STEVEN A: BONDRALL MICHAEL R. L AFLIZUR MARTIN P, MALECMA WILLIAM C. STRAIT May 15, 1991 CC' MICK &, SoNDrzALL A PARTNKM #HIP OF PROMMMI p{AL r:ORP4RATION$ L&WYERq 21 $11 WEST BROADWAY ROMINSDAI.F7, MIN [?SQ'1A 554-2 TELV6PNONE (012) 1133 +2241 PAX (6I Z) 832 -2243 Kirk McDona Management A sst. City of New Hope 4401 Xylcn Avenue North Now Hope, MN 55428 RE: 1991 Street Resurfacing Project Our File Nn, 99.64 Dear Kirk: LE0µ, ASMATANYE LAVQNNE E, KEGKE SHARON D, DERBY Please find enclosed proposed Resolution Awarding Contract for the Construction of Street and Storm Sewer Improvement No. 470 for consideration at the May 28th Council meeting. Since the bids w i l l be opened on May 28th, I have left blank spaces in paragraph 3 of the Resolution. Please let me know who the lowest bidder is and the contract amount on May 26th and I w i l l bring a completed Resolution to the meeting. Also, this Resolution is for the local street portion of the project. I will be preparing a similar Resolution for the June 10th meeting when we award the contract for the 49th Avenue phase of the project. Please contact me if you have any questions. Very truly yours, Steven A. Sondrall s1w Enclosure 9 :00 CORR I GK & SO"DRAILIL r . U:� cc: Valerie Leone (w /enc) Daniel J. Donahue (w /enc) Mark Hanson (w /enc) Jf q�c ADVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue N. until 10:30 A.M., C.D.S.T., on Tuesday, May 28, 1991, 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: 1991 LOCAL STREET RESURFACING STORM SEWER AND STREET IMPROVEMENTS PROJECT NO. 470 22,600 Ton Bituminous Surfacing 11,000 Lin.ft. Remove and replace concrete Curb and Gutter 4,100 Lin.ft. 18 ", 15 ", and 12" Storm Sewer with miscellaneous manholes, catch basins, bituminous patching, and restoration. 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, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (612) 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 (5I) 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 deposit of $35.00. See "Information to Bidders" for plan /specification deposit refund 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 34117S 1990 STREET RESURFACING PROGRAM PROJECT SCHEDULE Present Feasibility Report February 25, 1941 Public Hearing Approve Plans and Specifications Award Contract Substantial Completion Construction Completion Assessment Hearing March 25, 1991 May 1991 June 1991 October 1991 June 1992 Summer 1992 3434117j?t 11 APPENDIX C PRELIMINARY COST ESTIMATE 1991 STREET IMPROVEMENT PROGRAM CITY PROJECT NO. 470 I. Street Resurfacing with existjng concrete curb A) Local Streets 11,000 Lin. Ft. Remove concrete curb & gutter @ $1.80/lf $ 19,800 124,000 Sq. Yd. Remove bituminous pavement @ $1.40 /sy 173,600 1200 Cu. Yd. Subgrade excavation @ $3.00 /cy 3,600 2500 Ton Class 5 aggregate base @ $6.00 /ton 15,000 11,300 Ton Bituminous base course @ $12.00 /ton 135,600 11,300 Ton Bituminous wear course @ $14.00 /ton 158,200 1300 Ton Bituminous material for Mixture @ $150.00 /ton 195,000 6200 Gal. Bituminous material for tack coat @ $1.00 /gal 6,200 11,000 Lin. Ft. Concrete curb & gutter @ $7.50/1f 82,500 600 Sq. Yd. Bituminous patch for driveway repair @ $7.00 /sy 4,200 230 Each Adjust MH & 6V structures @ $150.00 /ea 34,500 4000 Sy. Yd. Sod w /topsoil @ $1.50 /sy 6. TOTAL $ 834,200 + 5% Contingencies 41.710 TOTAL 875,910 + 25% Legal, Engr. Admin. & Bond Interest 218.9 TOTAL $1,094,890 34134117.rpt B) Collector Streets (49th Avenue: Boone Ave. to T.H. 169) 1100 Lin. Ft. Remove concrete curb & gutter @ $1.80/l.f. $ 1,980 11,000 Sq. Yd. Remove bituminous pavement @ $1.40 /s.y. 15,400 1300 Cu. Yd. Common excavaton @ $4.00 /c.y. 5,200 500 Ton Class 5 aggregate base @ $6.00 /ton 3,000 3400 Ton Bituminous base course @ $12.00 /ton 40,800 1400 Ton Bituminous wear curse @ $14.00 /ton 19,600 271 Ton Bituminous material for mixture @ $150.00 /ton 40,650 1200 Gal. Bituminous material for tack coat @ $1.00 /gal 1,200 1100 Lin. Ft. Concrete curb & gutter @ $7.50/11 8,250 50 Sq. Yd. Bituminous patch for driveway @ $7.00 /s.y. 3,500 12 Each Adjust MH & 6V structure @ $150.00 /ea 1,800 600 Sq. Yd. Sod w /topsoil @ $1.52/s.y. 900 TOTAL $142,280 + 5% Contingencies 7.120 TOTAL 149,400 + 25% Legal, Engr. Admin., & Bond Interest 37.35Q TOTAL $186,750 H. 1,360 Sq. Yd. Remove bituminous pavement @ $1.50 /sq.yd. $ 2,040 660 Lin. Ft. 12" Reinforced concrete storm sewer pipe @ $20.00/lf 13,200 3,540 Lin. Ft. 15 ". Reinforced concrete storm sewr pipe @ $23.00/if 81,420 7 Each Std. MH w /cstg. @ $1,000.00 /ea. 7,000 35 Each Std. CB w /cstg. @ $700.00 /ea. 24,500 7 Each Connect to existing storm sewer @ $500.00/ea 3,500 1 Each 15" RCP flared end @ $490.00 /ea. 490 4 Cu. Yd. Class 2 rip rap @ $37.50/cu. yd. 150 1,962 Lin. Ft. Remove and replace cone. curb & gutter @ $9.30/lf 18,247 400 Ton Class 5 aggregate base (w /excavation) @ $6.00 /tan 2,400 245 Ton 2341 Bituminous binder course @ $13.00 /ton 3,185 13.5 Ton Bituminous material for mixture @ $150.00 /ton 2,025 400 Sq. Yd. Sod with topsoil @ $2.50 /sq. yd. 1.000 TOTAL $159,157 + 8% Contingency 12.733 $171,890 + 25% Legal, Engr. Admin., & Bond Interest 42.91 TOTAL STORM SEWER EX'T'ENSION & DRAINAGE IMPROV. $214,800 ESTIMATED PROTECT TOTALS I. Street Resurfacing with existing concrete curb Local Streets $1,094,890 Collector Streets 186,750 II. Storm Sewer . 14.8 00_ TOTAL $1,496,440 � W P O Z 2 w w z O O ® ® = m ® ® ASSESSMENT AREA BOUNDARY H 1991 STREET RESURFACING PROGRA CITY PROJECT No. 470 NEW gmvmtroo AOOOAI Af~lit A ASO WUS" � I 4 yarwn • w'tr� «U K ►� W�ww..■a• Otte: FE& tE ®1 COMM. 3411 LFi No. 2 1 ® 60th AVE.'- %mmmm w PROPOSED 16' STORM SEWER EXTENSION ! NEW MOPE 1 ATHLETIC FIELO ME u.a W 2 O O m �r d AV 7 i COLLECTOR STREET ® ® ® ®• ASSESSMENT AREA 80UNDARY �� ra Oats: 1 ®!1 Cantu. 34117 IyMMA A rr�rue��e j I l Fig. N o. 3 $OO UNE RAILROAD COMPANY 62nd Z 61st AVE. ; 1 51 ST AVE. I 10 � ¢ i I ® 60th AVE.'- %mmmm w PROPOSED 16' STORM SEWER EXTENSION ! NEW MOPE 1 ATHLETIC FIELO ME u.a W 2 O O m �r d AV 7 i COLLECTOR STREET ® ® ® ®• ASSESSMENT AREA 80UNDARY �� ra Oats: 1 ®!1 Cantu. 34117 IyMMA A rr�rue��e j I l Fig. N o. 3 --- -------- - ------- SUNNYSI PARK �w v I� s� L!y d 111A �11 Lim LWI W y 4 W k 2 cc z y J a W 2 _2 PROPOSED 15' STORM SEWER EXTE NSION +®a®a ASSESSMENT AREA BOUNDARY i�/M�1TOr Rose" AAOK11It • ArOC/riN Daft: Iva& 1"I Comm. $41 IT iaravn a Agee.+ «u K po" rw..�..w. 1' Fig. No. 4 VIA PA14 snnf%wad - 1991 STREET RFACING PROGRAM Aim ®�^ lC ^T &fa Is '^ I a 44" •l:» IV, Il I'll I I'll I��Telff' PROPOSED 15" STORM SEWER EXTENSION r L J� L I r L 800"t Cjk ui 4c FrTl No 0 � L..JL c; mono A E 1 t �` ► awm v 'emmamm ASSESSMENT AREA BOUNDARY RESURFACING PROGRAM CITY PROJECT No. 470 NEW HOPE MINNESOT4,- SEWER EXTENSION daeaftwe 6 'wes"06" QGJG�` Oat *: iwa& 13I COMM. 341 j [Fi N o. 6 ® GC , _J Q Z Q W O r 0 J W_ W F - O ' 2 y J O a I t W 2 2 'a M M M M I ASSESSMENT AREA BOUNDARY IR W I > < .I I LLJ 2 V 3 CL 2 I = I i i �I i AvE 1991 STREET aws"tr.. • • ,..,. RESURFACING PROGRAM "� A CITY PROJECT No. 470` tram. 'o®, i No. 7 NEW HOPE, MINNESOTA [ Date: comm. s®'ir 9 Sonestroo Project Name 1991 Street Improvement Program - Storm Sewer & Street Improvements a� Rosen Project No. 470 File No. 34117 a Anderilk Associates Bid Opening 10:30 a.m., C.D.S.T., Tuesday, May 28, 1991 Owner City of New Hope, MN sz. P.M. M` I hereby certify that this is an exact repr�ocl 'on o bids f&ceN Mark Ai Hanson, P.E Reg. No. 14260 No. Item Part A - Street Reconstruction Unit Qtv BID TABULATION Tabulation of Five Low Bids of Six Received Bid No. 1 Bid No. 2 C.S. McCrossan Hardrives, Inc. Inc. Unit Unit Price Total Price Total Bid No. 3 Bid No. 4 Bid No. 5 Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. Unit Unit Unit Price Total Price Total Price Total 1 Remove exist. bituminous pavement 2 Remove existing concrete pavement 3 Remove exist. cone. curb & gutter 4 Mill bituminous surface 5 Bit. mixture for patch (2" thick) 6 Class 5 100% crushed aggregate base (including excavation) SY 32,500 1.77 57,525.00 2.35 76,375.00 1.00 32,500.00 1.80 58,500.00 1.35 43,875.00 SY 400 6.00 2,400.00 5.00 2,000.00 3.00 1,200.00 6.00 2,400.00 6.50 2.600.00 LF 23,290 1.90 44,251.00 2.00 46,580.00 2.95 68,70550 3.00 69,870.00 3.20 74,528.00 SY 97,150 0.83 80,63450 0.67 65,09050 0.84 81,606.00 1.20 116,580.00 0.94 91.321.00 SY 32,500 2.95 95,875.00 2.75 89,375.00 2.50 81,250.00 3.00 97,500.00 4.32 140,400.00 TN 3,000 8.95 26,850.00 9.00 27,000.00 18.00 54,000.00 13.00 39,000.00 11.76 35,280.00 34117.TAB BT -1 No. Item 7 Type 31 bituminous binder course Bid No. I Bid No. 2 C.S. McCrossan Hardrives, Inc. Inc. Unit Unit Unit tv Price Total Price Unit Unit Unit Total Price Total Price Total Price Total Bid No. 3 Bid No. 4 Bid No. 5 Alexander Const. Alber Const., Inc. Valley Paving, Inc. 34117.TAB BT -2 for leveling TN 500 12.90 6,450.00 13.35 6,675.00 15.00 7,500.00 17.00 8,500.00 16.00 8.000.00 8 Type 41 bituminous wear course TN 13,850 12.30 170,355.00 14.40 199,440.00 1453 201,240.50 14.35 198,747.50 14.70 203,595.00 9 Bituminous material for mixture TN 850 115.00 97,750.00 124.00 105,400.00 11550 98,175.00 120.00 102,000.00 112.00 95,200.00 10 Bituminous material for tack coat GL 6,300 0.95 5,985.00 1.00 6,300.00 0.90 5,670.00 1.25 7,875.00 1.30 8,190.00 11 Concrete curb and gutter LF 23,290 8.40 195,636.00 9.95 231,735.50 825 192,142.50 7.50 174,675.00 8.40 195,636.00 12 Concrete valley gutter SY 30 28.35 85050 30.00 900.00 25.00 750.00 32.00 960.00 32.00 960.00 13 Adjust gate valve and box EA 74 95.00 7,030.00 132.00 9,768.00 60.00 4,440.00 75.00 5,550.00 135.00 9,990.00 14 Adjust MH frame and casting EA 147 150.00 22,050.00 132.00 19,404.00 90.00 13,230.00 100.00 14,700.00 150.00 22,050.00 15 Remove existing bituminous pavement from manhole cover & frame EA 130 25.00 3,250.00 30.00 3,900.00 30.00 3,900.00 15.00 1,950.00 55.00 7,150.00 16 8" PVC, SDR 35 w/bedding in place LF 275 15.00 4,125.00 21.00 5,775.00 12.84 3,531.00 13.40 3,685.00 16.80 4,620.00 17 8" PVC cleanout & connection to ex.PVC LS 1 500.00 500.00 275.00 275.00 37450 37450 535.00 535.00 700.00 700.00 Bid No. 3 Bid No. 4 Bid No. 5 Alexander Const. Alber Const., Inc. Valley Paving, Inc. 34117.TAB BT -2 Bid No. i Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 C.S. McCrossan Hardrives, Inc. Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. 500.00 Inc. 500.00 19 Unit Unit Unit Unit Unit No. Item Unit Qyt Price Total Price Total Price Total Price Total Price Total 18 Subgrade excavation CY 50 8.00 400.00 7.00 350.00 8.00 400.00 10.00 500.00 10.00 500.00 19 Select baclt£11 CY 50 10.00 500.00 7.00 350.00 12.00 600.00 10.00 500.00 8.00 400.00 20 Sod with 3" topsoil borrow SY 7,000 2.73 19,110.00 2.40 16,800.00 2.35 16,450.00 2.60 18,200.00 2.35 16.450.00 21 4" PE perforated drain pipe LF 2,375 5.65 13,418.75 6.00 14,250.00 6.96 16,530.00 6.05 14,368.75 6.75 16.031.25 22 Connect PE drain pipe to ex. struct. EA 8 100.00 800.00 200.00 1,600.00 187.25 1,498.00 160.00 1,280.00 200.00 1,600.00 Total Part A - Street Reconstruction 855,745.75 929,343.00 885,693.00 937,876.25 979,076.25 Part B - Driveway Reconstruction 23 Remove concrete curb and gutter LF 700 1.90 1,330.00 3.85 2,695.00 3.00 2,100.00 3.30 2,310.00 3.00 2,100.00 24 Remove bit. driveway pavement SY 850 2.00 1,700.00 1.50 1,275.00 1.50 1,275.00 6.00 5,100.00 2.20 1,8 70.00 25 Remove cons. driveway pavement SY 1,200 8.00 9,600.00 6.60 7,920.00 4.50 5,400.00 1.00 1,200.00 6.50 7,800.00 26 Saw cut concrete driveway LF 60 4.00 240.00 2.75 165.00 3.00 180.00 5.00 300.00 8.00 480.00 27 Concrete curb and gutter at driveway LF 700 8.40 5,880.00 9.35 6,545.00 8.25 5,775.00 9.50 6,650.00 8.40 5,880.00 34117.TAB BT -3 Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 C.S. McCrossan Hardrives, Inc. Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. 8.47 7,299.50 Inc. 31 Unfit Unit Unit Unit Unit No. Item Unit Otv Price Total Price Total Price Total Price Total Price Total 28 Class 5 100% crushed aggregate base for driveway (including excavation) TN 200 15.00 3,000.00 10.75 2,150.00 20.00 4,000.00 20.00 4,000.00 13.50 2,700.00 29 3" thick wearing course for driveway SY 850 7.50 6,375.00 450 3,825.00 12.00 10,200.00 8.25 7,012.50 8.47 7,299.50 30 6" thick concrete driveway pavement 31 Remove bituminous surface SY 5,800 w /66x1010 mesh SY 120 '23.65 2,838.00 23.00 2,760.00 18.50 2,220.00 29.00 3,480.00 23.65 2,838.00 Total Part B - Driveway Reconstruction 30,963.00 27,335.00 31,150.00 30,052.50 30,867.50 34117.TAB BT-4 Part C - Storm Sewer 31 Remove bituminous surface SY 5,800 3.00 17,400.00 0.95 5,510.00 1.00 5,800.00 1.45 8,410.00 1.35 7,830.00 32 Common excavation (P) CY 770 6.00 4,620.00 7.00 5,390.00 3.75 2,887.50 5.00 3,850.00 9.00 6,930.00 33 15" RCP, Cl. 5 w/bedding in place LF 3,400 20.00 68,000.00 18.70 63,580.00 21.40 72,760.00 17.65 60,010.00 19.42 66,028.00 34 12" RCP, Cl. 5 w/bedding in place LF 814 19.00 15,466.00 17.60 14,326.40 20.33 16,548.62 16.85 13,715.90 18.00 14,652.00 35 4" PE perforated pipe drain LF 490 5.65 2,768.50 6.00 2,940.00 6.96 3,410.40 6.05 2,96450 7.21 3,532.90 34117.TAB BT-4 No. Item Unit Qtv 36 Std. MH w /cstg.(Plates 1-8, 1 -9 or 1 -10) EA 37 Std. CBMH w /tstg.(Plates 1 -15 or 1 -16) EA 38 Std. CB w /cstg. (Plate 1 -18) EA 39 Std. CB w /cstg. (Plate 1 -19) EA 40 Adjust (reset) existing CB EA 41 Reconstruct existing ME or CB EA 42 CB cstg. (R -3067V or R3250 -1) EA 43 15' RCP flared end w/trash guard EA 44 Connect 4" draintile to ex. structure EA 45 Connect storm sewer to exist. structure EA 46 Salvage & reinstall existing 650.00 1,300.00 barricade on 46th Ave. LS 47 Remove concrete curb & gutter LF Bid No. 1 Bid No. 2 C.S. McCrossan Hardrives, Inc. Inc. Unit Unit Price Total Price Total Bid No. 3 Bid No. 4 Bid No. 5 Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. Unit Unit Unit Price Total Price Total Price Total 13 1,100.00 14,300.00 825.00 10,725.00 963.00 12,519.00 785.00 10,205.00 875.00 11,375.00 5 1,000.00 5,000.00 825.00 4,125.00 1,016.50 5,082.50 785.00 3,925.00 875.00 4,375.00 2 900.00 1,800.00 770.00 1,540.00 936.25 1,87250 650.00 1,300.00 830.00 1,660.00 25 650.00 16,250.00 770.00 19,250.00 829.25 20,731.25 610.00 15,250.00 695.00 17,375.00 12 150.00 1,800.00 100.00 1,200.00 294.25 3,531.00 325.00 3,900.00 100.00 1,200.00 2 500.00 1,000.00 495.00 990.00 321.00 642.00 650.00 1,300.00 360.00 720.00 2 350.00 700.00 275.00 550.00 240.75 481.50 210.00 420.00 210.00 420.00 3 525.00 1,575.00 330.00 990.00 642.00 1,926.00 815.00 2,445.00 525.00 1,575.00 2 100.00 200.00 200.00 440.00 187.25 37450 215.00 430.00 135.00 270.00 7 150.00 1,050.00 220.00 1,540.00 321.00 2,247.00 270.00 1,890.00 345.00 2,415.00 1 200.00 200.00 350.00 350.00 401.25 401.25 500.00 500.00 500.00 500.00 1,110 1.90 2,109.00 2.00 2,220.00 3.00 3,330.00 2.55 2,830.50 3.20 3,552.00 34117.TAB BT -5 No. Item 48 Riprap, Cl. II, w /geotextile fabric 49 Rock stabilization below pipe 50 Seed w/mulch & fertilizer 51 Sod w/3" topsoil borrow 52 Concrete curb and gutter 53 Salvage & reshape exist. aggregate (6" thick) on 40th Ave. N. 54 Cl. 5 100% crushed aggregate base (including excavation) 55 Type 31 bituminous base course 56 Type 41 bituminous wear course 57 Bituminous material for mixture Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 C.S. McCrossan Hardrives, Inc. Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. 840.00 Inc. 1,000 2.00 Unit Unit Unit Unit Unit Unit Oft Price Total Price Total Price Total Price Total Price Total CY 14 40.00 560.00 33.00 462.00 42.80 599.20 50.00 700.00 60.00 840.00 LF 1,000 2.00 2,000.00 1.10 1,100.00 1.07 1,070.00 1.60 2,600.00 1.35 1,350.00 AC 1.2 4,305.00 5,166.00 968.00 1,161.60 941.60 1,129.92 1,000.00 1,200.00 4,500.00 5,400.00 SY 570 2.73 1,556.10 2.40 1,368.00 235 1,339.50 2.60 1,482.00 2.35 1,339.50 LF 1,027 6.85 7,034.95 5.22 5,360.94 10.00 10,270.00 5.50 5,64850 6.85 7,034.95 SY 1,210 1.00 1,210.00 2.20 2,662.00 2.00 2,420.00 1.75 2,11750 2.64 3,194.40 TN 1,800 8.95 16,110.00 11.75 21,150.00 16.00 28,800.00 13.00 23,400.00 11.76 21,168.00 TN 510 28.00 14,280.00 14.10 7,191.00 27.00 13,770.00 14.00 7,140.00 16.00 8,160.00 TIN 160 32.00 5,120.00 15.50 2,480.00 35.00 5,600.00 15.00 2,400.00 1450 2,320.00 TN 57 115.00 6,555.00 124.00 7,068.00 11550 6,58350 120.00 6,840.00 112.00 6,384.00 34117.TAB BT-6 No. Item Unit Qtv Bid No. 1 Bid No. 2 C.S. McCrossan Hardrives, Inc. Inc. Unit Unit Price Total Price Total Bid No. 3 Bid No. 4 Bid No. 5 Alexander Const. Alber Const., Inc. Valley Paving, Inc. Inc. Unit Unit Unit Price Total Price Total Price Total 58 Bituminous material for tack coat GL 300 0.95 285.00 1.00 300.00 0.90 270.00 1.25 375.00 1.30 390.00 Total Part C - Storm Sewer 214,115.55 185,929.94 226,397.14 186,248.90 201,990.75 Pate D - WM & Sanitary Sewer Specials 59 Construct san. MH J5A on 48th Ave. N. LS 1 2,415.00 2,415.00 2,100.00 2,100.00 1,765.50 1,765.50 2,350.00 2,350.00 3,500.00 3,500.00 60 Wet tap &hydrant instal. on 48th Ave.N. LS 1 2,500.00 2,500.00 3,500.00 3,500.00 2,140.00 2,140.00 3,000.00 3,000.00 4,800.00 4,800.00 61 24" gate valve replacement at Winnetka and Bass Lake Road LS 1 9,890.00 9,890.00 5,000.00 5,000.00 8,875.65 8,875.65 7,600.00 7,600.00 10,000.00 10,000.00 62 Patch & restoration at Winnetka and Bass Lake Road LS 1 2,700.00 2,700.00 2,900.00 2,900.00 3,000.00 3,000.00 4,500.00 4,500.00 6,500.00 6,500.00 63 8" GV install. at Boone & Bass Lk.Rd. LS 1 1,525.00 1,525.00 1,550.00 1,550.00 2,942.50 2,942.50 1,500.00 1,500.00 2300.00 2300.00 34117.TAB BT -7 Bid No. I C.S. McCrossan Inc. No. Item Unit Unit Qtv_ Price Total Bid No. 2 Bid No. 3 Bid No. 4 Hardrives, Inc. Alexander Const. Alber Const., Inc. Inc. Unit Unit Unit Price Total Price Total Price Total Bid No. 5 Valley Paving, Inc. Unit Price Total 64 Patch & restoration at Boone and Bass Lake Road LS 1 2,625.00 2,625.00 2,800.00 2,800.00 2,000.00 2,000.00 5,500.00 5,500.00 4,500.00 4,500.00 Total Part D - Water Main & Sanitary Sewer Specials 21,655.00 17,850.00 20,723.65 24,450.00 31,600.00 Part E - Sanitary Sewer on Flag Avenue 65 Remove existing bit. surface SY 1,867 3.00 5,601.00 0.95 1,773.65 1.00 1,867.00 1.45 2,707.15 1.35 2,520.45 66 Salvage & reshape ex. agg. (6" thick) SY 1,867 1.00 1,867.00 1.20 2,240.40 2.00 3,734.00 1.75 3,267.25 2.64 4,928.88 67 Remove existing 9" VCP LF 291 1.00 291.00 7.70 2,240.70 3.21 934.11 12.90 3,753.90 7.00 2,037.00 68 10" PVC SDR 35 LF 278 21.00 5,838.00 21.00 5,838.00 24.61 6,841.58 16.00 4,448.00 21.00 5,838.00 69 Improved pipe fnd. per 6" depth incr. LF 200 1.00 200.00 3.30 660.00 2.14 428.00 1.90 380.00 2.30 460.00 70 Construct Sanitary MH -N73A LS 1 2,000.00 2,000.00 990.00 990.00 1,016.50 1,016.50 1,600.00 1,600.00 1.800.00 1,800.00 71 Connect 10" PVC to ex. MH EA 2 200.00 400.00 385.00 770.00 374.50 749.00 270.00 540.00 900.00 1,800.00 34117.TAB BT -8 No. Item Unit Qtv 72 10X4 PCA wye EA 73 Connect to ex. CIP service EA 74 Cl. 5, 100% crushed agg. w /excavation TN 75 Type 31 bit. base course TN 76 Type 41 bit. Wear course TN 77 Bit. material for mixture TN 78 Bit. material for tack GL Bid No. 1 Bid No. 2 Bid No. 3 C.S. McCrossan Hardrives, Inc. Alexander Const. Inc. Inc. Unit Unit Unit Price Total Price Total Price Total Bid No. 4 Bid No. 5 Alber Const., Inc. Valley Paving, Inc. Unit Unit Price Total Price Total 3 60.00 180.00 55.00 165.00 6955 208.65 90.00 270.00 350.00 1,050.00 3 250.00 750.00 165.00 495.00 40125 1,203.75 480.00 1,440.00 350.00 1,050.00 120 10.00 1,200.00 12.50 1,500.00 20.00 2,400.00 15.00 1,800.00 1350 1,620.00 165 30.00 4,950.00 17.00 2,805.00 17.00 2,805.00 17.00 2,805.00 16.00 2,640.00 165 35.00 5,775.00 17.00 2,805.00 18.25 3,011.25 18.00 2,970.00 14.70 2,42550 18 115.00 2,070.00 124.00 2,232.00 11550 2,079.00 120.00 2,160.00 112.00 2.016.00 94 0.95 89.30 1.00 94.00 0.90 84.60 1.25 11750 1.30 122.20 Total Part E - San. Sewer on Flag Ave. 31,211.30 24,608.75 27,362.44 28,258.80 30.308.03 34117.TAB BT -9 Bid No. 1 Bid No. 2 C.S. McCrossan Hardrives, Inc. Inc. No. Item Unit Unit Unit 9 - 1 h , Price Total Price Total Bid No. 3 Bid No. 4 Alexander Const. Alber Const., Inc. I nc. Unit Unit Price Total Price Total Bid No. 5 Valley Paving, Inc. Unit Price Total Total Part A - Street Reconstruction 855,745.75 929,343.00 885,693.00 937,876.25 979,076.25 Total Part B - Drivewav Reconstruction 30,963.00 27,335.00 31,150.00 30,052.50 30,867.50 Total Part C - Storm Sewer 214,115.55 185,929.94 226,39 7.14 186,248.90 201,990.75 Total Part D - Water Main & Sanitary Sewer Specials 21,655.00 17,850.00 20,723.65 24,450.00 31,600.00 Total Part E - San. Sewer on Flag Ave. 31,211.30 24,608.75 27,362.44 28,258.80 30,308.03 TOTAL BASE BID $1,153,690.60 $1,185,066.69 $1,191,326.23 $1,206,886.45 $1,273,842.53 34117.TAB BT -10 Bid No.1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 Bid Bona, Five Percent Five Percent Five Percent Five Percent Five Percent Cert. check, Cash deposit - Firm C.S. McCrossan, Inc. Hardrives, Inc. Alexander Construction Alber Construction Valley Paving, Inc. Inc. Inc. By Joseph McCrossan Steven K. Hall Lee Alexander Timothy Alber Douglas G. Vetter Title Vice President Vice President President President Division Manager Address 7865 Jefferson Way 9724 10th Ave. No. 9050 Jefferson Tr. P.O. Box 365 8800 13th Ave. E. city, state, Maple Grove, Minnesota Plymouth, Minnesota Inver Grove Heights, MN Osseo, Minnesota Shakopee, Minnesota Zip Code $5369 55441 55077 55369 55379 Telephone 425 -4167 542 -9060 688 -2755 424- 8988 445 -8615 Fax No. 425 -0520 542 -8750 688 -9067 424- 8973 445 -0355 34117.TAB BT -11 Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. Mark R. Rolfs, P.E. Rene C. Plumart, A.I.A. Robert W. Rosene, P.E. Richard W. Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P Joseph C. Anderlik, P.E. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Pertzsch, P.E. Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Howard A. Sanford, P.E. Cecilio Olivier, P.E. Richard E. Turner, PE. Mark A. Hanson, P.E. Daniel J. Edgerton, P.E. Robert R. Dreblow, P.E. Glenn R. Cook, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W. Morien, P.E. Thomas E. Noyes, P.E. Michael T. Rautmann, P.E. Philip J. Caswell, P.E. Karen L. Wiemen, P.E. Robert G. Schunicht, P.E. Robert R. Pfefferle, P.E. Ismael Martinez, P.E. Keith R. Yapp, P.E. Susan M. Eberlin, C.P.A. David O. Loskota, P.E. Mark D. Wallis, P.E. Charles A. Erickson Sanitary Sewer Flag Ave. Thomas W Peterson, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary F. Rylander, P.E. Harlan M. Olson ' James R. Ma6nd, RE: Miles B. Jensen, P.E. Kenneth P. Anderson, P.E. L. Phillip Gravel III, P.E. May 28, 1991 City of New Hope 4401 Xylon Avenue No. New Hope, MN 55428 Attn: Mr. Dan Donahue Re: 1991 Local Street Resurfacing - Project No. 470 Storm Sewer and Street Improvements File No. 34117 Dear Dan, Bids were received Tuesday, May 28, 1991 for the above project. The low bid of the six (6) bids received was from C. S. McCrossan with a total base bid of $1,153,690.60. The engineer's estimate was $1,200,000. Listed below is the amount estimated in the preliminary report, compared to the engineer's estimate and the low bid amount. Z Comparison As noted, the Local Street Resurfacing (Part A) is 2.3Z ($20,165.25) below the amount estimated in the preliminary report which is the portion to be assessed. The Storm Sewer (Part C) exceeds the amount estimated in the preliminary report by 24.62 ($42,225.55). The storm sewer is not to be assessed but financed by the City. The storm sewer portion exceeds the amount estimated in the preliminary report due to an additional storm sewer extension at 40k Avenue /Cavell Avenue. In addition, the estimated quantities for street restoration associated with the storm sewer work was more than estimated in the preliminary report. Eff Page 1. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612 - 636 -4600 Prel. Engr's. Low Bid Prel. Report Report Estimate Amount to Low Bid A. Local Street Resurfacing $875,910 $ 870,000 $ 855,745.75 - 2.3Z B. Driveway Reconstruction N/A 40,000 30,963.00 C. Storm Sewer 171,890 220,000 214,115.55 +24.62 D. Water Main /Sanitary Sewer Specials N/A 39,000 21,655.00 E. Sanitary Sewer Flag Ave. N/A 31,000 31,211.30 $1,200,000 $1,153,690.60 As noted, the Local Street Resurfacing (Part A) is 2.3Z ($20,165.25) below the amount estimated in the preliminary report which is the portion to be assessed. The Storm Sewer (Part C) exceeds the amount estimated in the preliminary report by 24.62 ($42,225.55). The storm sewer is not to be assessed but financed by the City. The storm sewer portion exceeds the amount estimated in the preliminary report due to an additional storm sewer extension at 40k Avenue /Cavell Avenue. In addition, the estimated quantities for street restoration associated with the storm sewer work was more than estimated in the preliminary report. Eff Page 1. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612 - 636 -4600 Driveway Reconstruction (Part B) is to be assessed entirely to the benefited property requesting this type of work. Presently, approximately 50 residents have requested driveway work. This work was not estimated in the preliminary report. Water Main /Sanitary Sewer Specials (Part D) and Sanitary Sewer Flag Avenue (Part E) is work that was not included in the preliminary report. This work is maintenance type work requested by Public Works. This work is identified as follows: - Add hydrant at end of 48th Avenue cul -de -sac. - Add sanitary MH @ end of 48th Avenue cul -de -sac. - Reconstruct 24" B.V. Bass Lake Rd. & Winnetka (Water Commission Expense). - Add 8" G.V. Bass Lake Rd. & Boone. - Sanitary Sewer Reconstruct Flag Avenue (31st Ave. to Gettysburg Ave.). Although Storm Sewer (Part C) exceeds the amount estimated in the preliminary report, there is no advantage to rebidding this work. If the cost overrun exceeds the City's ability to finance this work, it's recommended the 8 storm sewer extensions as proposed be reduced in scope. Listed below are the 8 storm sewer extensions included in the bid: - 40th Avenue at Oregon /Maryland Avenue. - Hillsboro Avenue at 50th /51st Avenue. - Ensign Avenue at Hopewood Lane. - Ensign Avenue at 40k Avenue. - 40k Avenue at Cavell Avenue. - Xylon Avenue at 40th Avenue. - 38k Avenue at Virginia Avenue. - 46th Avenue at Sumpter /Rhode Island. It's recommended the 1991 Local Street Resurfacing Project be awarded to C. S. McCrossan. If a reduction in the storm sewer extensions is required, the scope of this work should be reduced and reviewed with the Contractor before contract award. If you have any questions, please contact this office. Yours very truly, BONES 00, ROSE E, ANDERLIK & ASSOCIATES, INC. / _ Mark . Hanson MAH:li Page 2. 20 COUNCIL • . On May 13, 1991, the City Council approved Resolution 91 -86 Approving Plans and Specifications and Ordering Advertisement for Bids for Street and Storm Sewer Improvement No. 470 (1991 Street Resurfacing Program - MSA Street Portion, 49th Avenue). This is a separate contract for the resurfacing of 49th Avenue North from Boone Avenue North to Trunk Highway 169 due to its designation as a Municipal State Aid Street. Bids on the MSA portion of the project will be opened at 10:30 AM on Friday, July 19th. The City Engineer will be presenting the bids to the Council and making a recommendation on the bid award at the July 22nd meeting and staff is requesting that the Council consider the award of the bid at that time. The MN Dept. of Transportation has officially approved the project. The preliminary cost estimate for the collector (MSA) street was $149,400 (excluding legal/ engineering /administration). However, the scope of work has increased to include the replacement of 1,000 feet of sanitary sewer and total project cost is now estimated at $250,000. The City Attorney has prepared the enclosed sample RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STREET AND STORM SEWER IMPROVEMENT NO. 470 (1991 STREET RESURFACING PROGRAM - MSA STREETS). The final resolution with the low bid contractor will be presented at the meeting. Staff recommends approval of the resolution. TO: Review: Administration: BY f: C Finance: ' fI 1 RESOLUTION NO. 91-126 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STREET AND STORM SEWER IMPROVEMENT NO. 470 (1991 Street Resurfacing Program) WHEREAS, Street and Storm Sewer Improvement No. 470 will be constructed by separate contracts whereby one contract will be for resurfacing of 49th Avenue North from Boone Avenue North to Trunk Highway 169 due to its designation as a Municipal State Aid street and the other contract will be for the resurfacing of the City's local streets without said designation, and WHEREAS, the City Council adopted Resolution No. 91-86 at its May 13, 1991 meeting approving plans and specifications for resurfacing of 49th Avenue North from Boone Avenue North to Trunk Highway 169, including the storm sewer improvements and ordering advertisements for bids, and WHEREAS, bids for resurfacing of 49th Avenue North have been duly and lawfully received and a contract can now be awarded to the lowest responsible bidder per said bidding process. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That bids for the resurfacing of the 49th Avenue North phase of Street and Storm Sewer Improvement No. 470 were duly opened at the New Hope City Hall, 4401 Xylon Avenue North, at 10:30 o'clock a.m. on the 19th day of July, 1991, as heretofore authorized by this Council. 2. That advertisement for bids for the construction of said 49th Avenue North phase of the improvement was published in the New Hope-Golden Valley Post, the official newspaper of the City, on the 19th day of June, 1991, and in The Construction Bulletin on the 21st and 28th days of June, 1991. 3. It is hereby found and determined by this Council that the bid of GMH Asphalt Corp. for the construction of the 49th Avenue North phase of said project in the amount of $264,902.35 is the lowest responsible bid submitted for the construction of said improvement; that Bonestroo, Rosene, Anderlik & Associates, Inc., Engineers for the City, have recommended to this Council the said low bid for the award of the contract for the construction of the 49th Avenue North phase of Improvement No. 470 to the designated lowest responsible bid. 4. The Mayor and Manager are authorized and directed to enter into an improvement contract for the construction of the 48th Avenue North phase of said improvement in the name of the City with the lowest responsible bidder, subject to the said contractor furnishing e public contractor's surety bond, conditioned as required by law. Adopted by the Council this 22nd day of July, 1991. Z 0� � J" -0/ /Edw. 4Jrickson, Mayor Attest: 1 /1 U /,-� Valerie Leone, City Clerk CORRICK LAW OFFICES, P.A. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A. SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT July 11, 1991 COMUCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL .0111.RATI.N. LAWYERS 3811 WEST BROADWAY ROBBINSDALE, MeqNESOTA 55422 TELEPHONE (612) 533-2241 FAX (612) 533-2243 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: 1991 Street Project Our File No. 99.64700 Dear Valerie: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY Please find enclosed a new Resolution Awarding the Contract for the 49th Avenue Phase of the 1991 Street Project. This Resolution is for consideration at the July 22nd, 1991 Council meeting. it replaces a previous resolution I mailed you to be considered at the June 24th meeting. It was decided to postpone the award of this contract until July 22nd so the previous Resolution I sent you can be discarded. The enclosed Resolution should now be used. Also, please note in paragraph 3 that I have left blanks for the name of the contractor who will receive the contract and the amount of the bid. This information will be determined at the July 19th bid opening. Please let me know the name of the successful bidder and the amount of his bid subsequent to that bid opening and I will bring a completed Resolution to the Council meeting on July 22nd. Please contact me if you have any questions. Sincerely, 4. Steven A. Sondrall sit Enclosure cc: Daniel J. Donahue Kirk McDonald Mark Hanson CA S A, JUL- 1 7 -S) 1 W ED 1 5 - 55 P0HESTR00 & ASSUL; 1 " I t-S r- _ 1-3 a-Z MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF STATE AID 420 TRANSPORTATION BUILDING 395 30HU IRELAND BOULEVARD ST. PAUL, MN 65155 duly 10, 1991 PHONE: 296 -9875 Mark Hanson New Hope City Engineer Bonestroo Rosene and Assoc 2335 West TH 36 St Paul, MN 55113 In reply refer to: S.A.P. 182- 107 -05 CITY OF NEW HOPE Dear Mr. Hanson; We are sending under separate cover a set of reduced sized prints and the original plan for the above referenced project. This plan has been approved and you are now authorized to advance the status of this project, Sincerely, aulie Skallman State Aid Plans Engineer cc: C.E. Weichselba,um, Golden Valley File -420 _ g 1 r1JE -? :5r, BONESTROO � ASSOC I ATES P . 02 Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xyl b Avenue o p% u ntil ed and read aloud he furnishing of all labor a nd materials will material and a be publicly pe else necessary for the following: 11,000 Sq, Yd. Remove Bituminous Pavement 4,800 Ton Bituminous Surfacing with miscellaneous curb removals and replacements, structure adjustments and restoratibn. Plans and specifications, proposal forms and contract documents may be seen at the office of the City Clerk, New Mope, Minnesota, and at the office of Bonestroo, Rosene, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, phone (612) 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 deposit of $30.00. See "Information to Bidders" for plan /specification deposit refund 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 34126 PRELIMINARY COST ESTIMATE MM IMPROVEMENT P CM PROJECT 1 470 I. treat Resurfacing with existing_concrete curb A) L1?calr 11,000 Lin. Ft. Remove concrete curb & gutter @ $1.80/1f S 19,800 124,000 Sq. Yd. Remove bituminous pavement @ $ 1.40 /sy 173,600 1200 Cu. Yd. Subgrade excavation @ 53.00 /cy 3,600 2500 Ton Class 5 aggregate base @ 56.00 /ton 15,000 11,300 Ton Bituminous base course @ S12.00 /ton 135,600 11,300 Ton Bituminous wear course @ 514.00 /ton 158,200 1300 Ton Bituminous material for Mixture @ S 150.00 /ton 195,000 6200 Gal. Bituminous material for tack coat @ S1.00 /gal 6,200 11,000 Lin. Ft. Concrete curb & gutter @ S7.50/lf 82,500 600 Sq. Yd. Bituminous patch for driveway repair @ S7.00 /sy 4,200 230 Each Adjust MH & 6V structures @ $ 150.00 /ea 34,500 4000 Sy. Yd. Sod w /topsoil @ 51.50 /sy _ I TOTAL w6t,Gw + 5% Contingencies 44710 TOTAL 875,910 + 7.5% Legal, Engr. Admin. & Bond Interest ,;11980 TOTAL $1,094,890 34134117.rpt B) o lCCtnr 5trCCILL49sh Avenue; Boone Ave. to T.H. 1691 1100 Lin. Ft. Remove concrete curb & gutter @ S1.80l1.f. S 1,980 11,000 Sq. Yd. Remove bituminous pavement @ S1.40 /s.y. 15,400 1300 Cu. Yd. Common excavaton @ 54.00 /c.y. 5 500 Ton Class 5 aggregate base @ 56.00 /ton 3,000 3400 Ton Bituminous base course @ $ 12.00 /ton 40,800 1400 Ton Bituminous wear curse @ 514.00 /ton 19,600 271 Ton Bituminous material for mixture @ 5150.00 /ton 40,650 1200 Gal. Bituminous material for tacit coat @ $ 1.00 /gal 1,300 1100 Lin. Ft. Concrete curb & gutter @ $7.50/i.f. 8,250 50 Sq. Yd. Bituminous patch for driveway @ 57.00 /s.y. 3,500 12 Each Adjust MH & 6V structure @ $ 150.00 /ea 1,800 600 Sq. Yd. Sod w /topsoil @ $1.52/s.y. 9 TOTAL $ 142,280 + 5% Contingencies 7.1'_0 TOTAL 149,400 + 25% Legal, Engr. Admin., & Bond Interest 37.350 TOTAL $186,750 In areas where the surmountable 'bump" curb exists, each resident will be offered the opportunity to have their driveway apron reconstructed at their expense. In addition, those homes which have sump pumps discharging onto the street surface will be connected to the existing storm sewer system where feasible. C __ Collector Streets 10-lue collector street is proposed to be resurfaced as part of this project which includes 49th Avenue between T.H. 169 and Boone Avenue. The existing street width is 40' between Erickson Drive and Boone Avenue and 50' between T.H. 169 Service Drive and the bridge over T.H. 169. The 1989 traffic counts on 49th Avenue at T.H. 169 is 11,000 ADT and at Boone Avenue is 6,800 ADT at Boone Avenue. It is not recommended the existing street width change, based on existing and future traffic counts. The 50' width at T.H. 169 can easily accommodate turn lanes and thru lanes in accordance with MSA Standards. The 40' width between Erickson Drive and Boone Avenue will provide two driving lanes and a parking lane along the north side to accommodate 49th Avenue Park. However, at Boone Avenue it is preferred that the 40' width be marked with a left turn lane and two driving lanes requiring no parking. In addition, 49th Avenue east of Boone Avenue would need to be widened to 40' from its existing 30'. The widening would be done entirely on the north side and taper to the existing 30' width approximately 150' from Boone Avenue. The required right -of -way does exist to accommodate the widening. Based on the amount of traffic on 49th Avenue traffic controls and the required granular equivalency, the existing bituminous pavement will be removed and a new 34/34117xpt 7 bituminous base course (5" thick) and wear course (2" thick) will be constructed. Existing concrete curb and gutter will be reconstructed as required. AREA TO BE INCLUDED The area to be included for assessment purposes is presented in Appendix B (located at the back of this report) and is shown on Figures 2 -7 (also located at the back of this report). COSTS INNI ' . A detailed cost estimate is presented in Appendix C, located at the back of this report. A summary of these costs is shown below in Table 2 below. T able 2 I. Street Resurfacing Local Street $1,094,890 Collector Street 186,750 II. Storm Sewer Extension $ 214,800 TOTAL $1,496,440 The total estimated project cost as shown in Table 2 is $1,496,440 which includes contingencies and all related overhead. Overhead costs are estimated at 25% and include legal, engineering, administration, and bond interest. ASSESSMENTS Assessments are proposed to be levied against the benefited property. Assessments for street resurfacing will be based on the same rate for all streets. Assessment rates for local street resurfacing are proposed to be levied based on two rate classifications; commercial/high- density and residential. Assessment rates are determined on a front foot basis by dividing the project cost by the assessable footage. The residential rate is two- thirds the commercial/high- density rate due to commercial/high- density 34/34117.rpt 8 w co 0 Z �... s �... a ®• • wrrr�.� —.fir . a 40.e—rs . • e� a --w 800 LINE RAILROAD COMPANY �; 52nd Slat AVE. ui r _ ' 51 ST. AVE. 4 O / O Lu r PROPOSED 15' = STORM SEWER EXTENSION 50th AVE. -, ®a�®®®�® ;�®us+�®® ®d ® ®® ir NEW HOPE ® ® ATHLETIC FIELD 1 ®'.®®® 9 COLLECTOR STREET ®® � ASSESSMENT AREA BOUNDARY l 1 ®'.®®® 9 COLLECTOR STREET ®® � ASSESSMENT AREA BOUNDARY ( __ PLAN SY MBOLS COUNTY LINE SECTION LINE I QUAIER LINE SIXTEENTH LINE RIGHT- OE -WAT c r, l! 1 II PRESENT RIGHT OF- WAY -� I � ; 7 �) I It I I 'I I it F_ CONTROL Of ACCESS LINE o PROPERTY LINES RETAINING WALL RA)LROAD FENCE , I I CENTERLINE OR BASELINE ( t II II I f J TEMPORARY EASEMENT LINE -�- — 'F -- J � �L .ill PERMANENT EASEMENT LINE - -F THEE SHRUB 1 UTILITY SYMBO POWER /UIRITY POLE C� 1 ANCHOR WIRE • + l ll 'I 6 ±75 E � TI l til s A.P� ` li% )` I �il STREET LIGHT {! 162-17 OS 0 HANDHOLE Bt 4 � � TRAFFIC LIGHT • I, ; \ \,\ I - L ) I I T,I TRAFFFIC SIGN I' "I ° TELEPHONE MANHOLE C) '. SAN1TARf SEWER MANHOLF 69 f II STORM SEWER MANI101E '<. � i t l� I I 'pv CATCH BASIN rl CITY HALL �? I I (��lr i 81D BITE I r Y GATE VANE Oe tt HYDRANT '4 I ) ` il 1 WATER LINE • • - -.. " - 0r I( �� 3F II / )� /`" SANITARY SEWER . STORM SEWER r I .. I tt I BURIED ELECTRIC F - r ! r BURIED GAS F I �i I BURIED TELEPHONE I I I - 1 1 1 ,. .I BU RIED CABLE IV �( h �l E I I l SITE FENCE J IL J ul l('I l (� L 'nl a - I IIII IC Tt �L - i II i(ll 1( IF IT I n 1 1 ll l LOCATION PLAN 0 200 241w N DESIGN SPEED D) DESIGN LOAD R" VALUE 20 YEAR SIGMA N18 FUNCTIONAL_ CLASSIFICATION No, OF TRAFFIC LANES No. OF PARKING LANES AOT: PRESENT — 1990 FUTURE — 2010 CiTY OF NEW HOPE MSA STREET IMPROVEMENTS 49TH AVENUE NORTH M.S.AP. 182 - 107 -05 CITY PROJECT NO. 470 BETWEEN T.H. No 169 AND BOONE AVENUE FROM THE SW CORNER OF THE NW QUARTER OF SECTION 07, T110, R21 10 110 EAST OF THE SE CORNER OF THE NW QUARTER OF SECTION 07, TI 16, R21 GROSS LENGTH ,._._ 2721 00 FEET _____O 515 _._ MILES BRIDGE LENGTH _ 00(j FEET _ 0000 E %CEPTION LENGTH _ 000__ - FEET _MILES 0000_ MIT FS _ NET LENGTH �._ 21210Q.__ FEET ._ 05)5___MII ES CONSTRUCTION PLANS FOR: MILLING, UTILITIES, AGGREGATE BASE, BITUMINOUS SURFACING, CONCRETE CURB AND GUTTER, AND CONCRETE WALK. xF C. MS pIAN wA5 APEµ RfI F c! 50S lMn5�ON Iw F- IT SInNM to Vx CF r Nx .. City .1 NEW HOPE R,q N. +260 R,<emmemea ror rop.w ool _7 /_Y /y / R,<omm,na,a far Slate a sp I E gineer Dd Slate a CH— ppr „ee _. _ ._. -..__. CO. 40 MPH 9 TON 12 687.000 COLLECTOR —HIGH DENSITY 2 1 6,800 6,940 �11EELINpE2L 1 rte sn „l 2 E,M1maFea O+�onM1tiea/Typ <a sect e.> 1. alone /o.,qn s � e9tn Menee N 0 -<6 to 11+)5 5 sgtM1 A.enue N 13. JS l0 2605 6 Son s. +er h w M Recon,Nxcunn l]•)5 l0 2fi�2h 6 i t o eControl Inge Og 10 W z� Z � R O N.pl =Q w z 1181 STATEMENT OF QUANTITIES PART A: 49th AVE. NORTH PARTICIPATING NOTE NUMBER ITEM UNI ESTIMATED AD 210 5 Be, .... C C L 1 600 f C8,103. R -�- Q' .- 15 RCP S.1t.- LPJ LF 15 f.000 ADJUST 2104 509 R­­ 2�3 066 2 8 CC - - 569 2164 Be-. C.n­t. 0­.­- K65 _2 CB - 1058 _ 2104 509 Remove WW Cotchbosin F -A E. mli-lob 2194523 §9 Costina- EA 0104 . 602 Ret ... t, 2§+34 lame_ sum. I AD - 5Zi 2 i65 _P ­C;rnWVA .-i- I ­ Ldne A ve _ . E t - T um S !�'p - - - I - - - - - - - - - 507 ------ d ----- --- 1. - ­ - -- .­ -- c Y 956 20 --- 3067V � fx C9-1198 5' - k 22 11 A911.9pt Clie.s 5, 100X C1-h.d _19N 5,200 --2 8' c( - 561 21 S.bgr,de old E. Agg B111 Plep-611 L mp S­ -- I 2331 504 t'in" Bii. _ M, _ 1"i'l To, Mi'k"' TON - ITON -- 2 - 1.960 E. CB- 117 o' RECONSTRUCT -- 23 - 31508­ T W.cfmq is TON - - !2490 2357,502 ­ 41 Bit in.. I T k Co . ., .. .t - �m ­ ''-- --- ­­ - Mill Elit - S.If­ GAL— S y 0 ­ - I o509 1.620 --- R -3 V 6 2 2331 2232501 510 ­ -------- Mi.k.- T 31 B Cocst c- TON 5�0 256 1 . 2. WC Pia S..., D 3006 . esign L.F 1 4 1 -- 250154 1 C 157 R P,p, Desi 30O6 LY 40 E. CB-1208 CIS i(12 _­-____ c St Sewer A_ ur. ... ec! es!S to Ling SD.SL EA 2; FA EA, — EA, ( /ID 12'RCP 05 01.602 - _ 259 IIi 5W Adj L V iS Box C2!�. Oruct 4. Did, Maphnie, 9�iiq- §ptc!W-11-- -- ­ I - - 2 2506508 _ onn ConstiuO 5 � D ia C,t,hb !q Sii.6 1 2 2506508 C'"t ... I Cotchbali Deng r 3 --EA -- - 5 nbii:iiil 2506. 115 cil.6 - 6 2 nh.l it .� t i q iu. Adj Fr-n d R 9 M ( bk I � _?506522 2506,522 d _ R n q - 1C Adj..t F q C. EA ii 765 R 1 l C­h- St t EA - Wolk _ SF . 1,600 C . C - SP­- I - Aeinto !ori�nutttc Cwbanq ciHic, ­- -­ - - -- - - L F 0 . ?6 ' 253 ­560 7 -67 "'He D"..." P­­t -C.. SF _160 0563,601 Tiolb, C-U.1 L ..p S ---- I P in; . I ..... q,(L I Anosi)P.int EA 4 - (Rt - k­ - s)P­. - nH 2 m;i P Me dfiiii663 4" Solid Lin. Whifii-P.mt 0564 603 12' Solid Lm. Point L F ... 479 0 56 L i(,-P - nt d in, Wh nm A56it 601 , ­­- ---- Width Solid Whi(ii-Point !---- Sir— S F 480 446 0564.603 - 4' ON Solid Line YiBlo.-Pin.t L F 81 2571,541 2V21303 9 ) 2"pLq.k Ties 6* de ......... _ _(_ qil!� 511 F.- F,- I 150 _P,eqj?eqddcT 92, Type Lq...,.Ah 3' WEs.il O'n-gy Wcnk- LF 15 SP -3 P.., In ,.d in E.CB-119 w Sum --- SP - -6 ­4 PE P-t-ted 0,.in Pip. F SP -7 I -, Ci ITcilri Pip. Structure Connec - Es EA PART 8: SANITARY SEWER - NONPARTICIPATING - j - 104501 Be..- 17" VCP 2104 509 R move M h ndc. tiog, -9 - - ­3 ­­ _Ek F F, 4 929 2553 WC 2503:511 -- i - O* PVC SDR-35 Pjp.,S­S1 166 2506508 Coinii,.�f Mo,h,i,, Des � t 7 _ �qn ,a EA 4 0506603 _ gi.. st­t.'s depth Bi­ EI. L F I - IT PV to E. T VSP Ltntp Stint 603 0501.602 0503602 liNp!-ed _Pip. inue--M 12'.4' PVC - Wye 1 - 4' PVC W L F FA, 500 _ W SDR-26 Provide ...' s I. ', fountain Lu S um 1 ME 41 111-- "It A -RF.URT ­1 LNU.— 491 1/7 ME 31 80ti— ONDER COURSE SURFACE DETAIL 2111 13.— — C­ 1 w00 TO 28+50 -Y ttPE 31 Bf1u4k+0u5 BASE COURSE 12' EXISTING ­5 5 "it-IE BASF, (NC" 1 15180 To 26125 � 0-� C.8 ­FFIR IMES — REE AS bsit IT PICN 4c �-- -I GE - 2 kOW 4 - 0 ?AOL A CH 11SH M GRADE AND OVERLAY MAT Miti. 1 3/4 ' DEEP At EO(,F Of GUTTER 3Y FRUM CkNIEHUNE AND TAPER TO O AT CENTERLINE OVERLAY WITH 2' Of TYPE 41 WEAR. 26+25 to 26+75 40' iS 1. 21' 25' to 15'-- J­ 20 _ . -__� - (/r DESIGN GRADE E XISTING .AICD " GRADE INSET A 7 :t�NIW R 101C1111 C111D 1, 1117111 35 FROM CENTERLINE, ELEVATION TO MATCH CURB ON SOUTH 24+89 to 26+25 ROW 40* F 35' ROW ll 25' 20' DESIGN GRADE Fz' - " XISHNG 8618 CONCREI E CURB & GUTTER INSET A - ZCL±PQ-- to 24+89 ROW 35, SG 35 ROW 15 20' STORM SEWER SCHEDULE AND ADJUSTMENT TABLE P hi RETOIAMIE Pc TER CASTING - 7 - Dc - P ­ T- - 1 ­­ REM ­1 kR 1 S — (B 10tH ON cBmH lo2 i AD F. MIT 103 R }067V 5 0' AD f C8,103. E. MIT 11 ON Ex MH-104 ADJUST AD - C8 164A 2�3 R-3067V 2 8 CC Ex CB - 105A ADjUST AND PLACE NEW CSI); AD CB - 1058 _ E. mli-lob 0; E. cH-107 Do Ex MH -108 E. 1 14A C8 114B AD E. MD ADJUST ck As is OF - Al E . I FDA 20 --- 3067V 3' fx C9-1198 5' - k _3 of cB- I loc 20 R-3601F --2 8' c( OFFSET To 24 RT I TO E. MH- 104 5 Is - I J. L I I IS Is IS :I TO E. Mki-I 10(2) (3)ADD NEW TOP SLAB & MH C ( I)REMOVE Ex CB AND IS'-12' RCP (S)CONSTRUCT NEW C8. CONNECT TO Ex MH -110 e/15­15' RCP (I)CIINIIRUCI 141W 411 ( 7)./25' -15" RCP DESIGN GRADE qw-l—Es 41N EXISTING ' 2341 Bituminous We,, C,.,,, TING I 8618 CONCRETE --6" 2211 C1111 5 100% (:,.Ihld Aqqleqltl 811e Course CURB & GUTTER Y INSET A TYPICAL —,SECTION — 6+50 f0 20 +00 hi,mlied .do- 1. be BITUMINOUS DRIVEWAYS ROW 40 ROW 1/2' b.- Sod - 5 1. T 51 1/1' pe, F­ (208%) ' 33 ' 26'- 16' t 'w Concrete 3149 G111.1,1 B,dd,.g Concrete Walk DESIGN GRADE (1-den- la ­11, 1/.-/F TYPICAL SECTION CONCRETE WALK NEW CURB EIEAHON TO MATCH IF 11151ING CURB 1111 NORTH, BASIS FOR ESTIMATED QUANTITIES CURB & GUTTER L I A A T.se 146 L b rCi 6 2+00 to 6+50 TYPE 31 81sl, 116 liil/l"/Sq Yd. t 37, 6.1 M.­..' TYPE 311 ffi d 110 Itis_/In/sq Yd, 5 4% 8H M we -1 ROW 40 k 33, ROW TYPE 41 Wc­ ilO LbsZI.I'q Yo 6 1% Bit M IS _ TYPE 61 W�Qf: 110 Lb,/t,/Sq Yd 6 17 Bit MIte-il STANDARD PLATES 25' T­' Co.[[[ 05Gq1ZS3__Yc1 1/­L /4 /FT NOTE ITEM NO REM U.-C ... to'L "PE . . . Mj t AND OVE RLAY I— , F R 1 I I 3 / 4 DELP AT EDGE Of GMIER 3­1 ­-T .n C ­ ADD TAPER 11) IF A( 1 7% ­11-L ... 10. 11vf CURB & GUHIR OVERLAY WITH 2' OF TYPE 41 WLAR _ 0_ - -46 Lo di ­­f It si-I I-, tis" P"11.1 "'i" "I", -in HAM 11111c HNII,Hlb ­RfA(A (0 HAVt A b (,HOWN AT OMEN CENURLINE 1 nF f U G 1 C 111.16 Ai Cnri ri i-n 0 IN 0 . ` ;i T, is 0 0 c in I W F- 0 0 LU Z z W LU 0- 0 T— w w 2 T8 i CBMH -) 12 5' R }067V 5 0' CONSI w JBIOCX OVER F. 4tC id E. MIT 11 ADJUST C. GR - 11 3A 3067V ADjUST AND PLACE NEW CSI); E., CB - 11 3B E. CB 113c ADJUST E. 1 14A C8 114B ADJUST ck As is I t E. 4 -- — t -- 6BMI I 15 5' - 5 - 9 - Es CEL- R 1642 59 RccoNSIFIUC1,32 .; CEI-116A 0,300V 2 6' r TO 6( 1 y"A E. CB- 117 o' RECONSTRUCT E. CB 118 4 — R 42 REMOVE z C -IIBA CB 2 R -3 V 6 2 10��111 TO I-C. E . CB -119 ADJUST, POUR EW I"VERT L. CB 120A -- R - 3067V __ ADJUST, AD NEW '. "IG E. CB-1208 OK AS IS ( /ID 12'RCP (2 -12 - RCP (3)ADD NEW TOP SLAB & MH C ( I)REMOVE Ex CB AND IS'-12' RCP (S)CONSTRUCT NEW C8. CONNECT TO Ex MH -110 e/15­15' RCP (I)CIINIIRUCI 141W 411 ( 7)./25' -15" RCP DESIGN GRADE qw-l—Es 41N EXISTING ' 2341 Bituminous We,, C,.,,, TING I 8618 CONCRETE --6" 2211 C1111 5 100% (:,.Ihld Aqqleqltl 811e Course CURB & GUTTER Y INSET A TYPICAL —,SECTION — 6+50 f0 20 +00 hi,mlied .do- 1. be BITUMINOUS DRIVEWAYS ROW 40 ROW 1/2' b.- Sod - 5 1. T 51 1/1' pe, F­ (208%) ' 33 ' 26'- 16' t 'w Concrete 3149 G111.1,1 B,dd,.g Concrete Walk DESIGN GRADE (1-den- la ­11, 1/.-/F TYPICAL SECTION CONCRETE WALK NEW CURB EIEAHON TO MATCH IF 11151ING CURB 1111 NORTH, BASIS FOR ESTIMATED QUANTITIES CURB & GUTTER L I A A T.se 146 L b rCi 6 2+00 to 6+50 TYPE 31 81sl, 116 liil/l"/Sq Yd. t 37, 6.1 M.­..' TYPE 311 ffi d 110 Itis_/In/sq Yd, 5 4% 8H M we -1 ROW 40 k 33, ROW TYPE 41 Wc­ ilO LbsZI.I'q Yo 6 1% Bit M IS _ TYPE 61 W�Qf: 110 Lb,/t,/Sq Yd 6 17 Bit MIte-il STANDARD PLATES 25' T­' Co.[[[ 05Gq1ZS3__Yc1 1/­L /4 /FT NOTE ITEM NO REM U.-C ... to'L "PE . . . Mj t AND OVE RLAY I— , F R 1 I I 3 / 4 DELP AT EDGE Of GMIER 3­1 ­-T .n C ­ ADD TAPER 11) IF A( 1 7% ­11-L ... 10. 11vf CURB & GUHIR OVERLAY WITH 2' OF TYPE 41 WLAR _ 0_ - -46 Lo di ­­f It si-I I-, tis" P"11.1 "'i" "I", -in HAM 11111c HNII,Hlb ­RfA(A (0 HAVt A b (,HOWN AT OMEN CENURLINE 1 nF f U G 1 C 111.16 Ai Cnri ri i-n 0 IN 0 . ` ;i T, is 0 0 c in I W F- 0 0 LU Z z W LU 0- 0 T— w w 2 T8 I — U WITH REINFORCED TOP SLAB Nrq of Di I p .1 C. u a . PAM 2 • 1. 1/2 1 1 . ...... T -1111 L " ; ' n c To a o c Fw I on born tuav TU— 11• Th 1 ELM '- th. h.d nsia<aul<0 < I.P.. N .... h 8198" pp h 1 21, N.— C. pf —.1 Th, tar out ,lam SEC LO Na S.� 6 2211 CWw 2 Aggf.gata 8.. .— ..... .... .... T., .1 T 0 b- Th. 5. 27 1 --h .- .,Ih t' I p­ ..... a ..... ft-h Iv revert h, � 2 6=— w. be groutaa __ ­hh— I' hh —w. 4 .1 d.pth great., t SECTIO •r1n 6<b' ID /1D mas0 Pouraa cone .M DESIGN SPECIAL 2 DESIGN SPECIAL 1 STORM SEWER MANHOLE CATCHRASIN MANHOLE WITH REINFORCED TOP SLAB Nrq of Di I p .1 C. 5 R— N b�C ' -c ISOMETRI ROUNDED DRIVEWAY SECIFON I.p c— SECTION 8 - 8 .1 d TAPERED DRIVEWAY SECTION , PMAL 5— — QESIGN -5 — M-At URTVLWAT Rit SICTIOH- I, H FIAN .—h III— —h. d ­ 0 u a . A= I a —d 1. 1/2 1 1 C., 0 " A - L " ; ' n c To a o c A TU— 11• Th 1 ELM '- < A L 1 21, N.— C. 2531 C— —.1, h — I. /10 — —h IT SEC LO Na S.� 6 2211 CWw 2 Aggf.gata 8.. .— Enron F. T., .1 5 R— N b�C ' -c ISOMETRI ROUNDED DRIVEWAY SECIFON I.p c— SECTION 8 - 8 .1 d TAPERED DRIVEWAY SECTION , PMAL 5— — QESIGN -5 — M-At URTVLWAT Rit SICTIOH- I, H FIAN .—h III— —h. d ­ 0 u a . A= I a —d 1. 1/2 1 1 T h.— 1, 9" 2 In lu1 J Ol a 9 yraa< 10' h­It.. —h " ; ' n c To a o c A TU— 11• Th 1 ELM '- < A 1 21, N.— C. . Th IT — QF5LCN A p.. d c.—• 1-- SECTIO DESIGN 5PECIAL, 3— CAICHBASIN .-oh, F.— EEL - QELAJL S PEC IAL PL DRAIN r1i E DESIGN SPECIAL_ 4 8618 AND 662 CURB & GUTTER CONSTRUCTION AT CATCH BASIN u a . A= I a —d 1. 1/2 1 1 o o P 71 nn c To a o c A TU— 11• Th 1 ELM '- < A -w ..... . —I t,. "h, - auto 6. ISOMETRIC — QF5LCN SPECLAI - I – 'd,IIIARI ' T., .1 T 0 SECTION A— h. 1• DESIGN SPECIAL_ 4 8618 AND 662 CURB & GUTTER CONSTRUCTION AT CATCH BASIN US 1L w z z Si w Lu 0 z ITT D W z C" m" u a . A= I a —d 1. 1/2 1 1 o o P 71 nn c To a o c IY TU— 11• Th 1 ELM '- < US 1L w z z Si w Lu 0 z ITT D W z C" m" A= I a —d P 71 nn b. —h ... Th. I.p I al Ina IY -w ..... . —I t,. "h, - auto 6. "LC110 — QF5LCN SPECLAI - I – 'd,IIIARI ' Mt` US 1L w z z Si w Lu 0 z ITT D W z C" m" iillh Of ? A P NO 1 +80 _— ? ,11 BEG. RECONSTRUCTION , ,I V . _ON O , j _�- k44- & REPLACE ¢m Z REMOVE k REPLACE - 6 n , O - O 0 - 46 I i N CURB AND GUTTER Of DWY APRON a - - - - -- I AD JUST CO TIN 8618 P B - INSTALL 17 'o O '. O BEGIN M.SAP. I I CONCRETE CURB or NEW WAII, - 782- t0/ -05 i0 �' CATCH k GUTTER / f 1D 1 ". 1 llli Slall N BASIN ,, / OFI DWY 9APRUN RIMOVI NET P 1- /_ O' __ 'ss� L -C PED RAMP 5 h Y 6 ROW KEN -- E_E RAIN IuT - + \ A : . (O It0702 •' rt- 1 — _ r — ^ /tF��J 4- 4fr_I s_LtflO ce MILL AND OVERLAY �°d 104 loi 105 c REMOVE k REPLACE RESET o i I CURB AND CUTTER iob i S CTIO089B M 1. G TOM24'R +o M cn n m V 1 LOB cn G^ b W U D Q 2+7 10_ +9D souTH ;is54.1B'B I I I z . O REMOVE AND REPLACE INSTALL NEW CATCHRASN i (50) (5) i ; (NJ) (48) CURB AND GUTTER CONNtCT TO EK. Mil 1 W ADD Cl 5 AS NECESSARY STRUCTURE DEPTH =2 8 MILL AND OVERLAY AREA. TO RAISE CRADE ELOWLINE ELEV.=897.5 p C Tj - 'N C t EXISTNG CURB ON NORTH SIDE z:X 0 49th AVENUE NORTH 9201 _ ( I -. I I PVT - 2T50 ELEV. 910.90 L ®j 100 PVI I I ELE = 9x]0' = fi95.20 0 I M = -005 ( I 1 0979 _ ... -" -- 900 ' 18g i - r0.i3 4X y I 910 _M — Z ! s 1 880 W a. a 900 1 -- 13901 i i j . 880 I j ' I I j 870 1 ( 870 11J 860 A m -n-l- �1 _I�12, z 1 0 1 2 3 4 5 4 �t yp5yp 8 F 3 L R Y Y T a sa 6.5 S N a u 0 j oo ° cm wo:aa 1920 EI EV. = 894.50 L = 300' 45 i M 1.' I j _ I i 910 I - 0397. PVI I I ELE = 9x]0' = fi95.20 0 I M = -005 ( I 1 0979 PVI It i a 50 I I ! ELEV 691.45 i M !0. _ - 09?9 I 900 ' 18g o (n d W z —< 0 Z ! s 1 880 W a. a 870 11J z 1 860 I 6 7 8 9 10 11 12 13 4 8 N41fr. - -_ -_. _. R d M VE EXISTING L �. BOULEVARD SPRINKLER SYSTEMS CONCRETE CURB k GUTIEk LOCATED THROUGHOUT PROJECT. INSIALL" NEW 8618 COLIC L&C AS UIRECtLO PROTECTION AND REPAIR INCIDENTAL 5 10 CURB AND WALK CONSTRUCTION. i a REMOVE R 1 REMOVE E XiSHNG CONCRUIE LT (21OSqft DRIVE WAY REPLACE AS DIRECTED II REMOVE AND RI PLACE WALK AS DIRECTED INSTALL NEW C8 r j I I I I - INSTALL PEDESTRIAN RAMPS PLACE 25' -1t' RCP it ca CL 5 10 NEW MIT "- ' I iig� "IRANSPINJT EXISTING 8618 SFRULIORE DEPTH =28' � I 6` 1 70 CON<;RE1E FLOW LINE =899 6 1 31' LEFT CURB k GUI NN REMOVE EX CB I j Ib. - 2or /5 REMOVE k REPLACE AND INSTALL MH i ENO MS A P 260 SF. CO r .w STRUCTURE U PITT -40 181 IU/ iI - ` I10 LIC UW J ADJt1Si f XISIIN f)w �Ca 4 C C Ii CAILH BASIN ff SpT .L tI SA 1 3 11 J LOX __ __ __ _ _ ♦ GRAIN is 20R r t10D itOA 1108 L •. - ) 1. P I ,.,,. b ' ._ -. t �.. _.. _ .. la Q - -- ao 1 T r TILE 7oA -I _ I � s 4 PE DRAIN 111E l L- C1 i 2 ` I 1, SC YY III - - RE L LIT L ADJUST LATCH 1 I CATCH SI c - t2 }' j ' 111 RASIN PLACE NEW 1 I �I Z IIaB 115 i16 it ! i ` RELOCATE HYDRANT 120a . l I iI< R306N CStG. I i I' v I RECONSIRUCT EX. 1 I I TO 0 25+58, 28Y STRUC LIRE. PLACE 11 C i S A Ga I REMOVE k REPLACEII NEW St AB CATCHBASIN. PLC t O I d NFW R16428 lUP CSTG. h I 1 1 6. ti I j Z S NEW R3067 -V CSTG y ( �' STRUCTURE DEPTH =5.9' i1 I i 1c '3� y STRUCTURE DEPTH=3.3' 32ttv:CB li j "iIi L 3 E G I FLOW TINE >893.35 CONSTRUCT COO CHMH -112 I I II IIi I j N G OVER E. PIPE S'E v it (n I iII v SIRUCTURE DEPFH =50' ; I lil TRU C Ct H -11S G I' W i Q fIOW LINE -895.3 CONS OVfR Ex. 4B' PIPE. 00 �1 ' I I > _ o 1 I �I STRUCTURE DEPIETI 8' j (� FLOW LINE -899.1 1 ' MANHOLE AND VALVE LOCATIONS - fr J129D.15.8 SHOWN IN GENERAL. IOCAIION ONLY, MILL AND 0`rf RIAY AREA i 6 CONSTRUCT Ca -110C CONTRACTOR SHALL HE OUT AIL STRUCTURE DE'P[H -2.8' STRUCTURES BEFORE LOWERING. FLOW IINE-923.25 Su p 00 CONNECT t0 E. MH -110 T ..J WITH 14-12 RCP Scots �n t.el 49th AVENUE NORTH 0 d U ( G U j .. 0. 0 0 C I ( I I i I i m¢aa 1 i I I CONNECT TD EX. 26400 ( ( I I CONC AT 3 - 2 I 1 t I I L .. �9 0 910 QQ Sao PI ;22ti00 L ` X . 1 ... 1 E EV - 98.15 r L �I150' ( i I PVT Iua00 M - 004' 9 f— 900 _ ELEV — 893.87 I ' .. - i - I _ 0.7 -'-- -- _ 1 " -._ [- - 0 I i i , 0 _ _._ 50' u 0.03 0 .54x W Q p i 890 Z E D 890 -- -- -- ( — I - - DESIGN I 21 _ I z LL � 5 I I i kOW 900.07 i 1 W 7 ! 1 27 _ . _. .880 870 - I y , o 870 - - 1 I 860 8601 I v , 14 15 16 17 18 _ -- - _19 -_ _ 20 _- _ 21 22 23 24 25 26 27 N F4 ! . -A PROVI WATER SERVICE TO _.. I - -- - I E X. FOUNTAIN VERIFY LOCATION CONNECT TO EX WATER FOUNTAIN PvI I' TYPE K COPPER WATER SERVICE DR-NN VALVE W/ AGG. DRAW I' CURB Slop AND BOX I I CORPORATION STOP 920 910 0 t O IBM:< -- - - - - - - - - -- — — ------------------------ tr-- — lif - ' ET ME" -2 T -T 1 Ii RESET VALVE BOX tip rt II 898 150 1' E� MI-1- 4 899 53 RIM MH- 6 < 900 L IT 1 895 F. H 3, 8 M Q-Ei, RE. M 0 04 99 5 7 5% 8 9 - 0 1 EXIS]ING B618 CONCRETE CURB & CUTTER E. 1,11# NQIL E )STING SEWER TO REMAIN IN SERVICE DURING GO SIRUCTION CONTRACTOR TO PROVIDE BYPASS PUMPIN AS NECESSARY REMOVAL OF AND CONNECTION TO EXISTING 4' CISP SE SHALL BE INCIDENTAL To NEW 4pVC SFRVICE PIPE till 0 0 DO 21,.75 END - M S A P 182-101-05 I 'IT tILADI RELOCATE HYDRANT TO 2 5T38. 28L o 1. 1- 49th AVENUE NORTH U as 920 ! . -A _.. I - -- - I i PvI 1 2200 - I 920 910 0 t O IBM:< 910 PM !Ft,00 I Fv L 898 150 1' E� MI-1- 4 899 53 RIM MH- 6 < 900 L IT 1 895 F. H 3, 8 M Q-Ei, RE. M 0 04 99 5 7 5% 8 9 - 0 1 RIM Rim 899 6-DES RIM goo 895 Rl.i 1 Rlm ELlS 1B i +054Z � DES R. 89 73-D ES. Him CONNECT 10 ' RJC TO F. 9 VS 0 O 890 ji. - V Y�P W cc z 234 5 12' PVC 022% 'K.11-12 PVC Too 100'-10 PV a 1 ,9% 890 I Ill IVI a 22% 12-11 PVC .221 880 9 880 a- < I i I i mlm T— 870 870 W Z 860 860 2 r L.. i - " Z T 3 Z v 0 N 1f� 10 +00 TO I1 +00 k AND _$t25.1222_L54. 191_ —1 1 tw_i4_12t14 -� SOLID WHITE i DOUBLE YELLOW ING 8618 REIE CURB LI, I , INSTALL 24' STOP ' 4 SOLID WHITE BARS AS DIRECTED. 1 E — — .0 w z _._�.. -- - -- - -�— -- _ _ __ -. • __- J ___ __ _ ._. . _ _ . - . __— TJ INSTALL 17 STOP Q I Z BAR AS DIRECTED. O cC O ta. c i I 49th AVENUE NORTH S1125_�22tSt4. -19'1 /' SOLID WHITE 4' SOLID WHHE I I 1 1 4.Op 1! 00 • 16 <00 1>�QD 18 +00 2�+W 3 —1 — • — 1 — — t —1 � — i— 1— —t •— 1 — I CONCRETE 8618 CONCRETE CURB d: GUTTER- I ' INSTALL 24" STOP BARS k 1 ! 1 CROSS WALKS AS - DIRECTED. i - t- i- 1 p 10.00 1 p }9x_ 14.22354. 4" DOUB Y ELLO W 4 BROKEN YELLOW _ - 4' BROKEN YELLOW q' DOUBLE YELLOW I y Q I i p, __1,!354 i LID W HITE c a• soup WHITE o � �I GO 49th AVENUE NORTH NQIE; i. PAVEMENT MARKING TO BE REVIEWED WITH ENCINELR AND `c'8 1 a. CITY STREET SUPERINTENDENT PRIOR TO INSTALLATION - n 2. SKIP LINES SHALL BE APPLIED AT LENGIHS UE 10 LEFT SEPARATED BY CAPS OF 30 FEET. METHOD Of MEASURLMENI 5 ; FOR BROKEN LINE WILL INCLUDE ONLY THE ACTUAL LENGTH OF LINE MARKED AND WILL NOT INCLUDE THE GAP BETWEEN S BROKEN LINES. a a ]. BREAK CENTERLINE SKIP LINE At ALL CITY SIDE STREETS ^ } 4. CONTRACTOR SHALL USE STRINGLINE TO GUIDE ALL LONGITUDINAL z PAVEMENI MARKING INSTALLATION FACE OF CURB SHALL BE USED AS HORIZONTAL CONTROL. 5. TEMPORARY MARKINGS TO BE APPLIED BETWEEN BITUMINOUS LIFTS AS DIRECTED BY ENGINEER. p b O I C u U 0 253.)9_S225t75 O 0 c _12.L 4" SOLID WHITE m IL Q Q - - I mw m� :ZIP N 6 ' � n 26+I5 1 - Y END MSA.P. 1 2Ok �n r 182_10 / -OS —_ 00 16 OU 2 fK1 Q ---- 0 �L__ — =_ — - _J L _ I W Z O z i W F i .25324.1 Z � I 4 DOUE YELLOW uj Q N O Z W Z o WITH MnDOT TRAFFIC ENGINEERING MANUAL FIGURE 6 2/ AND AS APPROVED BY CITY STREET DEPARTMENT CROSS WALKS SHALL INCLUDE 1Y TRANSVERSE LINES. NOTES: I . DEVICES AND LOCATIONS SHOWN ARE MINIMUM REQUIRED, ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DEPENDING UPON CONSTRUCTION SCHEDULING AND PRACTICES. 2. THE EXACT LOCATION OF THE TRAFFIC CONTROL DEVICES SHALL BE REVIEWED BY THE ENGINEER AND THE CITY PRIOR TO INSTALLATION, 3. THE CONTRACTOR SHALL ADJUST AND CLEAN ANY TRAFFIC CONTROL DEVICES AS REQUESTED BY THE ENGINEER. 4. TYPE III BARRICADE PLACEMENT SHALL ALLOW FOR LOCAL TRAFFIC ACCESS. S. ALL LANE CLOSURES, DETOURS AND ADVANCED WARNING SIGNS SHALL BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPENDIX 8 OF THE MMUTCD, DATED MARCH 1990. 6. SEE SPECIAL PROVISIONS FOR SPECIFIC DETAILS PERTAINING TO REQUIRED ACCESS TO HOMES AND BUSINESSES. 7. THROUGH TRAFFIC TO BE MAINTAINED ON BOONE AVENUE. B. TEMPORARY DETOUR FOR 49th AVENUE NO, EAST OF BOONE AVENUE TO BE PROVIDED AS SHOWN WITH DASHED INDICATIONS. ) REF. DEVICE M O, SIZE QUAN, REF, DEVICE MNO 0 SIZE QUAN. O flOAD WORK AHEAD W20 -4 (38) 3 O * M4 -9T (36 I flOAD O � awRw�oE 2 8 FEEL 6 2O CLOSED W20 -3 {36'j ♦ WIDE AHEAD D=On15 Rwo nDSED Rtl -4 (60'x30r) 3 O � o M4 -lOL (48x18') 1 ® M4 -IOR (18x18) 2 10 a91n AvE N� 5 C (30 "x9') 10 O y M4 -9R (30'x24') 6 6 0R C N ORANGE © 41e M4 -9L (30"x21) 3 0 -46. BEG. M.S.A.P (�0 0, L __. t 1 _ 11 L i i I / ae slx K x4 -1 -., lI 102 I 1 126 ±75 END M.S.p r I 182 - 107 -05 L 11 = 7 7 1 r - . - - I r -- _ TRAFFIC CONTROL PLAN 0 1000 2000 SCALE IN FEET �J Sonestroo J1 Rosen NCO Anderilk & " Associates Project Name 49th Avenue North Utility & Street Improvements Project No. 470 File No. 34126 Bid Opening 10:30 a.m., C.D.S.T., Friday, July 19, 1991 Owner New Hope, MN DV� & Archf� R. Pa W, Min -U BID TABULATION Tabulation of Five Low Bids of Seven Receiv]. Bid No. 1 GMH Asphalt Corp. No. Item Unit Qty Part 1 - 49th Ave. North 3.00 4,800.00 Participating 3,680.00 6.60 2104,501 Remove concrete curb LF 1,600 2104.501 Remove 12" or 15" RCP LF 15 2104.505 Remove bituminous surface (P) SY 11,000 2104.509 Remove concrete walk SF 1,700 2104.509 Remove concrete driveway SF 1,015 2104.509 Remove manhole or catchbasin EA 2 Unit Price Total 1.50 2,400.00 6.50 97.50 1.70 18,700.00 1.00 1,700.00 1.00 1,015.00 265.00 530.00 Bid No. 2 Bid No. 3 Hardrives, Inc. Valley Paving, Inc. Unit Unit Price Total Price Total Bid No. 4 Bid No. 5 Alber Const., Inc. Northwest Asphalt Inc. Unit Unit Price Total Price Total 2.00 3,200.00 2.70 4,320.00 3.00 4,800.00 2.30 3,680.00 6.60 99.00 7.00 105.00 5.50 82.50 13.55 203.25 1.50 16,500.00 1.35 14,850.00 1.10 12,100.00 1.60 17,600.00 0.50 850.00 0.70 1,190.00 0.50 850.00 0.65 1,105.00 1.05 1,065.75 0.85 862.75 0.75 761.25 1.10 1,11660 275.00 550.00 265.00 530.00 80.00 160.00 245.00 490.00 34126.TAB BT-1 Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 GMH Asphalt Corp. Hardrives, Inc. Valley Paving, Inc. Alber Const., Inc. No. Item Unit Unit Unit Unit Unit Qty Price Total Price Total Price Total Price Total Bid No. 5 Northwest Asphalt Inc. Unit Price Total 2104.523 Salvage casting EA 5 72.00 360.00 77.00 385.00 80.00 400.00 25.00 125.00 75.00 375.00 0104.602 Relocate hydrant @ 25 + 34 LS 1 975.00 975.00 1,045.00 1,045.00 1,100.00 1,100.00 1,100.00 1,100.00 1,350.00 1,350.00 2105.501 Common excavation for turn lane at Boone Ave. LS 1 1,000.00 1,000.00 1,500.00 1,500.00 5,500.00 5,500.00 1,500.00 1,500.00 3,900.00 3,900.00 2105.507 Subgrade excavation CY 950 4.00 3,800.00 5.00 4,750.00 6.50 6,175.00 12.00 11,400.00 5.50 5,225.00 2105.525 Topsoil borrow (CV) CY 50 8.00 400.00 9.00 450.00 10.00 500.00 12.30 615.00 15.00 750.00 2211.501 Aggregate base, Cl. 5, 100% crushed TN 5,200 7.10 36,920.00 6.00 31,200.00 7.15 37,180.00 8.00 41,600.00 6.60 34,320.00 2112.000 Subgrade and ex. aggr. base preparation LS 1 2,500.00 2,500.00 14,000.00 14,000.00 5,200.00 5,200.00 20, .00 20,000.00 15,600.00 15,600.00 2331.504 Bituminous material for mixture TN 275 117.00 32,175.00 129.00 35,475.00 118.00 32,450.00 125.00 34,375.00 120.00 33,000.00 2331.514 Type 31 base course mixture TN 1,900 12.50 23,750.00 11.70 22,230.00 1185 24,415.00 11.50 21,850.00 12.40 23,560.00 2331.508 Type 41 wearing course mixture TN 1,400 13.65 19,110.00 13.25 18,550.00 14.20 19,880.00 13.25 18,550.00 13.60 19,040.00 2357.502 Bituminous material for tack coat GL 1,500 1.00 1,500.00 1.00 1,500.00 1.30 1,950.00 1.10 1,650.00 1.00 1,500.00 34126.TAB BT -2 No. Item 2232.501 Mill bituminous surface 2331.510 Type 31 binder course mixture 2503.541 12" RC pipe sewer, Design 3006 2503.541 15" RC pipe sewer, Design 3006 0503.602 Connect storm sewer to existing structure 0504.602 Adjust valve box 2506.508 Construct 4' dia. manhole, Design Special 1 2506.508 Construct 4' dia. catchbasin manhole, Design Special 2 2506.508 Construct catchbasin, Design Special 3 Bid No. 1 Bid No. 2 Bid No. 3 GMH Asphalt Corp. Hardrives, Inc. Valley Paving, Inc. Unit Unit Unit Unit qty Price Total Price Total Price Total Bid No. 4 Bid No. 5 Aiber Const., Inc. Northwest Asphalt Inc. Unit Unit Price Total Price Total SY 1,620 1.20 1,944.00 1.50 2,430.00 2.35 3,807.00 2.00 3,240.00 2.00 3,240.00 TN 1,550 12.50 19,375.00 11.70 18,135.00 12.85 19,917.50 11.70 18,135.00 12.40 19,220.00 LF 24 29.50 708.00 31.00 744.00 28.50 684A0 20.55 493.20 34.00 816.00 LF 65 25.25 1,641.25 26.50 1,722.50 24.60 1,599.00 22.05 1,433.25 36.00 2,340.00 EA 3 370.00 1,110.00 385.00 1,155.00 375.00 1,125.00 460.00 1,380.00 245.00 735.00 EA 9 90.00 810.00 88.00 792.00 85.00 765.00 80.00 720.00 110.00 990.00 EA 1 1,155.00 1,155.00 1,205.00 1,205.00 1,200.00 1,200.00 875.00 875.00 1,300.00 1,300.00 EA 2 910.00 1,820.00 950.00 1,900.00 925.00 1,850.00 875.00 1,750.00 1,380.00 2,760.00 EA 5 775.00 3,875.00 810.00 4,050.00 770.00 3,850.00 675.00 3,375.00 1,150.00 5,750.00 34126.TAB BT -3 No. Item 2506.516 Casting assembly, R -1642B 2506.516 Casting assembly, R -3067V 2506.522 Adjust frame and ring casting (manhole) 2506.522 Adjust frame and ring casting (catchbasin) 0506.602 Reconstruct existing structure 2521.501 4' concrete walk 2531.501 Concrete curb and gutter, Design B618 SP -3 Reinforcing for concrete curb and gutter 2531.507 6" concrete driveway pavement Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 GMH Asphalt Corp. Hardrives, Inc. Valley Paving, Inc. Alber Const., Inc. Northwest Asphalt 135.00 135.00 EA 2 Inc. Unit Unit Unit Unit Unit Unit Qty Price Total Price Total Price Total Price Total Price Total EA 1 250.00 250.00 260.00 260.00 250.00 250.00 200.00 200.00 135.00 135.00 EA 2 340.00 680.00 345.00 690.00 320.00 640.00 300.00 600.00 225.00 450.00 EA 16 130.00 2,080.00 150.00 2,400.00 155.00 2,480.00 110.00 1,760.00 150.00 2,400.00 EA 14 60.00 840.00 15.00 210.00 70.00 980.00 60.00 840.00 60.00 840.00 EA 1 785.00 785.00 825.00 825.00 900.00 900.00 600.00 600.00 1,060.00 1,060.00 SF 1,600 1.60 2,560.00 2.00 3,200.00 1.85 2,960.00 2.25 3,600.00 1.90 3,040.00 LF 1,100 8.75 9,625.00 7.50 8,250.00 7.00 7,700.00 7.60 8,360.00 7.35 8,085.00 LF 960 0.55 528.00 030 67100 0.75 720.00 SF 960 2.40 2,304.00 2.75 2,640.00 2.60 2,496.00 0.65 624.00 2.75 2,640.00 0.42 403.20 2.20 2,112.00 34126.TAB BT-4 No. Item Unit 9-11 SP-8 Z' thick bit. patch (driveway) SF 0563.601 Traffic control LS 0564.602 Pavt message (It. arrow) paint EA 0564.602 Pavt message (rt. arrow) paint EA 0564.602 Pavt message (left-thru arrow)paint EA 0564.603 4!' solid line white-paint LF 0564.603 12" solid line white paint LF 0564.603 24" solid line white-paint LF 0564.603 Variable width solid white-paint 6,500.00 for cross walks SF 0564.603 4" broken line yellow-paint LF 0564,603 4y'dbl. solid line yellow-paint LF 2571.541 Transplant tree (72'dia. spade) EA Bid No. 1 Bid No. 2 GMH Asphalt Corp. Hardrives, Inc. Unit unit Price Total Price Bid No. 3 Valley Paving, Inc. Unit Total Price Total Bid No. 4 Bid No. 5 Alber Const., Inc. Northwest Asphalt Inc. Unit Unit Price Total Price Total 100 1.50 150.00 5.00 500.00 4.50 450.00 10.00 1,000.00 5.00 500.00 1 2,000.00 2,000.00 7,000.00 7,000.00 6,500.00 6,500.00 6,500.00 6,500.00 10,000.00 10,000.00 4 25.00 100.00 22.00 88.00 55.00 220.00 21.40 85.60 19.00 76.00 2 22.00 44.00 22.00 44.00 55.00 110.00 21.40 42.80 19.00 38.00 2 22.00 44.00 44.00 88.00 110.00 220.00 42.80 85.60 25.00 50.00 1,880 0.24 451.20 0.26 488.80 0.29 545.20 0.25 470.00 0.13 244.40 470 0.80 376.00 0.85 399.50 022 103.40 0.80 376.00 0.30 141.00 344 1.10 378,40 1.10 378.40 0A7 161.68 1.05 361.20 0.52 178.88 490 0.80 394.00 0.85 408.00 0.80 394.00 0.90 384.00 0.52 249.60 1,140 0.24 273.60 0.26 296.40 0.29 330.60 0.25 285.00 0.13 148.20 835 0.48 400.80 0.51 425.85 0.56 467.60 0.49 409.15 020 167.00 1 150.00 150.00 350.00 350.00 320.00 320.00 200.00 200.00 300.00 300.00 34126.TAB BT-5 Bid No. 1 Bid No. 2 GMH Asphalt Corp. Hardrives, Inc. Unit Unit No- Item unit 911 Price Total Price Total Bid No. 3 Valley Paving, Inc. Unit Price Total Bid No. 4 Bid No. 5 Alber Const., Inc. Northwest Asphalt Inc. Unit unit Price Total Price Total 2573.503 Silt fence, preassembled LF 150 2.00 300.00 3.00 450.00 3.20 480.00 2.50 375.00 8.50 1,275.00 2575.505 Sodding, type lawn with 3" existing topsoil SY 900 1.50 1,350.00 3.00 2,700.00 2.70 2,430.00 2.70 2,430.00 3.00 2,700.00 SP-2 Sawcut concrete driveway or walk LF 155 6.00 930.00 5.00 775.00 6.00 930.00 4.00 620.00 4.00 620.00 SP-3 Pour invert in ExC13-119 LS 1 200.00 200.00 205.00 205.00 250.00 250.00 200.00 200.00 500.00 500.00 SP-6 4" PE perforated drain pipe LF 460 4.60 2,116.00 5.00 2,300.00 7.50 3,450.00 8.05 3,703.00 9.00 4,140.00 SP-7 Connect 4" drain pipe to ex. structure EA 8 75.00 600.00 200.00 1,600.00 150.00 1,200.00 110.00 880.00 75.00 600,00 Total Part 1 - 49th Ave. North Participating $209,27035 $223,127.20 $229,083.73 $240,551.55 $240,419.03 34126.TAB BT-6 No. Item Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 GMH Asphalt Corp. Hardrives, Inc. Valley Paving, Inc. Alber Const., Inc. Unit Unit Unit Unit Unit QIX Price Total Price Total Price Total Price Part 2 - Sanitary Sewer 3.15 Nonparticipating 3.30 2104.501 Remove 12" clay pipe LF 2104.509 Remove manhole and casting EA 2503.511 12I PVC, SDR-35, pipe sewer LF 2503.511 10" PVC, SDR-35, pipe sewer LF 2506.508 Construct manhole, Design Special 7 EA 0506.603 4" dia. structure depth greater 2,000.00 than 8' LF SP-4 Connect 10" PVC to ex. 9" clay pipe LS 0503.603 Improved pipe foundation per 6" 980.00 depth increment LF 0503.602 12'x 4" PVC wye EA Total Bid No. 5 Northwest Asphalt Inc. Unit Price Total 929 3.15 2,926.35 3.30 3,065.70 3.50 3,25150 6.00 5,574.00 620 5,759.80 4 480.00 1,920.00 500.00 2,000.00 475.00 1,900.00 215.00 860.00 245.00 980.00 929 3435 32,282.75 36.30 33,722.70 34.65 32,189.85 26.75 24,850.75 29.75 27,637.75 100 34.75 3,475.00 36.30 3,630.00 34.65 3,465.00 25.70 2,570.00 26.35 2,635.00 4 1,200.00 4,800.00 1,250.00 5,000.00 1,200.00 4,800.00 965.00 3,860.00 1,165.00 4,660.00 1.5 65.00 97.50 66.00 99.00 68.00 102.00 100.00 150.00 75.00 112.50 1 790.00 790.00 825.00 825.00 825.00 825.00 310.00 310.00 285.00 285.00 500 2,60 1,300.00 2.75 1,375.00 2.85 1,425.00 2.70 1,350.00 2.75 1,375.00 18 125.00 2,250.00 132.00 2,376.00 135.00 2,430.00 175.00 3,150.00 158.00 2,844.00 34126.TAB BT-7 Bid No. L Bid No. 2 GMH Asphalt Corp. Hardrives, Inc. Unit Unit Unit No. Item Unit Qty Price Total Price Total Price Total Unit Unit Price Total Price Total 0503.602 10" x 4" PVC wye EA 2 125.00 250.00 132.00 264.00 125.00 250.00 160.00 320.00 140.00 280.00 0503.511 4" PVC SDR -26 LF 150 28.50 4,275.00 30.00 4,500.00 28.00 4,200.00 21.50 3,225.00 25.30 3,795.00 SP -5 Provide water service to existing fountain LS 1 1,265.00 1,265.00 1,200.00 1,200.00 1,500.00 1,500.00 1,100.00 1,100.00 1,200.00 1,200.00 Total Part 2 - Sanitary Sewer Nonparticipating $55,631.60 $58,057.40 $56,33835 $47,319.75 $51,564.05 34126.TAB BT-8 Bid No. 3 Bid No. 4 Bid No. 5 Valley Paving, Inc. Aiber Const., Inc. Northwest Asphalt ` Inc. 34126.TAB BT-9 Bid No.1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 Bid Bond, Five Percent Five Percent Five Percent Five Percent Five Percent Cert. check, Cash deposit Firm GMH Asphalt Corp. Hardrives, Inc. Valley Paving, Inc. Alber Const., Inc. Northwest Asphalt, Inc. By Gary Harms Stanly M. Hemphill Douglas G. Vetter Timothy Alber Donald B. Pfeiffer 'title Vice President Project Manager Division Manager President Secretary /Treasurer Address 17018 Saddlewood Tr. 9724 10th Avenue N. 4105 85th Avenue N. P.G. Box 365 1451 Co. Rd. 18 Bldg. B, Ste. 103 City, state, Minnetonka, Minnesota Plymouth, Minnesota Brooklyn Park, Minnesota Osseo, Minnesota Shakopee, Minnesota Zip Code 55345 55441 55443 55369 55379 Telephone 935 -6840 None Given (612) 425 -2988 424- 8988 445 -1003 Fax No. 935 -6071 None Given (612) 425 -13 424- 8973 445 -1056 34126.TAB BT-9 Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. Mark R. Rolfs, P.E. Rene C. Piumart, A.I.A. Robert W. Rosene, PE. Richard W. Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P. Joseph C. Anderlik, P.E. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Pertzsch, P.E. Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Howard A. Sanford PE, Cecilio Olivier, P.E. Richard E. Turner, P.E. Mark A. Hanson, P.E. Daniel J. Edgerton, P.E. Robert R. Dreblow, P.E. Glenn R. Cook, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W Morien, P.E. Thomas E. Noyes, P.E. Michael T. Rautmann, PE. Philip J. Caswell, P.E. Karen L. Wiemeri, P.E. Robert G. Schunicht, P.E. Robert R. Pfeffede, P.E. Ismael Martinez, PE. Keith R. Yapp, P.E. Susan M. Eber.in, C.P.A. David O. Loskota, P.E. Mark D. Wallis, PE. Charles A. Erickson Thomas W. Peterson. P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary E Rylandec P.E. Harlan M. Olson James R. Maland. P.E. Miles S. Jensen, P.E. Kenneth P. Anderson, P. E. L. Phillip Gravel III, P.E. July 22, 1991 City of New Hope 4401 Xylon Ave. N. New Hope, MN 55428 Attn: Mr. Daniel Donahue Re: 49th Avenue North Street & Utility Improvements Project No. 470 Our File No. 34126 Dear Dan, Bids were received on Friday, July 19, 1991 for the above project. The low bid of the seven bids submitted was from GMH Asphal` Corporation for $264,902.35. Listed below is the low bid compared to the amount estimated in the preliminary report and the engineer's estimate: Estirnated Amount Engineer's Prel. Report Estimate Low Bid Street $149,400 $175,000 $175,900.75 Sanitary Sewer NLA _ - 85 3 0 00 84 001.60 � TOTAL $149,400 $260 ,OOO $264,90235 Amount includes $33,370 for additional gravel and excavation which is eligible for State Aid reimbursement. As noted, the low bid exceeds the amount estimated in the preliminary report for street. The cost increase ($26,000) is due to a slight increase in bituminous thickness and additional removal and replacement of concrete curb and sidewalk from that estimated in the preliminary report. In addition, during the preparation of the plans and specifications, the existing sanitary sewer in 49th Avenue was televised and surveyed. It was found that the existing manholes and sewer lines in Boone Avenue had back fa!' (0.5') and the line to the west was out of align and leaking. Therefore, after further review with Public Works and the on -going maintenance required for this sewer due to its condition, it was determined that the existing sewer in 49th Avenue be Page 1. 34126.cor 2335 West Highway 36 * St. Paul, Minnesota 55113 * r0 City of New Hope New Hope, MN Re: File No. 34126 July 22, 1991 reconstructed and upgraded to a larger diameter (9" to 12 ") due to the flatter grades. The City has had sewer backups in this area to the extent that claims have been submitted. The reconstruction of the sanitary sewer includes 1,130' of new sewer. The low bid including a new 12" thick Class 5 aggregate base is $89,000.60. The plan has been approved by the State Aid Office. The sanitary sewer portion ($55,631.60) is not eligible for State Aid reimbursement, however, all remaining costs are eligible. The amount to be assessed is based on the same equivalent assessment rates determined by the project costs for the project presently under construction with C.S. McCrossan. The costs not to be assessed will be the responsibility of State Aid. Therefore, the bid amount for this project does not impact the assessment rate for Project No. 470. We recommend award of this contract to GMH Asphalt Corporation with a total base bid of $264,902.35. If you have any questions, please feel free to contact me at this office. Yours very truly, BOaHanson OSENE, ANDERLIK & ASSOCIATES, INC. Ma MAH:li Page 2. 34126.cor Otto G. Bonestroo, P.E. Robert W. Rosen, P.E. Joseph C. Anderlik, P.E. Marvin L. Sorvala, P.E. Richard E. Turner, P.E. Glenn R. Cook, P.E. Thomas E. Noyes, P.E. Robert G. Schunicht, P.E. Susan M. Eberlin, C.P.A. Engineers & Architects July 25, 1991 Keith A. Gordon, P.E. Mark R. Rolls, P.E. Rene C. Plumart, A.I.A. Richard W Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Pertzsch, P.E. Jerry A. Bourdon, P.E. Howard A. Sanford, P.E. Cecilio Olivier, P.E. Mark A. Hanson, P.E. Daniel J. Edgerton, P.E. Robert R. Dreblow, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W Morien, P.E. Michael T. Rautmann, P.E. Philip J. Caswell, PE. Karen L. Wiemeri, P.E. Robert R. Pfefferle, P.E. Ismael Martinez, P.E. Keith R. Yapp, P.E. David O. Loskota, P.E. Mark D. Wallis, P.E. Charles A. Erickson Thomas W Peterson, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary F. Rylander, PE. Harlan M. Olson James R. Maland, P.E. Miles B. Jensen, P.E. Kenneth P. Anderson, P.E. L. Phillip Gravel III, P.E. GMH Asphalt Corporation 17018 Saddlewood Trail Minnetonka, MN 55345 Re: City of New Hope 49th Avenue N. Our File No. 34126 Gentlemen: Enclosed are five (5) copies of the contract documents between you and the City of New Hope covering the above referenced project. Please have your bonding company complete pages 51 through 61 of the Conditions of the Contract. The insurance and indemnity requirements, of pages 13, 14, 15, & 16 shall be provided. After the bonding company has completed the documents, forward them to Mr. Steve Sondrall, Attorney -at -Law, 3811 Y. Broadway„ Robbinsdale, MN 55422 who will review them for the City of New Hope. After the necessary City officials have signed the contracts you will be sent two copies, one for your file and one for your bonding company. One copy will be retained by the City for their file, and one will be sent to us for our file. Upon receipt of a signed contract and a filed Certificate of Insurance, approved by the City Attorney, a pre - construction conference will be scheduled with you and the City to review the project. After the pre- construction conference, you will be issued a notice to proceed with the work as outlined in the plans and specifications. Yours very truly, BONE TR00, ROS NE, " A�NDERLIK & ASSOCIATES, INC. Mar Hanson MH:lk Enclosures: 5 cc: V16ity of New Hope Mr. Steve Sondrall, Attorney 4401 Xy/on Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -5 171t October 7, 1991 GMH Asphalt Corporation 17018 Saddlewood Trail Minnetonka, MN 55345 SUBJECT: PROJECT 470 (1991 STREET IMPROVEMENT PROGRAM) 49TH AVENUE - MSA STREETS Enclosed are two fully executed copies of the contract documents for New Hope Project No. 470. One copy is for your records and the second copy should be transmitted to your bonding company. Also enclosed is return of your bid bond. Contract documents are also being transmitted to our City Attorney and City Engineer. The City Council approved this contract at its meeting of July 22, 1991. Also enclosed is a "Withholding Affidavit for Contractors" (IC -134 form). We cannot make final payment to contractors until this is approved by the Minnesota Department of Revenue and submitted to our office (Minnesota Statute 290.97). The form contains instructions for completion. Sincerely, Valerie Leone City Clerk enclosure - IC -134 form cc: City Attorney City Engineer Family Styled City For Family Living COUNCIL REQUEST RESOLUTION APPROVING CHANGE ORDER NO. 1 FOR 1991 STREET & STORM SEWER IMPROVEMENT PROGRAM (IMPROVEMENT PROJECT NO. 470) IN THE AMOUNT OF $40,594.94 Last week there was a watermain break on Hillsboro and 52nd Avenues, an area included in the 1991 street improvement program. Approximately four breaks had occurred in the past and the pipe is pitted and in questionable condition. The City Engineer and Public Works Department are recommending replacement with this project. Part 1 of this change order includes replacing the existing 8' watermain, including all fittings necessary except for valves and corporations to make the connection, for a cost of $34,294.94. Part 2 of the change order provides for the removal and replacement of existing center hole sanitary sewer castings, including adjustments, for a cost of $6,300. Total cost of Change Order No. 1 is $40,594.94. The watermain replacement would be funded out of the Water /Sewer Fund, as past policy has been not to assess for lateral watermains. The enclosed resolution approves the change order and staff recommends approval of the resolution. 103 Review: Administration: Finance: CITY OF NEW HOPE RESOLUTION NO. 91- 127 RESOLUTION APPROVING CHANGE ORDER NO. 1 FOR 1991 STREET & STORM SEWER IMPROVEMENT PROGRAM (IMPROVEMENT PROJECT NO. 470) IN THE AMOUNT OF $40,594.94 WHEREAS, the New Hope City Council has authorized the making of Improvement Project No. 470, 1991 Street and Storm Sewer Improvements; and WHEREAS, it has been determined that the watermain at Hillsboro and 52nd Avenues needs to be replaced due to a recent watermain break, due to past breaks, and due to the poor condition of the existing watermain; and WHEREAS, it has been determined that the most economical way to provide for the watermain replacement is in conjunction with Improvement Project No. 470; and WHEREAS, the estimated cost for the watermain replacement is $40,594.94 and said cost would be funded out of the Water /Sewer Fund. NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of New Hope, hereby approves Change Order No. 1 for Improvement Project No. 470 in the amount of $40,594.94 for the replacement of an 8' watermain at Hillsboro and 52nd Avenues, and that the original contract amount ($1,153,690.60) is hereby increased to $1,194,285.54 for the making of said improvement. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 22nd day of July, 1991. Mayor t Attest: City Clerk 4401 Xylon Avenue North New Hope. Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -51,4 July 25, 1991 C.S. McCrossan 7865 Jefferson Hwy. Maple Grove, MN 55369 SUBJECT: CHANGE ORDER NO. 1 - PROJECT NO. 470 At its meeting of July 22, 1991, the New Hope City Council approved change order no. 1 in the amount of $40,594.94. Please sign the attached change order and return a fully executed copy to my attention. Also, please forward a fully executed copy to your bonding company and our City Engineer (Bonestroo, Rosene, Anderlik & Associates). Thank you. Sincerely, Valerie Leone City Clerk enc. cc: Mark Hanson, City Engineer Family Styled City For Family Living cu co r 0 z 8 OO LINE RAILROAD COMPANY lhff 52nd r 51st AVE. u1 > ..` 51 ST. AVE. 1 ��� j.irrr o 0 ® PROPOSED 15' ............... = STORM SEWER EXTENSION `50th AVE.' - srr rrr rr ,rr rrrr * 1 1� NEW HOPE ATHLETIC FIELD 1 rnm®r AVE. N. 1 Oats: FEB. 1991 C OMM. 34117 ly1MKs A ArMI1041e K P-4 Fig. N Engineers & Architects August 19, 1991 City of New Hope 4401 Xylon Ave. N. New Hope, MN 55428 Attn: Mr. Kirk McDonald Re: Change Order No. 1 1991 Street Improvement Program Project No. 470 Our File No. 34117 Dear Kirk, Enclosed are four copies of signed Change Order No. 1 for the above project. This change order was considered and approved at the July 22, 1991 council meeting. Please sign and distribute as indicated. If you have any questions, please contact myself at this office. Yours very truly, Encl. 34117.cor Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. Mark R. Rolfs, P.E. Rene C. Plumart, A.I.A. Robert W. Rosen, P.E. Richard W. Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P. Joseph C. Anderlik, P.E. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Pertzsch, P.E. Marvin L. Sorvala, P.E. Jerry A. Bourdon, RE. Howard A. Sanford, P.E. Cecilio Olivier, P.E. Richard E. Turner, P.E. Mark A. Hanson, P.E. Daniel J. Edgerton, P.E. Robert R. Dreblow P.E. Glenn R. Cook, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W. Morien, P.E. Thomas E. Noyes, P.E. Michael T. Rautmann, P.E. Philip J. Caswell, P.E. Karen L. Wiemeri, P.E. Robert G. Schunicht, P.E. Robert R. Pfefferle, P.E. Ismael Martinez, P.E. Keith R. Yapp, P.E. Susan M. Eberlin, C.P.A. David O. Loskota, P.E. Mark D. Wallis, P.E. Charles A. Erickson Thomas W. Peterson, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary F Rylander, P.E. Harlan M, Olson James R. Maland, P.E. Miles B. Jensen, P.E. - Kenneth P. Anderson, P.E. L. Phillip Gravel III, P.E. 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 533 -1521 August 21, 1991 T. C. Field & Co. M.A. Jones P.O. Box 64016 St. Paul, MN 55164 SUBJECT: Change Order No. 1, 1991 Street Improvement Program, Project No. 470, City of New Hope To Whom It May Concern: Enclosed please find your copy of Change Order No. 1 for New Hope's 1991 Street Improvement Program, Project No. 470. Please contact me if you have any questions or comments. Sincerely, Kirk McDonald Management Assistant/ Community Development Coordinator Enclosure: Change Order #1, Project 470 cc: Va l; t n ";'City Clerk 1991 Street Improvement File Family Styled City For Family Living 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 533-1521 August 21, 1991 C.S. McCrossan Construction 7865 Jefferson Highway Maple Grove, MN 55369 SUBJECT: Change order No. 1, 1991 Street Improvement Program, Project No. 470, City of New Hope To Whom It May Concern: Enclosed please f ind your copy of change Order No 1 f or New Hope 1991 Street Improvement Program, Project No. 470. Please contact me if you have any questions or comments. Sincerely, Kirk McDonald Management Assistant/ Community Development Coordinator Enclosure: Change order #1, Project 470 cc: 1991 Street Improvement File Family Styled City fo� For Family Living COUNCIL . , • z • • Originating Department City Manager Approved for Agenda 11 -12 -91 Kirk McDonald By ' Management Assistant LIN Agen a Section Deve opment & Planning Item No. EA RESOLUTION APPROVING CHANGE ORDER ##2 FOR 1991 STREET IMPROVEMENT PROJECT NO. 470, C.S. MCCROSSAN, $16,927.64 The City Engineer is recommending approval of Change Order No. 2 for the 1991 Street Improvement Project No. 470 to C.S.McCrossan in the amount of $16,927.64. The Change Order is for work completed that was not identified in the original contract, as follows: $ 7,655.00 - Sanitary sewer repairs 1,360.88 - Street repair work at 8116 29th Avenue 3,684.77 - Remove/install new hydrant at 9308 51st Avenue 1,500.99 - Repair of damaged storm sewer at 47th and Independence Avenues 931.00 - Regrade overland drainage Swale located at 47th Avenue and Rhode Island to provide positive overland drainage _1,785.00 - Relocate hydrant at 52nd cul -de -sac to maintain water service to businesses $16,927.64 TOTAL The City Engineer will be available at the Council meeting to answer questions on these items. Staff recommends approval of the resolution for the Change Order. MOTION BY TO: • s Review: Administration: Finance: CITY OF NEW HOPE RESOLUTION NO. 91- 199 RESOLUTION APPROVING CHANGE ORDER NO. 2 FOR 1991 STREET & STORM SEWER IMPROVEMENT PROGRAM (IMPROVEMENT PROJECT NO. 470) IN THE AMOUNT OF $16,927.64 WHEREAS, the New Hope City Council has authorized the making of Improvement Project No. 470, 1991 Street and Storm Sewer Improvements; and WHEREAS, it has been determined by the City Engineer and Public Works Department that the following work needed to be completed during the course of the project and was not identified in the original contract: $ 7,655.00 - Sanitary sewer repairs 1,360.88 - Street repair work at 8116 29th Avenue 3,684.77 - Remove /install new hydrant at 9308 51st Avenue 1,500.99 - Repair of damaged storm sewer at 47th and Independence Avenues 931.00 - Regrade overland drainage swale located at 47th Avenue and Rhode Island to provide positive overland drainage 1,785.00 - Relocate hydrant at 52nd cul -de -sac to maintain water service to businesses $16,927.64 TOTAL WHEREAS, it has been determined that the most economical way to provide for the sanitary sewer, storm sewer, street repair, hydrant, and drainage swale work is in conjunction with Improvement Project No. 470; and WHEREAS, the estimated cost for the sanitary sewer, storm sewer, street repair, hydrant, and drainage swale work is $16,927.64. NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of New Hope, hereby approves Change Order No. 2 for Improvement Project No. 470 in the amount of $16,927.64 for the sanitary sewer, storm sewer, street repair, hydrant, and drainage swale work, and that the original contract amount (including Change Order No. 1 ($1,94,285.54) is hereby increased to $1,211,213.18for the making of said improvements. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 12th day of November, 1991. Attest: City Clerk Mayor / Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. Mark R. Rolfs, P.E. Rene C. Plumart, A.I.A. Robert W Rosene, P.E. Richard W Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P, Joseph C. Andedik, P.E. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Pertzsch, P.E. Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Howard A. Sanford, P.E. Cecilio Olivier, RE, Richard E. Turner, P.E. Mark A. Hanson, RE. Daniel J. Edgerton, P.E. Robert R. Dreblow, P.E. Glenn R. Cook, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W. Morien, P.E. Thomas E. Noyes, P.E. Michael T. Rautmann, P.E. Philip J. Caswell, P.E. Karen L. Wiemeri, P.E. Robert G. Schunicht, P.E. Robert R. Pfeffede, P.E. Ismael Martinez, P.E. Keith R. Yapp, P.E. Susan M. Ebedin, C.P.A. David O. Loskota, P.E. Mark D. Wallis, P.E. Charles A. Erickson Thomas W Peterson, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary F Rylander, P.E. Harlan M. Olson James R. Maland, P.E. Miles B. Jensen, P.E. Kenneth P. Anderson, P.E. L. Phillip Gravel III, P.E. November 4, 1991 City of New Hope 4401 Xylon Ave. No. New Hope, MN 55428 Attn: Mr. Kirk McDonald Re: 1991 Street Improvement Project No. 470 Our File No. 34117 Dear Kirk, Attached is Change Order No. 2 for the above project. This change order provides for work not identified in the contract with C. S. McCrossan described as follows: Part 1 - Public Works determined after further review of the tapes for televising the sanitary sewer in the project area, four (4) separate sanitary sewer repairs had to be made. Part 2 - A street repair was required at 8116 29th Ave. It was determined the repair could more economically and efficiently be done by the contractor than Public Works. Part 3 - The existing hydrant adjacent to the driveway at 9308 51st Avenue has been frequently damaged by vehicles /trucks using the driveway. Therefore, the existing hydrant was removed and a new hydrant was constructed away from the existing drive to prevent further damage. Part 4 - The existing storm sewer at 47th Avenue and Independence Avenue was damaged by Minnegasco and U.S. West. The contractor was instructed to make the repair. Public Works is attempting to be reimbursed for this work. Part 5 - The overland drainage swale located at 47th Avenue and Rhode Island had filled in with sediment and debris. The contractor was instructed to regrade and oversize the existing swale constructed in 1977, to provide positive overland drainage from the intersection to protect the abutting home to the south. 34117.cor Page 1. 233S West Highway 36 9 St. Paul, Minnesota 55113 * 612-636-4600 e 3Sth Anniversary City of New Hope New Hope, MN 55428 Re: File No. 34117 Part 6 - Hydrant relocation at 52nd Cul-de-sac was required in order to maintain water service to business-s on. 52nd Avenme and _T- I Sb�rSfo 'T_ A­-rj'rr- new 8" DIP water main. The total amount of Change Order No. 2 is $16,927.64 which we recommend approval. If you have any questions, please feel free to contact me at this office. Yours very truly, Pave 2. 34117.cor 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX ( 612) 531 -51, -: November 19, 1991 C.S. McCrossan 7865 Jefferson Hwy. Maple Grove, MN 55369 SUBJECT: CHANGE ORDER #2 - IMPROVEMENT PROJECT 470 Enclosed are two fully executed copies of the above- referenced Change Order for your records. Please forward one copy to your bonding company. This change order was approved on November 12, 1991, by the New Hope City Council. If you have any questions, please contact me. Sincerely, Valerie Leone City Clerk enc. cc: City Engineer Family Styled City For Family Living Sonestroo Owner City of New Hope, 4401 Xylon Av N, Mpls 55428 Date November 8, 1991 " NCO Rosane n soc tts Contractor! C.S. McCrossan Constr., 7865 Jefferson Hwy, Maple Grove, MN 55369 Change Order No. 2 Bond Co. T.C.!Field & Co., M.A. Jones, PO Box 614016, 5t. Paul, MN 55164 ' P. w. MWw�snu `s L". 3t. COUNCIL Originating Department City Manager By: Kirk McDonald Y Management Assistant an Approved for Agenda 11 -25 -91 PCfimm�g action Development Item No. A RESOLUTION APPROVING CHANGE/ORDER NO. 1 FOR 1991 STREET IMPROVEMENT PROJECT NO. 470 (49TH AVENUE NORTH /MSA STREET), GMH ASPHALT CORP., $6,400.00 Change Order No. 1 for the 1991 Street Improvement Project (MSA Portion /49th Avenue North) to GMH Asphalt Corp. in the amount of $6.400.00is enclosed for review /approval. The Change Order provides for the extension of sidewalk from Erickson Drive to TH 169, as directed by the City Council. The City Engineer recommends approval of the Change Order to GMH Asphalt Corp. in the amount of $6,400.00. Staff recommends approval of the resolution. MOTION BY - 2 L SECOND BY K` 6 L WO Review: Administration: Finance: Paoli CITY OF NEW HOPE RESOLUTION NO. 91 -204 RESOLUTION APPROVING CHANGE ORDER NO. 1 FOR 1991 STREET & STORM SEWER IMPROVEMENT PROGRAM (IMPROVEMENT PROJECT NO. 470) (49TH AVENUE NORTH /MSA STREET) IN THE AMOUNT OF $6,400.00 WHEREAS, the New Hope City Council has authorized the making of Improvement Project No. 470, 1991 Street and Storm Sewer Improvements; and WHEREAS, it has been determined by the City Council that the sidewalk on 49th Avenue North should be extended from Erickson Drive to TH 169; and WHEREAS, it has been determined that the most economical way to provide for the sidewalk extension work is in conjunction with Improvement Project No. 470; and WHEREAS, the estimated cost for the sidewalk extension work is $6,400.00. NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of New Hope, hereby approves Change Order No. 1 for 49th Avenue North MSA Portion of Improvement Project No. 470 in the amount of $6,400.00for the sidewalk extension, and that the original contract amount ($264,902.35) is hereby increased to $271, 302.35for the making of said improvements. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 25th day of November, 1991. Attest: City Clerk �0 , Z-// Mayor � n ' - �t t November 13, 1991 City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Attention: Mr. Kirk McDonald Otto G. Bonestroo, P.E. Keith A. Gordon. P.E. Mark R. Rolfs, P.E. Rene C. Plumart, A.I.A. Robert W. Rosene, P.E. Richard W. Foster, P.E. Robert C. Russek, A.I.A. Agnes M. Ring, A.I.C.P. Joseph C. Anderlik, P.E. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Jerry D. Perizsch, P.E. Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Howard A. Sanford, P.E. Cedlio Olivier, P.E. Richard E. Turner, P.E. Mark A. Hanson, P.E. Daniel J. Edgerton, P.E. Robert R. Dreblow, P.E. Glenn R. Cook, P.E. Ted K. Field, P.E. Mark A. Seip, P.E. Gary W Morien, P.E. Thomas E. Noyes, P.E. Michael T. Rautmann, P.E. Philip J Caswell, P.E. Karen L. Wiemeri, P.E. Robert G. Schunicht, P.E. Robert R. Pfefferle, P.E. Ismael Martinez, P.E. Keith R. Yapp, P.E. Susan M. Eberiin, C.P.A. David O. Loskota, RE Mark D. Wallis, P.E. Charles A. Erickson Thomas W. Peterson, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Michael C. Lynch, P.E. Gary F Rylander, P.E. Harlan M. Olson James R. Maland, P.E. Miles B. Jensen, P.E. Kenneth P. Anderson, P.E. L, Phillip Gravel 111, P.E. Re: 49th Avenue North Utility and Street Improvement Project No. 470 Our File No. 34126 Dear Kirk: Attached is Change Order No. 1 for the above referenced project. This change order provides for the extension of sidewalk from Erickson Drive to TH 169 as directed by the City Council. The amount for Change Order No. 1 is $6400 which we recommend approval. If you have any questions please feel free to contact me at this office. Yours very truly, BONE a STROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk Attachment 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -5174 December 3, 1991 GMH Asphalt Corp. 17018 Saddlewood Trail Minnetonka, MN 55345 SUBJECT: CHANGE ORDER #1 - IMPROVEMENT PROJECT 470 (MSA Streets) Enclosed are two fully executed copies of the above - referenced Change Order for your records. Please forward one copy to your bonding company. This change order was approved on November 25, 1991, by the New Hope City Council. If you have any questions, please contact me. Sincerely, Valerie Leone City Clerk enc. cc: City Engineer Family Styled City For Family Living COUNCIL 1 104 0 0 z Originating Department City Manager Kirk McDonald By 'Manaizement Assistant RESOLUTION DECLARING COST PROPOSED ASSESSMENT IN CO: IMPROVEMENT PROJECT NO. 4` am Approved for Agenda 4 -13 -92 Agenda Section Planning & Development Item No. BE ASSESSED AND ORDERING PREPARATION OF CTION WITH 1991 STORM SEWER AND STREET The enclosed resolution orders the preparation of the assessment roll in connection with the 1991 Street Improvement Project No. 470. Following the adoption of this resolution, a second resolution calling for the public hearing will be presented at the April 27th Council meeting. The public hearing date would be scheduled for May 25th. Staff recommends approval of the Resolution Declaring Cost to be Assessed and Ordering Preparation of Proposed Assessment in Connection with 1991 Storm Sewer and Street Improvement Project No. 470. MOTION BY SECOND BY Im � r Review: Administration: Finance: ' 11 RESOLUTION NO. 92 - RESOLUTION DECLARING COST TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT IN CONNECTION WITH 1991 STORM SEWER AND STREET IMPROVEMENT NO. 470 BE IT RESOLVED by the City Council of the City of New Hope as follows: WHEREAS, contracts have been let for the construction of Storm Sewer and Street Improvement No. 470 in the City, and WHEREAS, the total cost of said improvements is $1,881,987.80. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: -1. The City Council hereby determines that the City shall pay ..,$627,615. 0 said cost, exclusive of - the amount it may pay as a property owner, and the sum of $1,254,371.85" shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. 2. The City Clerk, with the assistance of the City consulting engineer and .any other necessary personnel, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and the Clerk shall file a copy of such proposed assessment in the Clerk's office for public inspection. 3. The City Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. Adopted by the City Council this 13th day of April, 1992. L Edw. Erickson, Mayor Attest: �-�—_ Valerie Leone, City Clerk CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT April 7, 1992 CORMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425.5671 FAX(612)425 -5867 Mr. Daniel J. Donahue City Manager City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Assessment Hearing for 1991 Street Project No. 470 Our File No: 99.64700 Dear Dan: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY This letter is in follow up to our April 6th meeting regarding the ® assessment hearing for the 1991 Street Project. The assessment hearing can be set for May 25th, but no sooner. Please find enclosed a proposed Resolution Declaring Cost to be Assessed and Ordering Preparation of Proposed Assessment in connection with the project which should be adopted at the April 13th Council meeting. Following the adoption of the enclosed Resolution, we must then adopt a second Resolution at the April 27th meeting calling for the public hearing. That hearing will be scheduled for May 25th. The hearing requires two weeks published and mailed notice. Mark is currently working with Larry to determine the amount which will be assessed to property owners and the costs directly payable by the City. We will provide you with that information before the Council meeting so that paragraph 1 of the Resolution can be completed. My office will be responsible for the published notice and the City Clerk will be responsible for the mailed notice in connection with the procedure that we have established for arranging the assessment hearings. Mr. Daniel J. Donahue April 7, 1992 Page 2 Please contact me if you have any questions. Very truly yours, ORIGINAL SIGNED E3V STEVEN A SONDRft Steven A. Sondrall s1t2 Enclosure 411111 _ cc: Kirk McDonald (w/enc) HIS CO�y 01 Valerie Leone (w/enc) Mark Hanson (w/enc) Otto G. Sonestroo, P.E. Keith A. Gordon, P.E. Joseph C. Anderlik, P.E. Richard W Foster, P.E. Marvin L. Sorvala, PE. Jerry A. Bourdon, PE. Richard E. Turner, PE. Mark A Hanson, P.E. Glenn R. Cook, PE. David O. Loskota, P.E. Thomas E. Noyes, PE. Robert C. Russek. A.I.A. Robert G. Schunicht, PE. Howard A. Sanford, PE. Susan M. Eberlin, C.P.A. Donald C. Burgardt, P.E. Mark D. Wallis, P.E. Ted K. Field, RE. Thomas R. Anderson, A.I.A. Michael T Rautmann, P.E. Gary E Rylander, P.E. Robert R. Pfefferle, P.E. Miles B. Jensen, P.E. Thomas W. Peterson, P.E. L. Phillip Gravel 111, PE. Michael C. Lynch, PE. April 13, 1992 I COV)N Re: 1991 Street Resurfacing Program City Project No. 470 Our File No. 34117 Dear Dan: James R. Maland, PE. Rene C. Plumart, A.I.A. Kenneth P. Anderson, P.E. Agnes M. Ring, A.I.C.P. Mark R. Rolfs. PE. Jerry D. Pertzsch, P.E. Thomas E. Angus, P.E. Cecilio Olivier, P.E. Daniel J. Edgerton. P.E. Gary W Morien, RE. Mark A. Seip, PE. Karen L. Wiemeri, PE, Philip J. Caswell, PE. Keith R. Yapp, PE. Ismael Martinez, PE. Michael P. Rau, RE. Mark D. Wallis, P.E. Charles A. Erickson Thomas R. Anderson, A.I.A. Leo M. Pawelsky Gary E Rylander, P.E. Harlan M. Olson Miles B. Jensen, P.E. L. Phillip Gravel 111, PE. We have determined the final costs for the above project which are presented in the attached sheet (Appendix A). We have also compared the final amount to the amount estimated in the preliminary report presented at the public hearing dated March 25, 1991. As noted, additional construction was incorporated into the plans for bidding and after bidding in the form of change orders not identified in the preliminary report. The final assessment rates for local street resurfacing and collector street resurfacing are listed below compared to the estimated rate in the preliminary report. Preliminary % Local Street Resurfacing Final Rate Report Rate Difference Residential Commercial Collector Street Resurfacing Residential Commercial $16.78/F.F. $17.05/F.F. -1.6% 25.17/F.F. 25.60/F.F. -1.6% $12.59/F.F. $12.80/F.F. -1.6% 25.17/F.F. 25.60/F.F. -1.6% Listed below are the final rates to be used for determining assessments against the properties requesting their driveway approach be reconstructed: Final Rate Estimated Rate Concrete Curb $14.03/L.F. $13.00/L.F. Bituminous Driveway $17.27/S.Y. $16.00 /S.Y. Concrete Driveway $32.37/S.Y. $30.00 /S.Y. 2335 West Highway 36 • St. Paul, Minnesota 55113* 612 - 636 -4600 City of New Hope Mr. Daniel Donahue Page 2 April 13, 1992 Listed below is the final cost separated into the amount to be assessed, the amount to be assessed to the City, and the City's share: Amount to be assessed $1,180,179.00 Amount assessed to City 74 City's share 627,615.95 Total Final Project Cost $1,881,987.80 If you have any questions please feel free to contact me at this office. Yours very truly, BONESTRROO, OSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk Attachment cc: Larry Watts Kirk McDonald Steve Sondral Cheryl Joens APPENDIX A 1992 STREET RESURFACING PROGRAM Project No. 470 File 34117 Final Preliminary % Description Amount Report Difference C.S. McCrossan Contract A. Street Reconstruction •$1,101,729.30 * $1,094,890 + 0.6% B. Driveway Reconstruction 80,348.14 * C. Storm Sewer Extensions 216,149.73 214,800 + 0.6% D. Water Main Sanitary Sewer Specials 26,542.60 N/A E. Sanitary Sewer Repair 31st/Flag Ave. 27,735.87 N/A Subtotal $1,452,505.60 Change Order No. 1 1) 52nd Avenue Water Main Replacement $ 4308.10 N/A 2) Water tight Sanitary Sewer Castings 4,744.98 N/A Subtotal $ 48,413.08 Change Order No. 2 1) Miscellaneous Sanitary Sewer Repairs $ 8,968.60 N/A 2) Street Repair 8116 29th Avenue 1,606.12 N/A 3) Relocate hydrant 9308 51st Avenue 4,317.08 N/A 4) Storm Sewer Repair 47th/Independence Ave. 1,758.56 N/A 5) Grade drainage swale 47th/Rhode Island Ave. 1,090.76 N/A 6) Relocate hydrant 52nd Ave. Cul -de -sac 2,091.31 N/A Subtotal $ 19,832.43 G.M.H. Asphalt Corp. Contract 1) 49th Avenue Street (MSA Participating) $285,712.05 * 186,750 + 53.0% 2) Sanitary Sewer (Non MSA Participating) 67,437.47 N/A Subtotal $353,149.52 Change Order No. 1 1) Sidewalk (TH 169 to Erickson Drive) $ 8,087.04 * N/A Subtotal $ 8,087.04 TOTAL $1,881,987.80 The overhead amount is 26.36% which includes 4 /z% for administration and 3% for interest. All remaining overhead is 17.16% which does not include administration and interest. COUNCIL Originating Department City Manager Kirk McDonald B y : Manaizement Assistant 0 i z 4 i Approved for Agenda 4 -27 -92 Agenda Section Ordinances & Resolutions Item No. 10.2 RESOLUTION CALLING FOR PUBLIC HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT PROJECT NO. 470 This is the resolution that sets the date for the assessment public hearing on the 1991 Storm Sewer and Street Improvement Project NO. 470 for May 26th, 1992. At the last Council meeting a resolution was passed that declared the cost to be assessed and ordered preparation of the assessment roll. The total amount proposed to be assessed to benefitted properties (including City property) is $1,251,398.01. The assessment roll has now been prepared and the next step is to set the date for the assessment hearing. The City Attorney has prepared the enclosed Resolution Calling for Public Hearing On Assessments for Storm Sewer and Street Improvement No. 470. Staff recommends approval of the resolution. Qua• Review: Administration: Finance: RFA -001 CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Offlce Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 LEGAL ASSSTANTS LAVONNE E. KESKE SHARON D. DERBY Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: 1991 Street Project No. 470 Our File No: 99.64700 Please find enclosed a proposed Resolution calling for the assessment hearing on the 1991 Street Project. The enclosed Resolution is for consideration at the April 27th Council meeting, The public hearing established by the Resolution is scheduled for May 26th. Valerie Leone April 15, 1992 Page 2 Contact me if you have any questions. Very truly yours, s1 w2 Enclosure cc: Daniel J. Donahue, City Manager Larry Watts, Finance Director Kirk McDonald, Management Asst. Mark Hanson, City Engineer CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, PA. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT April 20, 1992 CORMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425.5671 FAX (612) 425 -5667 Mr. Kirk McDonald Management Assistant City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Assessment Hearing for 1991 Street Project Our File No. 99.64700 LEGAL ASSSTANTS LAVONNE E. KESKE SHARON 0. DERBY Dear Kirk: Please find enclosed the following revised Resolutions in connection with the assessment of costs for the 1991 Street Project to be considered at the April 27th Council meeting: 1. Resolution Declaring Cost to be Assessed and Ordering ® Preparation of Proposed Assessment in Connection with 1991 Storm Sewer and Street Improvement No. 470. 2. Resolution Calling for Public Hearing on Assessments for Storm Sewer and Street Improvement No. 470, As you know, the Resolution Declaring Costs to be Assessed was adopted at the April 13th Council meeting. Due to the change in the amount payable by the City and the amount to be assessed to benefiting properties as we discussed in our April 20th telephone conversation, the enclosed Resolution Declaring Costs to be Assessed should be re- adapted at the April 27th meeting. This Resolution should be adopted prior to the adoption of the other enclosed Resolution Calling for a Public Hearing on the Assessments. This Resolution has also been revised to reflect the changed amount assessable to benefiting properties. Mr. Kirk McDonald April 20, 1992 Page 2 Contact me if you have any questions. Very truly yours, IDRIGN&SIGMW Sy STEVEN A, SONORAW Steven A. Sondrall s1m2 Enclosures THIS COPY FOR cc: Valerie Leone (w /enc) Mark Hanson (w /enc) P.S. Val, your Exhibit B should be attached to the Resolution Calling for Public Hearing. Please revise it to reflect the correct interest rate. Also, on page 5 of your notice. under total amount of proposed assessment, that number should be changed to $1,251,398.01. Cali if you have questions. SAS CITY OF NEW HOPE RESOLUTION NO. 92 -88 RESOLUTION CALLING FOR PUBLIC HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT NO. 470 WHEREAS, the City Clerk, with the assistance of the City consulting engineer, has prepared an assessment roll for the Storm Sewer and Street Improvement No. 470, and said proposed assessment roll is on file with the City Clerk and open to public inspection; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota, as follows: 1. The Clerk shall publish notice that this Council will meet to consider the proposed assessments on May 26th, 1992 at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North of said City of New Hope, Minnesota. The published notice shall be in substantially the form set forth on Exhibit A attached hereto. 2. A copy of the notice in substantially the form set forth in Exhibit B attached hereto shall be mailed to the owners of each parcel of property described in the assessment roll. 3. Said notice attached as Exhibit A hereto shall be published by the City Clerk in the official: newspaper at least two weeks prior to the hearing and the notice attached hereto as Exhibit B shall be mailed by the Clerk to the owners of each parcel described in the assessment roll. 4. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the Finance Director or Assessment Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. At any time thereafter, the owner may pay to the Finance Director or Assessment Clerk the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made on or before November 14 or interest will be charged through December 31 of the succeeding year. 5. If the adopted assessment differs from the proposed assessment as to any particular lot, piece or parcel of land, the Clerk shall mail to the owner a notice stating the amount of the adopted assessment. Owners must also be notified by mail of any changes adopted by the Council in interest rates or prepayment requirements from those contained in the mailed notice of the proposed assessment. Adopted by the City Council this 27th day of April, 1992. Edw. J,,%Erickson, Mayor Attest: Valerie Leone, City Clerk EXHIBIT A NOTICE OF HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT NO. 470 TO WHOM IT MAY CONCERN: TIME AND PLACE Notice is hereby given that the City Ccunci-i GENERAL NATURE OF of the City of New Hope, Minnesota, will meet IMPROVEMENTS: in the City Hall at 4401 Xylon Avenue North in the City of New Hope, Minnesota, on the 26th day of May, 1992 at 7:00 o'clock p.m. to consider objections to the proposed assessments for the 1991 Storm Sewer and Street Improvement No. 470 heretofore ordered by the City Council. The general nature of the improvement is the construction of streets, concrete curb and gutter, and storm sewers including grading, construction of base and asphalt surface, installation of drain pipes, manholes and catch basins, and all other appurtenance works and services reasonably required to complete said construction. ASSESSMENT ROLL The proposed assessment roll is on file with OPEN TO INSPECTION: the City Clerk and open to public inspection. AREA PROPOSED The area proposed to be assessed consists of TO BE ASSESSED: every lot, piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: ALL PROPERTIES LOCATED ON INDEPENDENCE AVENUE NO. NORTH OF BASS LAKE ROAD. Leonard's 1st Addn. Priebe Acres Lots 1 -3 and 5, Block 1 Lots 1 -3, Block 2 Lot 3, Block 1 i Registered Land Survey No. 1205 Lots A, Registered Land Survey No. 1107 Lots C, Registered Land Survey No. 1062 Lot B Jessen's Highland Hills Lot 7, That part of N 90 ft of S 618.5 ft of W 330 ft of SW j of NW j lying E of Sly exts of W line of E 1 ft of Tract A RLS No. 1.062 Ex Road, Section 6, Township 118, Range 21. Cam at a pt in W line of SW j of NW i dis 470.72 ft N from SW cor thof, th E par with S line thof 184.01 ft to actual pt of beg, th N par with W line thof 57.78 ft, t E par with S line thof 115.99 ft, th S par with W line thof 210.04 ft, th NWly along a curve concave to the NE having a radius of 863.67 ft dis 191.07 ft to pt of beg, Section 6, Township 118, Range 21. C, D, E and F D, E and F ALL PROPERTIES LOCATED ON 49TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Zubeck's Rolling Hills Addn. Lots 1 -4, Block 1 Zubeck's Rolling Hills Addn. Lots 16, Block 3 Plufka First Addn. Outlot A Brandeli Industrial Park Lot 2, Block 1 Brandell Industrial Park 2nd Addn. Lot 2, Block 1 That part of the Sj of SW* of NW* lying S of N 306 ft thof and lying Wly of Frontage Road Ex Hwy and Ex Road, Section 7, Township 118, Range 21. That part of W 735.77 ft of the Sj of SW* of NW* lying S of N 306 ft thof and lying Ely of Frontage Road Except Rd, Section 7, Township 118, Range 21. W 145 2/10 ft of E 575 01/100 ft of S 335 01/100 ft of NWJ, Section 7, Township 118, Range 21. 2 S 335.01 ft of E 429.81 ft of NW* Ex Roads, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 52ND AVENUE NU. 51ST AVENUE NO., AND SOTH AVENUE NO. BETWEEN BOONE AVENUE NO. AND STATE HIGHWAY 169 (OLD HIGHWAY 18) AND ALL PROPERTIES ON HILLS8{}RO AVENUE NO. BETWEEN 52ND AVENUE NO. AND 50TH AVENUE NO. Keelor Steel 1st Addn. Lots 1-5 Olson Industrial park Lots 1-3, Olson Industrial Park Lots 1-2, Olson Industrial Park Outlot B Olson Industrial Park 2nd Addn. Lots 1-2 Com at a pt in YV line of NWJ of NVYJ dia 187 ft S of Sly line of Railroad right-of-way th deflecting 80 deg 50 min to the left 634 5/10 ft th deflecting 11 deg 10 min to the left to a pt in the E line of VV 907 5/10 ft of NVVi of NW dia 131 1/10 ft S of Sly line of Railroad riQht-of-way th N to said right-of-way line, th VVly along said right-of-way line to VV line of NW- th S to beg, Ex Road, Section 7, Township 118, Range 21. Com at a pt in YY line of NWJ dia 1383 4/10 ft W from SW oor thof, th N along said YV ling to a pt 187 ft S from Sly line of Railroad right-of-way th deflecting rt 89 deg 10 min to intersection with a line par with and 470 01/100 ft E from YV line of NWJ of NVVJ th S along said line to a point 1383 4/10 ft N from S lino of NWJ, th vY to beg, Ex Road, Section 7 Township 118, Range 21. Block 1 Block 1 Block 2 Block 1 ALL PROPERTIES LOCATED ON 48TH AVE. NO., 47JTH CIRCLE NO., 47J PLACE NO., 471TH AVE. NO. 48TH AVE. NO., AND 45JTH AVE. NO. BETWEEN VYINNETKA AVE. NO. AND QUEBEC AVENUE N(}. AND ALL PROPERTIES ON BUMPTER AVENUE N0. AND RHODE ISLAND AVE. NO. BETWEEN 45TH AVE, NO, AND 48TH AVE. NO. 3 Replat of LynnCroft 1St Addn, Perry`a Spruc*woVd RLS No. 100 RLS No. 255 VVinnetka Hilla RLS No, 948 VVinnetka Hills 2nd Lots 1-22, Block 1 Lots 1-14, Block 1 Lots 1-15, Block 2 Lots I J K, L, W, N, D, P Lots A B C, D E F, Q, H Lots 1-8, Block 1 Lot 1, Block 2 Lots 2-5 Block 3 Lots 1-6, Block 4 Lots A and B Lots 1-14, Block 1 Lots 1-10, Block 2 ALL PROPERTIES ON CAVELL AVE. NO., DECATUR AVE. N(}. ENSIGN AVE. NO. FLAG AVE. NO., JORDAN AVE. ND., ZEALAND AVE. NO. XYLON AVE. NO., WISCONSIN AVE. NO., VIRGINIA AVE. NO. AND UTAH AVE. NO. SOUTH OF 42ND AVE, N(). AND NORTH OF NORTHWO0D PARKWAY AND ALL PROPERTIES ON 36j CIRCLE NO., 37TH AVE. ND., 38TH AVE. NO., 38j AVE. NO., 39TH AVE, NO. 40j AVE. NO., 40TH AVE. NO,, NORTHWOOD PARKWAY AND HOPEWOOD LANE BETWEEN VVINNETKA AVE. NO. AND HIGHWAY 169 (OLD COUNTY ROAD 18). Hipp`s Hopevvood Hills 2nd Addn. Lot 1-15, Block 1 Lots 1-30 Block 2 Lots 1-15, Bloch 3 Lots 1-14 Block 4 Lots 1-13 Block 5 Lots 1-15, Block G Lots 1-9 Block T Barrett Terrace Gordon's Lakeview Terrace Gordon's Lakeview Terrace 2nd Addn. Gordon's Lakeview Terrace 4th Addn. Lots 9-15 Block 1 Lots 1-15 Block 2 Lots 1-18, Block 3 Lots 1-9, Block 4 Lots 5 and G, Block 1 Lots 1-9 Block 2 Lots 1-12, Block 3 Lots 2-5 and 7-15, Block 1 Lots 1 and 2, Block 1 4 Hipp`s HopewO0d Hills Revised Hopewood Hills Towers North Towers South Lot 1-13, Block 1 Lots 1-11, Block 2 Lots 1-27, Block 3 Lots 1-27, Block 4 Lots 7-20, Block 5 Lot 1-19 Block 1 Lots 1-4 Block 2 Lots 1 and 2, Block 3 Lots 1-15 Block 4 Lots 1-20, Block 5 Lots 12-27 Block G Lots 1-24 Block 7 Lots 1 and 2 Block 8 Lots 1-20, Block 8 Lots 1-22 Block 10 Lots 1-12, Block 1 Lots 1-8, Block 1 Lots 1-13, Block 2 Lots 1-33, Block 3 ALL PROPERTIES ON 38TH AVE. NO. AND MARYLAND AVE. NO. BETWEEN 40TH AVE. NO. AND 38TH AVE, NO. VYinnetka Gardena Aud. Subd. No. 324 Gwynnco Second Addition Gwynnco Addition Lots 1-3, Block 1 Part of Lot 3 (PIN 17-118-21-22-0002) Lots 1-13 Block 3 Lots 1-16 Block 4 Lots 1-10, Block 5 Lots 1-7, Block 8 Lot 1 Block 7 Lot 1 Block 3 TOTAL AMOUNT OF The total amount proposed to be assessed is PROPOSED $1,251 ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered OBJECTIONS: at the hearing. 5 RIGHT OF APPEAL: An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. LIMITATION ON No appeal may be taken as to the amount of any APPEAL: assessment adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. DEFERMENT OF Under the provisions of Minnesota Statutes, ASSESSMENTS: Sections 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code §1.60 et. al., a copy of which is available upon request at the office of the City Clerk. MAILED NOTICE: The notice of this hearing mailed to property owners contains additional information. DATED: April 27, 1992. BY ORDER OF THE CITY COUNCIL City Clerk 0 EXHIBIT B PID NO /OWNER: NOTICE OF HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT NO. 470 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 1" YOUR ASSESSMENT: 2" INTEREST RATE /TERM: 8% Over 10 Years FAX (612) 531 -51, TIME AND PLACE Notice is hereby given that the City Council of the City GENERAL NATURE OF of New Hope, Minnesota, will meet in the City Hall at IMPROVEMENTS: 4401 Xylon Avenue North in the City of New Hope, Minnesota, on the 26th day of May, 1992, at 7:00 o'clock p.m. to consider objections to the proposed assessments for Storm Sewer and Street Improvement No. 470 heretofore ordered by the City Council. The general nature of the improvement is the construction of streets, concrete curb and gutter, and storm sewers including grading, construction of base and asphalt surface, installation of drain pipes, manholes and catch basins, and all other appurtenance works and services reasonably required to complete said construction. ASSESSMENT ROLL The proposed assessment roll is on file with the City OPEN TO Clerk and open to public inspection. INSPECTION: AREA PROPOSED TO The area proposed to be assessed consists of every lot, BE ASSESSED: piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: ALL PROPERTIES LOCATED ON INDEPENDENCE AVENUE NORTH, NORTH OF BASS LAKE ROAD. Leonard's 1st Addition Lots 1 -3 and 5, Block 1 Lots 1 -3, Block 2 Priebe Acres Lot 3, Block 1 Registered Land Survey No. 1205 Lots A, C, D, E, and F Family Styled City For Family Living Registered Land Survey No. 1107 Registered Land Survey No. 1062 Jessen's Highland Hills Unplatted Section 6: Lots C, D, E, and F Lot B Lot 7, Block 2 That part of N 90 ft of S. 618.5 ft of W 330 ft of SW 1/4 of NW 1/4 lying E of Sly exts of W line of E 1 ft of Tract A RLS No. 1062 Ex Road, Section 6, Township 118, Range 21. Com at a pt in W line of SW 1/4 of NW 1/4 dis 470.72 ft N from SW cor thof, th E par with S line thof 184.01 ft to actual pt of beg, th N par with W line thof 57.78 ft, th E par with S line thof 115.99 ft, th S par with W line thof 210.04 ft, the NWly along a curve concave to the NE having a radius of 863.67 ft dis 191.07 ft to pt of beg, Section 6, Township 118, Range 21. ALL PROPERTIES LOCATED ON 49TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Zubecks Rolling Hills Addition Lots 1 -4, Block 1 Lot 16, Block 3 Plufka First Addition Outlot A Brandell Industrial Park Lot 2, Block 1 Brandell Industrial Park 2nd Addn. Lot 2, Block 1 Unplatted Section 7: That part of the S 1/2 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Wly of Frontage Road Ex Hwy and Ex Road, Section 7, Township 118, Range 21. That part of W 735.77 ft of the S 1/2 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Ely of Frontage Road Except Rd, Section 7, Township 118, Range 21. W 145.2 ft of E 575.01 ft of S 335.01 ft of NW 1/4, Section 7, Township 118, Range 21. Unplatted Section 7 (cont.) S 335.01 ft of E 429.81 ft of NW 1/4 Ex Roads, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 52ND AVENUE NORTH, 51ST AVENUE NORTH, AND 50TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18) AND ALL PROPERTIES ON HILLSBORO AVENUE NORTH BETWEEN 52ND AVENUE NORTH AND 50TH AVENUE NORTH. Keelor Steel 1st Addition Olson Industrial Park Lots 1 -5, Block 1 Lots 1 -3, Block 1 Lots 1 -2, Block 2 Outlot B Olson Industrial Park 2nd Addn. Unplatted Section 7: Lots 1 -2, Block 1 Com at apt in W line of NW 1/4 of NW 1/4 dis 187 ft S of Sly line of Railroad right -of -way, th deflecting 90 deg 50 min to the left 634.5 ft, th deflecting 11 deg 10 min to the left to a pt in the E line of W 907.5 ft of NW 1/4 of NW 1/4 dis 131.1 ft S of Sly line of Railroad right -of -way, th N to said right -of -way line, th Wly along said right -of -way line to W line of NW 1/4, th S to beg, Ex Road, Section 7, Township 118, Range 21. Com at a pt in W line of NW 1/4 dis 1383.4 ft N from SW cor thof, th N along said W line to a pt 187 ft S from Sly line of Railroad right -of- way, th deflecting rt 89 deg 10 min to intersection with a line par with and 470.01 ft E from W line of NW 1/4 of NW 1/4, th S along said line to a point 1383.4 ft N from S. line of NW 1/4, th W to beg, Ex Road, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 48TH AVENUE NORTH, 47 1/2 CIRCLE NORTH, 47 112 PLACE NORTH, 47 1/2 AVENUE NORTH, 46TH AVENUE NORTH, 45 112 AVENUE NORTH BETWEEN WINNETKA AVENUE NORTH AND QUEBEC AVENUE NORTH AND ALL PROPERTIES ON SUMTER AVENUE NORTH AND RHODE ISLAND AVENUE NORTH BETWEEN 45TH AVENUE NORTH AND 48TH AVENUE NORTH. Replat of Lynncroft 1st Addn. Perry's Sprucewood Registered Land Survey No. 100 Lots 1 -22, Block 1 Lots 1 -14, Block 1 Lots 1 -15, Block 2 Lots I, J, K, L, M, N, 0 and P Page 3 Registered Land Survey No. 255 Winnetka Hills Registered Land Survey No. 948 Winnetka Hills 2nd Addition Lots A, B, C, D, E, F, G and H Lots 1 -8, Block 1 Lot 1, Block 2 Lots 2 -5, Block 3 Lots 1 -6, Block 4 Lots A and B Lots 1 -14, Block 1 Lots 1 -10, Block 2 ALL PROPERTIES ON CAVELL AVENUE NORTH, DECATUR AVENUE NORTH, ENSIGN AVENUE NORTH, FLAG AVENUE NORTH, JORDAN AVENUE NORTH, ZEALAND AVENUE NORTH, XYLON AVENUE NORTH, WISCONSIN AVENUE NORTH, VIRGINIA AVENUE NORTH, AND UTAH AVENUE NORTH SOUTH OF 42ND AVENUE NORTH AND NORTH OF NORTHWOOD PARKWAY AND ALL PROPERTIES ON 36 112 CIRCLE NORTH, 37TH AVENUE NORTH, 38TH AVENUE NORTH, 38 112 AVENUE NORTH, 39TH AVENUE NORTH, 40 112 AVENUE NORTH, 40TH AVENUE NORTH, NORTHWOOD PARKWAY AND HOPEWOOD LANE BETWEEN WINNETKA AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Hipp's Hopewood Hills 2nd Addn. Lots 1 -15, Block 1 Lots 1 -30, Block 2 Lots 1 -15, Block 3 Lots 1 -14, Block 4 Lots 1 -13, Block 5 Lots 1 -15, Block 6 Lots 1 -9, Block 7 Barrett's Terrace Lots 9 -15, Block 1 Lots 1 -15, Block 2 Lots 1 -16, Block 3 Lots 1 -9, Block 4 Gordon's Lakeview Terrace Lots 5 and 6, Block 1 Lots 1 -9, Block 2 Lots 1 -13, Block 3 Gordon's Lakeview Terrace 2nd Addn. Lots 2 -5 and 7 -15, Block 1 Gordon's Lakeview Terrace 4th Addn. Lots 1 and 2, Block 1 Hipp's Hopewood Hills Revised Lots 1 -13, Block 1 Lots 1 -11, Block 2 Lots 1 -27, Block 3 Lots 1 -27, Block 4 Lots 7 -20, Block 5 Page 4 Hopewood Hills Lots Lots Lots Lots Lots Lots Lots Lots Lots Lots Towers North Lots Towers South Lots Lots Lots 1 -19, Block 1 1 -4, Block 2 1 and 2, Block 3 1 -15, Block 4 1 -26, Block 5 12 -27, Block 6 1 -24, Block 7 1 and 2, Block 8 1 -20, Block 9 1 -22, Block 10 1 -12, Block 1 1 -8, Block 1 1 -13, Block 2 1 -33, Block 3 ALL PROPERTIES ON 39TH AVENUE NORTH AND MARYLAND AVENUE NORTH BETWEEN 40TH AVENUE NORTH AND 38TH AVENUE NORTH. Winnetka Gardens Aud. Subd. No. 324 Lots 1 -3, Block 1 Part of Lot 3 (PIN 17- 118 -21 22 0002) Gwynnco Second Addition Gwynnco Addition Lots 1 -13, Block 3 Lots 1 -16, Block 4 Lots 1 -10, Block 5 Lots 1 -7, Block 6 Lot 1, Block 7 Lot 1, Block 3 TOTAL AMOUNT OF The total amount proposed to be assessed is PROPOSED $1,251,398.01. ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered at the OBJECTIONS: hearing. RIGHT OF APPEAL: An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. Page 5 LIMITATION ON No appeal may be taken as to the amount of any assessment APPEAL: adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections ASSESSMENTS: 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1.60 et. al., a copy of which is available upon request at the office of the City Clerk. SPECIFIC AMOUNT TO The amount to be specifically assessed against your BE ASSESSED: particular lot, piece, or parcel of land is stated on the first page of this notice. PREPAYMENT THIS You may prepay the entire assessment to the Finance YEAR: Director or Assessment Clerk of the City prior to November 30, 1992 when the assessment roll is certified to the County Auditor. No interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment roll. PREPAYMENT In subsequent years, prepayments of the entire amount SUCCEEDING YEARS: remaining due may be made to the Finance Director or Assessment Clerk at any time prior to November 15 of any year, provided that the installment and interest in process of collection on the current tax list shall be paid to the County Treasurer and the remaining principal balance shall be paid the City Finance Director or Assessment Clerk. The prepayment shall include the remaining assessment with interest accrued to December 31 of the year in which the prepayment is made. NO PARTIAL The City Council has not authorized the partial PREPAYMENT: prepayment of assessments prior to certification of the assessment or the first installment thereof to the County Auditor. Page 6 INTEREST RATE: If the assessment is not prepaid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 8 %. Interest accrues from the date to be specified in the resolution levying the assessment, but not earlier than the date of such resolution. Dated: May 8. 1992 BY ORDER OF THE CITY COUNCIL Varerie Leone, City C er Page 7 COUNCIL • • � • Originating Department City Manager Kirk McDonald B y'Management Assistant 0 Approved for Agenda 4 -27 -92 Agenda Section Ordinances & Resolutions Item No. 10.1 RESOLUTION DECLARING COST T BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT IN CONNECTION WITH 1991 STORM SEWER AND STREET IMPROVEMENT PROJECT NO. 470 At the April 13th Council meeting the City Council adopted a resolution ordering the preparation of the assessment roll in connection with the 1991 Street Improvement Project No. 470. There was an error in the figures that were inserted into the resolution, which were derived from the City Engineer's letter determining final costs, due to the fact that the preliminary estimates were used instead of the final figures on commercial property. A comparison of the figures is listed below: Previous Final Costs Correct Final Costs Amount to be assessed $1,180,179.00 $1,177,746.88 Amount to be assessed to City 74,192,85 73,651.13 Total amount to be assessed $1,254,371.85 $1,251,398.01 City's share 627,615.95 630,589.79 Total Final Project Cost $1,881,987.80 $1,881.987.80 The City Engineer has prepared the enclosed revised letter determining final cost. The City Attorney has prepared the enclosed revised Resolution Declaring Cost To Be Assessed And Ordering Preparation Of Proposed Assessment In Connection With 1991 Storm Sewer And Street Improvement Project No. 470. The revised resolution states that the City shall pay $630,589.70 of the project cost, exclusive of the amount it may pay as a property owner, and the sum of $1,251,398.01 shall be assessed against benefitted property owners. Staff recommends approval of the revised resolution. 6 • • : Review: Administration: Finance: RFA -001 RESOLUTION NO. 92 - RESOLUTION DECLARING COST TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT IN CONNECTION WITH 1991 STORM SEWER AND STREET IMPROVEMENT NO. 470 BE IT RESOLVED by the City Council of the City of New Hope as follows: WHEREAS, contracts have been let for the construction of Storm Sewer and Street Improvement No. 470 in the City, and and WHEREAS, the total cost of said improvements i s $1,881,987.80, WHEREAS, the City Council adopted Resolution No. 92 -80 at its April 13, 1992 meeting and that said Resolution incorrectly stated the costs assessable to benefitted properties and costs payable by the City. That the herein Resolution accurately reflects the allocation of costs between assessed costs and those payable by the City and that the herein Resolution shall replace Resolution No. 92 -80. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. The City Council hereby determines that the City shall pay $630,589.79 of said cost, exclusive of the amount it may pay as a property owner, and the sum of $1,251,398.01 shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. 2. The City Clerk, with the assistance of the City consulting engineer and any other necessary personnel, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and the Clerk shall file a copy of such proposed assessment in the Clerk's office for public inspection. 3. The City Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. Adopted by the City Council this 2.7th day of April, 1992. �Edw. J.-- rickson, Mayor Attest: G Valerie Leone, City Clerk CORRICK & SONDRALL CO I CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, PA STEVEN A.SONDRALL MICHAEL R.LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT April 20, 1992 A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425 -5671 FAX (612) 425.5967 Mr. Kirk McDonald Management Assistant City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Assessment Hearing for 1991 Street Project Our File No. 99.64700 Dear Kirk: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D.DERSY Please find enclosed the following revised Resolutions in connection with the assessment of costs for the 1991 Street Project to be considered at the April 27th Council meeting: 1. Resolution Declaring Cost to be Assessed and Ordering Q Preparation of Proposed Assessment in Connection with 1991 Storm Sewer and Street Improvement No. 470. 2. Resolution Calling for Public Hearing on Assessments for Storm Sewer and Street Improvement No. 470. As you know, the Resolution Declaring Costs to be Assessed was adopted at the April 13th Council meeting. Due to the change in the amount payable by the C i t y and the amount to be assessed to benefiting properties as we discussed in our April 20th telephone conversation, the enclosed Resolution Declaring Costs to be Assessed should hp re- adopted at the April 27th meeting This Resolution should be adopted prior to the adoption of the other enclosed Resolution Calling for a Public Hearing on the Assessments. This Resolution has also been revised to reflect the changed amount assessable to benefiting properties. Mr. Kirk McDonald April 20, 1992 Page 2 Contact me if you have any questions. Very truly yours, ORIGOOLSIGNM BY SMEN X WNI)RAM Steven A. Sondrall s1 m2 Enclosures * � THIS COPY FOR cc: Valerie Leone (w /enc) Mark Hanson (w /enc) P.S. Val, your Exhibit B should be attached to the Resolution Calling for Public Hearing. Please revise it to reflect the correct interest rate. Also, on page 5 of your notice. under total amount of proposed assessment, that number should be changed to $1,251,398.01. Call if you have questions. SAS City of New Hope 4401 Xylon Avenue N. new Hope, MN 55428 Attention: Mr. Daniel Donahue Re: 1991 Street Resurfacing Program City Project No. 470 Our File No. 34117 Dear Dan: James R. Maland, PE. - Otto G. Bonestroo, PE, Keith A. Gordon. PE. (( Jerry D. Pertzsch, P.E. ®��J7 �+�/ Q® Joseph C. Anderlik. PE. Richard W. Foster, P.E. Gary W. Morien, PE. Mark A. Seip, PE. Karen L. Wiemen. RE- Marvin L. Sorvala, P.E. Jerry A. Bourdon. P.E. Ismael Martinez, P.E. Michael P Rau. P.E. R ose „ a Richard E. Turner, P.E. Glenn R. Cook, PE. Mark A Hanson, P.E. David O. Loskota, P.E. Leo M. Pawelsky An a ®� r ' ' ■ K Thomas E. Noyes. PE. Robert G. Schunicht, P.E. Robert C Russek, A.I.A. Howard A. Sanford P.E. L. Phillip Gravel III, P.E. AS� J ® �'���� Susan M. Eberlin, C.PA. Donald C. Burgardt. P.E. Ted K. Field, P.E. Engineers & Architects Michael T Rautmann, PE. Robert R. Pfefferle, P.E. Thomas W. Peterson, P.E. Michael C. Lynch, P.E. April 13 1992 City of New Hope 4401 Xylon Avenue N. new Hope, MN 55428 Attention: Mr. Daniel Donahue Re: 1991 Street Resurfacing Program City Project No. 470 Our File No. 34117 Dear Dan: James R. Maland, PE. Rene C. Plumart, A.I.A. Kenneth P. Anderson, P.E. Agnes M. Ring, A.I.C.P. Mark R. Rolfs, PE. Jerry D. Pertzsch, P.E. Thomas E. Angus, P.E. Cecilio Olivier, P.E. Daniel J. Edgerton. P.E. Gary W. Morien, PE. Mark A. Seip, PE. Karen L. Wiemen. RE- Philip J. Caswell, P.E. Keith R. Yapp, P.E. Ismael Martinez, P.E. Michael P Rau. P.E. Mark D. Wallis. P.E. Charles A. Erickson Thomas R. Anderson, A.I.A. Leo M. Pawelsky Gary F. Rylander, P.E. Harlan M. Olson Miles B. Jensen, P.E. L. Phillip Gravel III, P.E. We have determined the final costs for the above project which are presented in the attached sheet (Appendix A). We have also compared the final amount to the amount estimated in the preliminary report presented at the public hearing dated March 25, 1991. As noted, additional construction was incorporated into the plans for bidding and after bidding in the form of change orders not identified in the preliminary report. The final assessment rates for local street resurfacing and collector street resurfacing are listed below compared to the estimated rate in the preliminary report. Preliminary % Local Street Resurfacing Final Rate Report Rate Difference Residential $16.78/F.F. Commercial 25.17/F.F. Collector Street Resurfacing Residential $12.59/F.F. Commercial 25.17/F.F. $17.05/F.F. -1.6% 25.60/F.F. -1.6% $12.80/F.F. -1.6% 25.60/F.F. - 1.6% Listed below are the final rates to be used for determining assessments against the properties requesting their driveway approach be reconstructed: Final Rate Estimated Rate Concrete Curb $14.03/L.F. $13.00/L.F. Bituminous Driveway $17.27/S.Y. $16.00 /S.Y. Concrete Driveway $32.37/S.Y. $30.00 /S.Y. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612 - 636 -4600 City of New Hope April 13, 1992 Mr. Daniel Donahue Page 2 Listed below is the final cost separated into the amount to be assessed, the amount to be assessed to the City, and the City's share: Amount to be assessed $1,177,746.88 Amount assessed to City 73,651.13 City's share 630,589.79 Total Final Project Cost $1,881,987.80 If you have any questions please feel free to contact me at this office. Yours very truly, BON STROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mar Hanson MH:lk Attachment cc: Larry Watts Kirk McDonald Steve Sondral Cheryl Joens APPENDIX A 1992 STREET RESURFACING PROGRAM Project No. 470 File 34117 Final Preliminary % Des cription M ount d epor t Difference C.S. McCrossan Contract A. Street Reconstruction $1,101,729.30 * $1,094,890 + 0.6% B. Driveway Reconstruction 80,348.14 * N/A C. Storm Sewer Extensions 216,149.73 214,800 + 0.6% D. Water Main Sanitary Sewer Specials 26,542.60 N/A E. Sanitary Sewer Repair 31st/Flag Ave. 27,735.87 N/A 6) Subtotal $1,452,505.60 N/A Change Order No. 1 Subtotal $ 19,832.43 1) 52nd Avenue Water Main Replacement $ 43,668.10 N/A 2) Water tight Sanitary Sewer Castings 4,744.98 N/A Subtotal $ 48,413.08 Change Order No. 2 1) Miscellaneous Sanitary Sewer Repairs $ 8 N/A 2) Street Repair 8116 29th Avenue 1,606.12 N/A 3) Relocate hydrant 9308 51st Avenue 4,317.08 N/A 4) Storm Sewer Repair 47th/Independence Ave. 1,758.56 N/A 5) Grade drainage swale 47th/Rhode Island Ave. 1,090.76 N/A 6) Relocate hydrant 52nd Ave. Cul -de -sac 2,091.31 N/A Subtotal $ 19,832.43 G.M.H. As �t Corp. Contract 1) 49th Avenue Street (MSA Participating) $285,712.05 * 186,750 + 53.0% 2) Sanitary Sewer (Non MSA Participating) 67,437.47 N/A Subtotal $353,149.52 Change Order No. 1 1) Sidewalk (TH 169 to Erickson Drive) $ 8.087.04 * N/A Subtotal $ 8,087.04 TOTAL $1 * The overhead amount is 26.36% which includes 4'h% for administration and 3% for interest. All remaining overhead is 17.16% which does not include administration and interest. AFFIDAVIT OF MAILING HEARING NOTICE IMPROVEMENT PROJECT #470 STATE OF MINNESOTA) COUNTY OF HENNEPIN) ss CITY OF NEW HOPE) I, the undersigned being the duly qualified City Clerk of the City of New Hope, Minnesota, hereby attest and certify that: On May 8, 1992, acting on behalf of said City, I deposited in the United States mail at New Hope, Minnesota, copies of the attached notice of a hearing on Improvement Project No. 470, mailed first class, with postage thereon fully prepaid, addressed to the persons at the addresses appearing opposite their respective names, list attached. There is a delivery service by United States mail between the place of mailing and the places so addressed. City Clerk Subscribed and sworn to before me h day of 19-0n. My commission expires F —199,5- 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 YOUR ASSESSMENT: INTEREST RATE/TERM: NOTICE OF HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT NO. 470 M $2" 8% Over 10 Years FAX (612) 531 -5174 TIME AND PLACE Notice is hereby given that the City Council of the City GENERAL NATURE OF of New Hope, Minnesota, will meet in the City Hall at IMPROVEMENTS: 4401 Xylon Avenue North 'in the City of New Hope, Minnesota, on the 26th day of May, 1992, at 7:00 o'clock p.m. to consider objections to the proposed assessments for Storm Sewer and Street Improvement No. 470 heretofore ordered by the City Council. The general nature of the improvement is the construction of streets, concrete curb and gutter, and storm sewers including grading, construction of base and asphalt surface, installation of drain pipes, manholes and catch basins, and all other appurtenance works and services reasonably required to complete said construction. ASSESSMENT ROLL The proposed assessment roll is on file with the City OPEN TO Clerk and open to public inspection. INSPECTION: AREA PROPOSED TO The area proposed to be assessed consists of every lot, BE ASSESSED: piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: ALL PROPERTIES LOCATED ON INDEPENDENCE AVENUE NORTH, NORTH OF BASS LAKE ROAD. Leonard's 1st Addition Lots 1 -3 and 5, Block 1 Lots 1 -3, Block 2 Priebe Acres Lot 3, Block 1 Registered Land Survey No. 1205 Lots A, C, D, E, and F Family Styled City JR. 19. , rF Registered Land Survey No. 1107 Registered Land Survey No. 1062 Jessen's Highland Hills Unplatted Section 6: Lots C, D, E, and F Lot 7, Block 2 That part of N 90 ft of S. 618.5 ft of W 330 ft of SW 1/4 of NW 1/4 lying E of Sly exts of W line of E 1 ft of Tract A RLS No. 1062 Ex Road, Section 6, Township 118, Range 21. Com at apt in W line of SW 1/4 of NW 1/4 di s 470.72 ft N from SW cor thof, th E par with S line thof 184.01 ft to actual pt of beg, th N par with W line thof 57.78 ft, th E par with S line thof 115.99 ft, th S par with W line thof 210.04 ft, the NWly along a curve concave to the NE having a radius of 863.67 ft dis 191.07 ft to pt of beg, Section 6, Township 118, Range 21. ALL PROPERTIES LOCATED ON 49TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Zubecks Rolling Hills Addition Plufka First Addition Brandell Industrial Park Brandell Industrial Park 2nd Addn Unplatted Section 7: Lots 1 -4, Block 1 Lot 16, Block 3 Outlot A Lot 2, Block 1 Lot 2, Block 1 That part of the S 112 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Wly of Frontage Road Ex Hwy and Ex Road, Section 7, Township 118, Range 21. That part of W 735.77 ft of the S 112 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Ely of Frontage Road Except Rd, Section 7, Township 118, Range 21. W 145.2 ft of E 575.01 ft of S 335.01 ft of NW 1/4, Section 7, Township 118, Range 21. Page 2 Unplatted Section 7 (cont.) S 335.01 ft of E 429.81 ft of NW 1/4 Ex Roads, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 52ND AVENUE NORTH, 51ST AVENUE NORTH, AND 50TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18) AND ALL PROPERTIES ON HILLSBORO AVENUE NORTH BETWEEN 52ND AVENUE NORTH AND 50TH AVENUE NORTH. Keelor Steel 1st Addition Olson Industrial Park Lots 1 -5, Block 1 Lots 1 -3, Block 1 Lots 1 -2, Block 2 Outlot B Olson Industrial Park 2nd Addn. Unplatted Section 7: Lots 1 -2, Block 1 Corn at a pt in W line of NW 1/4 of NW 1/4 dis 187 ft S of Sly line of Railroad right -of -way, th deflecting 90 deg 50 min to the left 634.5 ft, th deflecting 11 deg 10 min to the left to a pt in the E line of W 907.5 ft of NW 1/4 of NW 1/4 dis 131.1 ft S of Sly line of Railroad right -of -way, th N to said right -of -way line, th Wly along said right -of -way line to W line of NW 1/4, th S to beg, Ex Road, Section 7, Township 118, Range 21. Com at a pt in W line of NW 1/4 dis 1383.4 ft N from SW cor thof, th N along said W l i n e to a pt 187 ft S from Sly line of Railroad right -of- way, th deflecting rt 89 deg 10 min to intersection with a line par with and 470.01 ft E from W line of NW 1/4 of NW 1/4, th S along said line to a point 1383.4 ft N from S. line of NW 1/4, th W to beg, Ex Road, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 48TH AVENUE NORTH, 47 112 CIRCLE NORTH, 47 1/2 PLACE NORTH, 47 112 AVENUE NORTH, 46TH AVENUE NORTH, 45 112 AVENUE NORTH BETWEEN WINNETKA AVENUE NORTH AND QUEBEC AVENUE NORTH AND ALL PROPERTIES ON SUMTER AVENUE NORTH AND RHODE ISLAND AVENUE NORTH BETWEEN 45TH AVENUE NORTH AND 48TH AVENUE NORTH. Replat of Lynncroft 1st Addn. Perry's Sprucewood Registered Land Survey No. 100 Lots 1 -22, Block 1 Lots 1 -14, Block 1 Lots 1 -15, Block 2 Lots I, J, K, L, M, N, 0 and P Page 3 Registered Land Survey No. 255 Winnetka Hills Registered Land Survey No. 948 Winnetka Hills 2nd Addition Lots A, B, C, D, E, F, G and H Lots 1 -8, Block 1 Lot 1, Block 2 Lots 2 -5, Block 3 Lots 1 -6, Block 4 Lots A and B Lots 1 -14, Block 1 Lots 1 -10, Block 2 ALL PROPERTIES ON CAVELL AVENUE NORTH, DECATUR AVENUE NORTH, ENSIGN AVENUE NORTH, FLAG AVENUE NORTH, JORDAN AVENUE NORTH, ZEALAND AVENUE NORTH, XYLON AVENUE NORTH, WISCONSIN AVENUE NORTH, VIRGINIA AVENUE NORTH, AND UTAH AVENUE NORTH SOUTH OF 42ND AVENUE NORTH AND NORTH OF NORTHWOOD PARKWAY AND ALL PROPERTIES ON 36 112 CIRCLE NORTH, 37TH AVENUE NORTH, 38TH AVENUE NORTH, 38 112 AVENUE NORTH, 39TH AVENUE NORTH, 40 1/2 AVENUE NORTH, 40TH AVENUE NORTH, NORTHWOOD PARKWAY AND HOPEWOOD LANE BETWEEN WINNETKA AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Hipp's Hopewood Hills 2nd Addn. Lots Lots Lots Lots Lots Lots Lots Barrett's Terrace Lots Lots Lots Lots Gordon's Lakeview Terrace Lots Lots Lots Gordon's Lakeview Terrace 1 -15, Block 1 1 -30, Block 2 1 -15, Block 3 1 -14, Block 4 1 -13, Block 5 1 -15, Block 6 1 -9, Block 7 9 -15, Block 1 1 -15, Block 2 1 -16, Block 3 1 -9, Block 4 5 and 6, Block 1 1 -9, Block 2 1 -13, Block 3 2nd Addn. Lots 2 -5 and 7 -15, Block 1 Gordon's Lakeview Terrace 4th Addn. Lots 1 and 2, Block 1 Hipp's Hopewood Hills Revised Lots 1 -13, Block 1 Lots 1 -11, Block 2 Lots 1 -27, Block 3 Lots 1 -27, Block 4 Lots 7 -20, Block 5 Page 4 Hopewood Hills Lots Lots Lots Lots Lots Lots 1 -19, Block 1 1 -4, Block 2 1 and 2, Block 3 1 -15, Block 4 1 -26, Block 5 12 -27, Block 6 Lots 1 -24, Block 7 Lots 1 and 2, Block 8 Lots 1 -20, Block 9 Lots 1 -22, Block 10 Towers North Lots 1 -12, Block 1 Towers South Lots 1 -8, Block 1 Lots 1 -13, Block 2 Lots 1 -33, Block 3 ALL PROPERTIES ON 39TH AVENUE NORTH AND MARYLAND AVENUE NORTH BETWEEN 40TH AVENUE NORTH AND 38TH AVENUE NORTH. Winnetka Gardens Aud. Subd. No. 324 Lots 1 -3, Block 1 Part of Lot 3 (PIN 17- 118 -21 22 0002) Gwynnco Second Addition Gwynnco Addition Lots 1 -13, Block 3 Lots 1 -16, Block 4 Lots 1 -10, Block 5 Lots 1 -7, Block 6 Lot 1, Block 7 Lot 1, Block 3 TOTAL AMOUNT OF The total amount proposed to be assessed is PROPOSED $1,251,398.01. ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered at the OBJECTIONS: hearing. RIGHT OF APPEAL: An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. Page 5 LIMITATION ON No appeal may be taken as to the amount of any assessment APPEAL: adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections ASSESSMENTS: 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1.60 et. al., a copy of which is available upon request at the office of the City Clerk. SPECIFIC AMOUNT TO The amount to be specifically assessed against your BE ASSESSED: particular lot piece, or parcel of land is stated on the first page of this notice. PREPAYMENT THIS You may prepay the entire assessment to the Finance YEAR: Director or Assessment Clerk of the City prior to November 30 1992 when the assessment roll is certified to the County Auditor. No interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment roll. -,' r PREPAYMENT In subsequent years, prepayments of the entire amount SUCCEEDING YEARS: remaining due may be made to the Finance Director or Assessment Clerk at any time prior to November 15 of any year, provided that the installment and interest in process of collection on the current tax list shall be paid to the County Treasurer and the remaining principal balance shall be paid the City Finance Director or Assessment Clerk. The prepayment shall include the remaining assessment with interest accrued to December 31 of the year in which the prepayment is made. NO PARTIAL The City Council has not authorized the partial PREPAYMENT: prepayment of assessments prior to certification of the assessment or the first installment thereof to the County Auditor. INTEREST RATE: If the assessment is not prepaid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 8 %. Interest accrues from the date to be specified in the resolution levying the assessment, but not earlier than the date of such resolution. Dated: May 8. 1992 BY ORDER OF THE CITY COUNCIL Valerie Leone, - City C er Page 7 06- 118 -21 23 0004 JAMES DHAEMERS 5849 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0055 DAVE BUCKLEY 5960 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0059 BRIAN GILHOOLY J. GILHOOLY 5955 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0063 ROGER HARMAN JUNE HARMAN 5905 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0069 THEODORE PEARSON 5923 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0073 TIMOTHY LITTLE JULIANNA LITTLE 5924 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0076 SCOTT & JANET RIPCZINSKI J. L. KROSCH 5906 INDEPENDENCE AVE N NEW HOPE MN 55428 07- 118 -21 21 0001 KEELOR STEEL INC. 5101 BOONE AVE N NEW HOPE MN 55428 07- 118 -21 22 0003 T. CHALGREN TRUSTEE JAMES RADDATZ 3025 HARBOR LA N PLYMOUTH MN 55441 07- 118 -21 23 0006 THOMAS SCHLANGEN 9000 LAWNDALE LA N MAPLE GROVE MN 55369 06- 118 -21 23 0030 T. J. KUSNIEREK J. M. KUSNIEREK 5900 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0056 GWENDOLYN WING 5952 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0060 ALLAN OLSON 5947 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0067 JAMES KIRCHNER S KIRCHNER 5911 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0070 DANIEL GIGUERE ARLENE GIGUERE 5931 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0074 WILLIAM RYAN 5918 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0079 JEROME THEISEN BONNIE THEISEN 5901 INDEPENDENCE AVE N NEW HOPE MN 55428 07- 118 -21 22 0001 PRECISION ENGINEERING 9300 52ND AVE N NEW HOPE MN 55428 07- 118 -21 22 0008 EDGAR MCDONALD CONSTANCE MCDONALD 9210 52ND AVE N NEW HOPE MN 55_428 gam` 06- 118 -21 23 0054 MICHAEL MAILE MARY BETH MAPLE 5968 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0058 CHARLES PAIGE JR SANDRA PAIGE 5938 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0061 M. STOCKERT J. CRARY - STOCKERT 5939 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0068 BERNICE JANOS 5917 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0071 ORIN KALHAGEN TAMELA KALHAGEN 5930 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0075 THOMAS DUNLEAVY 5912 INDEPENDENCE AVE N NEW HOPE MN 55428 06- 118 -21 23 0081 HAZEL ZAUN 5946 INDEPENDENCE AVE N NEW HOPE MN 55428 07- 118 -21 22 0002 JONATHAN MINER L. MINER 3072 13TH TERRACE NW NEW BRIGHTON MN 55112 07- 118 -21 22 0009 OLSON STORAGE 5010 HILLSBORO AVE N NEW HOPE MN 55428 07- 118 -21 23 0008 07- 118 -21 23 0009 STABEN CO ASSOCIATED PARTNERS ROBERT S. OLSON/OLSON CONCRETE 5000 HIGHWAY 169 5010 HILLSBORO AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 07- 118 -21 23 0010 07- 118 -21 23 0012 07- 118 -21 23 0013 THOMAS JOSEPH MERZ CAMBRIDGE INVESTMENT CO LAWRENCE DEMEULES C M D COMPANY 5006 HILLSBORO AVE N STANDARD IRON & WIRE WORKS 2316 4TH AVE S NEW HOPE MN 55428 4990 HIGHWAY 169 MPLS MN 55404 NEW HOPE MN 55428 07- 118 -21 23 0016 07- 118 -21 23 0018 07- 118 -21 23 0022 RZS PARTNERSHIP ENGLUND GRAPHICS INC. MLB PROPERTIES INC C/O UPPER MIDWEST MGMT CORP 9100 49TH AVE N 6321 RUSSELL AVE S 1106 S. BROADWAY NEW HOPE MN 55428 RICHFIELD MN 55423 NEW ULM MN 56073 07- 118 -21 24 0008 07- 118 -21 24 0012 07- 118 -21 24 0013 LESTER GOETZKE BONNIE GEAROU HARRY JACOBSON MIDTOWN MFG CO ROBERT GEAROU 5017 BOONE AVE N 8800 49TH AVE N 5920 KIRKWOOD LA N NEW HOPE MN 55428 NEW HOPE MN 55428 PLYMOUTH MN 55442 07- 118 -21 31 0001 07- 118 -21 31 0002 07- 118 -21 31 0003 STEPHAN HEDMAN DONNA PERRIER KENT OLSON 8809 49TH AVE N 8801 49TH AVE N KAREN MOTZKO NEW HOPE MN 55428 NEW HOPE MN 55428 8717 49TH AVE N NEW HOPE MN 55428 07- 118 -21 31 0004 07- 118 -21 31 0063 08- 118 -21 32 0014 LEO SOLSTAD NHO NUYNH RODNEY BJORLIN NELLA SOLSTAD NGOC THUY NUYNH 7821 47 1/2 AVE N 8709 49TH AVE N 8911 49TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0015 08- 118 -21 32 0016 08- 118 -21 32 0017 RUSSELL NORDSTROM KATHRYN HAMMERSENG MICHAEL GOEBEL N. NORDSTROM 7801 47 1/2 AVE N AUDREY GOEBEL 7811 47 1/2 AVE N NEW HOPE MN 55428 7731 47 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0018 08- 118 -21 32 0019 08- 118 -21 32 0020 JOHN KARA CLARENCE PETERSON ELDON ECKERT 7721 47 1/2 AVE N 7711 47 1/2 AVE N 7701 47 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0021 08- 118 -21 32 0022 08- 118 -21 32 0023 DAVID MOHN DONALD HUNERBERG BERNARD PUDEWELL D. L. & D. K. MOHN 7710 47TH AVE N 7720 47TH AVE N 7700 47TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0024 08- 118 -21 32 0025 08- 118 -21 32 0026 PERRY PETERSON MAURICE ZWACK JR ROBERT KURKOWSKI JR. KATHERINE PETERSON MICHELE ZWACK DENISE KURKOWSKI 7730 47TH AVE N 7800 47TH AVE N 7810 47TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55 NEW HOPE MN 55428 08- 118 -21 32 0027 08- 118 -21 32 0028 08- 118 -21 32 0029 GREGORY SZABLA LEO ZEISEL JEROME LEWANDOWSKI K. K. SZABLA 7860 47 1/2 CIR N DAWN LEWANDOWSKI 7820 47TH AVE N NEW HOPE MN 55428 7850 47 1/2 CIR N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0030 08- 118 -21 32 0031 08- 118 -21 32 0032 RICKY NESS MARK HERRICK CHARLES KIRCHNER C. M. NESS PEGGY HERRICK 7820 47 1/2 CIR N 7840 47 1/2 CIR N 7830 47 1/2 CIR N NEW HOPE MN 55428 NEW HOPE MN 55427 NEW HOPE MN 55428 08- 118 -21 32 0033 08- 118 -21 32 0034 08- 118 -21 32 0035 ROBERT LANG NANCY LOHMANN MICHAEL & SANDRA HAVLIK 7810 47 1/2 CIR N 7800 47 1/2 CIR N S. K. HAUGEN NEW HOPE MN 55428 NEW HOPE MN 55428 7760 47 1/2 AVE N NEW HOPE MN 55428 08- 118 -21 32 0036 08- 118 -21 32 0037 08- 118 -21 32 0038 MARY HEBIG DONALD CASHMAN WILLIAM KOPP 7750 47 1/2 PL N G. CASHMAN 7730 47 1/2 PL N NEW HOPE MN 55428 7740 47 1/2 PL N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0039 08- 118 -21 32 0040 08- 118 -21 32 0041 ROBERT BARRICK GARY NEUMAN REUBEN BESONEN JR TAMARA BARRICK 7710 47 1/2 PL N 7700 47 1/2 PL N 7720 47 1/2 PL N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0046 08- 118 -21 32 0047 08- 118 -21 32 0048 DAVID QUIGLEY MICHAEL TANNER SCOTT SCHOUVIELLER 7860 48TH AVE N E. TANNER MICHELE SCHOUVIELLER NEW HOPE MN 55428 7840 48TH AVE N 7820 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55427 08- 118 -21 32 0049 08- 118 -21 32 0050 08- 118 -21 32 0051 LEWIS WINKER RANJAN NIRGUDE PAUL FRISTEDT 7800 48TH AVE N 7780 48TH AVE N 7760 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428, 08- 118 -21 32 0052 08- 118 -21 32 0053 08- 118 -21 32 0054 GARY HANSEN JEFFREY ELIASON MICHAEL NATYSIN MARLYS HANSEN 7720 48TH AVE N 7700 48TH AVE N 7740 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55427 NEW HOPE MN 55428 08- 118 -21 32 0055 08- 118 -21 32 0056 08- 118 -21 32 0057 WILLIAM STANLEY BRUCE DEJONG VERNON PETERSON KATHRYN STANLEY TRACY DEJONG 7629 48TH AVE N 7640 48TH AVE N 7620 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0058 08- 118 -21 32 0059 08- 118 -21 32 0060 DONNAVAN LYSDAHL EMBER REICHGOTT CARL GUSTAFSON 7649 48TH AVE N 7701 48TH AVE N 7719 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0061 08- 118 -21 32 0062 08- 118 -21 32 0063 H. V. WACHHOLZ DING RONG WEN KEVEN KASSULKER S. WACHHOLZ XUE PING WEN JUDITH KASSULKER 7739 48TH AVE N 7759 48TH AVE N 7779 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0064 08- 118 -21 32 0065 08- 118 -21 32 0066 MARVIN CARLSON LEONARD OLSON J. BEYER 7801 48TH AVE N RICHARD & BONNIE LIEBERMAN J. BEYER NEW HOPE MN 55428 7819 48TH AVE N 7839 48TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 32 0067 08- 118 -21 33 0011 08- 118 -21 33 0012 JEFFREY WHITE B. HANSEN /C. E. PETERSON PAUL REVERING GLADYS WHITE STUART YANKO PEGGY REVERING 7859 48TH AVE N 4601 SUMTER AVE N 4609 SUMTER AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0013 08- 118 -21 33 0014 08- 118 -21 33 0015 JUNE JESSEN ALLEN ALBUE MARGARET HILGER 4617 SUMTER AVE N ELIZABETH ALBUS 4633 SUMTER AVE N NEW HOPE MN 55428 4625 SUMTER AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0016 08- 118 -21 33 0017 08- 118 -21 33 0018 RONALD LUNDBERG R. L. PERRY /B. W. MC CULLAGH TROY SEIFERT MARY LUNDBERG STANLEY ANDRESEN 4657 SUMTER AVE N 4641 SUMTER AVE N 4649 SUMTER AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0019 08- 118 -21 33 0020 08- 118 -21 33 0021 JOHN & SUSAN STEIN EDWARD FUCHS RAND CARLSON S. D. OHLAND ANN FUCHS 4640 SUMTER AVE N 4656 SUMTER AVE N 4648 SUMTER AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0022 08- 118 -21 33 0023 08- 118 -21 33 0024 LARISA RIVKIND DALE ERICKSON MONA ANDRESEN VALERY RIVKIND 4624 SUMTER AVE N 4616 SUMTER AVE N 4632 SUMTER AVE N NEW HOPE MN 55428 NEW HOPE MN 55428. NEW HOPE MN 55428 08- 118 -21 33 0025 08- 118 -21 33 0026 08- 118 -21 33 0027 THOMAS BIES AMERICAN HSG TRUST II JAMES DUBAY 4608 SUMTER AVE N TODD & ROBIN DEYO REGINA DUBAY NEW HOPE MN 55428 4600 SUMTER AVE N 4632 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0028 08- 118 -21 33 0029 08- 118 -21 33 0030 DEAN THEISEN HOWARD PEVESTORF MARY SMITH 4640 RHODE ISLAND AVE N 4657 RHODE ISLAND AVE N 4649 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0031 08- 118 -21 33 0032 08- 118 -21 33 0033 THOMAS WITT JOSEPH FORRER SR. JOSEPH SZABLA DIANE WITT 4633 RHODE ISLAND AVE N 4625 RHODE ISLAND AVE N 4641 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 - 08- 118 -21 33 0034 08- 118 -21 33 0035 08- 118 -21 33 0036 DOUGLAS WAGNER KEVIN KNOX GERALD POOLE THERESA JACOBS- WAGNER M. L. KNOX JEANNINE POOLE 4617 RHODE ISLAND AVE N 4609 RHODE ISLAND AVE N 4601 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0037' 08- 118 -21 33 0038 08- 118 -21 33 0039 DONALD WESTLUND RICHARD BJORKE LOREN GULSVIG MARY ANN WESTLUND 4624 RHODE ISLAND AVE N 4616 RHODE ISLAND AVE N 4656 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0040 08- 118 -21 33 0041 08- 118 -21 33 0042 ARTHUR HEIKKILA JR. DAVID WINTER GORDON SIMONS EDITH HEIKKILA 4600 RHODE ISLAND AVE N 7741 46TH AVE N 4608 RHODE ISLAND AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0043 08- 118 -21 33 0044 08- 118 -21 33 0045 EDWARD FRENCH JOHN BRENTRUP DAVID DESMIT F. M. FRENCH 7725 46TH AVE N MARY JO DESMIT 7733 46TH AVE N NEW HOPE MN 55428 7717 46TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0046 08- 118 -21 33 0047 08- 118 -21 33 0048 KATHRYN WATSON CARL BLOOMQUIST EARL WILSON ERICK WATSON 7701 46TH AVE N CHRISTOPHER SCHOENECKER 7709 46TH AVE N NEW HOPE MN 55428 7819 45 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0049 08- 118 -21 33 0050 08- 118 -21 33 0051 JEANETTE LUECK RUSSELL TAFT JOHN ZIMMERMAN MARY BLUML 7801 45 1/2 AVE N KATHLEEN ZIMMERMAN 7809 45 1/2 AVE N NEW HOPE MN 55428 7733 45 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0052 08- 118 -21 33 0053 08- 118 -21 33 0054 MICHAEL GARDNER SUZETTE HUNT KENNETH HANNAY J. GARDNER 7717 45 1/2 AVE N 7709 45 1/2 AVE N 7725 45 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0055 08- 118 -21 33 0056 08- 118 -21 33 0057 GORDON LARSON JEFFREY RUDOY T. L. & C. Y. VEECH LUELLA LARSON SANDRA RUDOY MARILYNN IVERSEN 7708 45TH AVE N 7716 45TH AVE N 7724 45TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0058 08- 118 -21 33 0059 08- 118 -21 33 0060 GENE HIRT EARL BORENE PATRICK ROLLOFF JOAN HIRT 7800 45TH AVE N KATHERINE LAWAY 7732 45TH AVE N NEW HOPE MN 55428 7808 45TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0061 08- 118 -21 33 0062 08- 118 -21 33 0063 RICHARD DELANEY ERWIN HEICHERT TERESE DIEHL 5720 LOIS LA 7816 45 1/2 AVE N NATHAN DIEHL EDWNA MN 55435 NEW HOPE MN 55428 7808 45 1/2 AVE N - NEW HOPE MN 55428 08- 118 -21 33 0064 08- 118 -21 33 0065 08- 118 -21 33 0066 MARIE VOLK EDWIN CASPERS ROBERT BUSS MICHAEL VOLK 7732 45 1/2 AVE N 7724 45 1/2 AVE N 7800 45 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0067 08- 118 -21 33 0068 08- 118 -21 33 0069 JACKIE BEAVER ANNETTE JOHNSON GERALD DUFOUR JACK BEAVER LAUREL JOHNSON 7700 45 1/2 AVE N 7716 45 1/2 AVE N 7708 45 1/2 AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 08- 118 -21 33 0070 08- 118 -21 33 0071 17- 118 -21 22 0002 EDWARD ZAPPE JAMES BOWE MILES FITERMAN TRUSTEE M. ZAPPE JENNIE BOWE C/O TOWERS MGMT 2460 ZEALAND AVE N 7649 46TH AVE N 5217 WAYZATA BLVD /STE 212 MPLS MN 55427 NEW HOPE MN 55428 MPLS MN 55416 17- 118 -21 22 0023 17- 118 -21 22 0024 17- 118 -21 22 0025 BARBARA ZIMDARS JOEL BLANCHFIELD DORIS PATTERSON 7801 45TH AVE N 7811 45TH AVE N 7821 45TH AVE N NEW HOPE MN 55428 NEW HOPE MN 55428 NEW HOPE MN 55428 17- 118 -21 31 0019 17- 118 -21 31 0031 17- 118 -21 31 0041 RAYMOND HUGHES DONALD JACOBWITH MICHAEL DARGIS 3840 OREGON AVE N MICHAEL JACOBWITH 3933 LOUISIANA AVE N NEW HOPE MN 55427 3941 LOUISIANA AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0042 17- 118 -21 31 0043 17- 118 -21 31 0044 FERNANDO DE LA BARBA DONALD HERBECK FRANCES TRUEMAN 3925 LOUISIANA AVE N 3917 LOUISIANA AVE N JOHN TRUEMAN NEW HOPE MN 55427 NEW HOPE MN 55427 3909 LOUISIANA AVE N NEW HOPE MN 55427 17- 118 -21 31 0045 17- 118 -21 31 0046 17- 118 -21 31 0047 ROBERT MARTIN HIPPS CONSTRUCTION CO ROBERT LUNDEEN RENEE MARTIN ALVIN AMUNDSON 7108 39TH AVE N 3901 LOUISIANA AVE N 7100 39TH AVE N NEW HOPE MN 55427, NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0048 17- 118 -21 310049 17- 118 -21 31 0050 DUANE REYNOLDS LEO ADAMS ANDREW BYRNES P. REYNOLDS MARY ADAMS DIANE BYRNES 7116 39TH AVE N 7200 39TH AVE N 7208 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0051 17- 118 -21 31 0052 17- 118 -21 31 0053 MICHAEL MC CLELLAN BEVERLY KROGSENG LINDA MAIKKULA 7216 39TH AVE N 7300 39TH AVE N BRUCE MAIKKULA NEW HOPE MN 55427 NEW HOPE MN 55427 7308 39TH AVE N NEW HOPE MN 55427 17- 118 -21 31 0063 17- 118 -21 31 0064 17- 118 -21 31 0065 KATHRYN DESBLES MARK EDBLOM SCOTT HALLSTROM 3940 LOUISIANA AVE N SUZANNE EDBLOM JEAN HALLSTROM NEW HOPE MN 55427 3932 LOUISIANA AVE N 3924 LOUISIANA AVE N NEW HOPE MN 55 NEW HOPE MN 55427 17- 118 -21 31 0066 17- 118 -21 31 0067 17- 118 -21 31 0068 BARBARA SCHIEBEL MICHAEL ROYZMAN HAROLD TURNER BARBARA FERRARA DORA ROYZMAN 3900 LOUISIANA AVE N 3916 LOUISIANA AVE N 3908 LOUISIANA AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0069 17- 118 -21 31 0070 17- 118 -21 31 0071 EDWARD HANNAY S. B. SCHNEIDER CITY OF CRYSTAL B. HANNAY 3862 MARYLAND AVE N 4141 DOUGLAS DR 3870 MARYLAND AVE N NEW HOPE MN 55427 CRYSTAL MN 55422 NEW HOPE MN 55427 17- 118 -21 31 0072 17- 118 -21 31 0073 17- 118 -21 31 0074 RONALD PERHAI ARTHUR NIENABER THOMAS LOECHLER SANDRA PERHAI E. L. NIENABER KAREN BOWEN 3848 MARYLAND AVE N 3840 MARYLAND AVE N 3832 MARYLAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0075 17- 118 -21 31 0076 17- 118 -21 31 0077 MARY ELLEN BOFFERDING WAYNE LIEN M. R. RILEY 3824 MARYLAND AVE N LINDA LIEN BETTY RILEY NEW HOPE MN 55427 3816 MARYLAND AVE N 3808 MARYLAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 17- 118 -21 31 0078 18- 118 -21 21 0006 18- 118 -21 21 0007 FREDERIC LEMMER C. T. & L. M. STORRER WALTER CONLEY 3800 MARYLAND AVE N LEE & MARY NEWTON MARTHA CONLEY NEW HOPE MN 55427 9109 42ND AVE N 4157 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 21 0008 18- 118 -21 21 0009 18- 118 -21 21 0010 JOHN LENHART WALTER RANDLE GEORGE MCDONOUGH JUDITH LENHART NELLIE RANDLE 4156 FLAG AVE N 9001 42ND AVE N 4157 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 21 0011 18- 118 -21 21 0012 18- 118 -21 21 0013 JACK NABEDRICK DUANE HOFF KARIN LOCKWOOD 9009 42ND AVE N 4164 ENSIGN AVE N 4156 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427, 18- 118 -21 23 0016 18- 118 -21 23 0017 18- 118 -21 23 0018 EARL BONDE DAVID SLAG JAMES BAER DIANE BONDE 9116 40 1/2 AVE N SCOTT CRAIG WESTIN 9124 40 1/2 AVE N NEW HOPE MN 55427 9324 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0019 18- 118 -21 23 0020 18- 118 -21 23 0021 MALCOLM CHESNUTT THOMAS COLLINS MICHAEL WILDER C. CHESNUTT WINNIFRED COLLINS SUSAN WILDER 9316 40 1/2 AVE N 9308 40 1/2 AVE N 9300 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0022 18- 118 -21 23 0023 18- 118 -21 23 0024 DONALD MOOREHEAD DAVID GANGLER GERALD ALTHMAN 9232 40 1/2 AVE N NANCY GANGLER JANICE ALTHMAN NEW HOPE MN 55427 9224 40 1/2 AVE N 9216 40 1/2 AVE N NEW HOPE MN 55 NEW HOPE MN 55427 18- 118 -21 23 0025 18- 118 -21 23 0026 18- 118 -21 23 0028 GREGORY KATZ JAMES FAUSTGEN RICHARD HENRY RANDI KATZ MARY JO FAUSTGEN 9325 40 1/2 AVE N 9208 40 1/2 AVE N 9200 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0029 HARVEY FELDMAN ANDREA FELDMAN 9317 40 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 23 0030 JAMES FORSTAD CAROL FORSTAD 9309 40 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 23 0031 JAMES CUSHENBERRY MATTIE CUSHENBERRY 9301 40 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 23 0032 18- 118 -21 23 0033 18- 118 -21 23 0034 THOMAS WAHL JOHN MOZEY JERE GWIN -LENTH SUSANNE WAHL 9225 40 1/2 AVE N 9217 40 1/2 AVE N 9233 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0035 18- 118 -21 23 0036 18- 118 -21 23 0037 DUANE RUSS DONNA BOHN BEVERLY WHITE 9209 40 1/2 AVE N 9201 40 1/2 AVE N 9141 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0038 18- 118 -21 23 0039 18- 118 -21 23 0040 KATHERINE MOORE PAUL THOMPSON RICHARD OLSON MICHAEL MOORE 9125 40 1/2 AVE N 9117 40 1/2 AVE N 9133 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0045 18- 118 -21 23 0046 18- 118 -21 23 0047 STATE BOND & MTG LIFE INS MIKE WILDER CONSTRUCTION JOAN STREWLER PETER MARNIE 9300 40 1/2 AVE N PATRENAHALLI NARENDRA 9966 DAKOTA CIR NEW HOPE MN 55427 7720 SHAUGHNESSY BLOOMINGTON MN 55438 EDINA MN 55435 18- 118 -21 23 0048 18- 118 -21 23 0050 18- 118 -21 23 0051 MERTON OMTVEDT DEBRA COLE D. D. GRANGER NANCY OMTVEDT 4049 JORDAN AVE N D. K. GRANGER 4035 JORDAN AVE N NEW HOPE MN 55427 4057 JORDAN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0052 18- 118 -21 23 0053 18- 118 -21 23 0054 MARK PEARSON HOWARD SICKLE EDWARD KUBOY P. PEARSON V. SICKLE J. A. KUBOY 4065 JORDAN AVEN 4056 JORDAN AVE N 4127 JORDAN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 23 0055 PHUC VAN & TUYET THI DO T. H. CAO 4040 JORDAN AVE N NEW HOPE MN 55427 18- 118 -21 23 0056 J. & L. SANDERSON JOSEPH SANDERSON 4032 JORDAN AVE N NEW HOPE MN 55427 18- 118 -21 23 0057 VINH TIEN NGUYEN TUYET THI -ANH VO 4024 JORDAN AVE N NEW HOPE MN 55427 18- 118 -21 23 0058 BARRY WEIDNER ROBIN WEIDNER 4016 JORDAN AVE N NEW HOPE MN 55427 18- 118 -21 23 0109 JOHN MCCULLOCH 4870 EVERGREEN LA N PLYMOUTH MN 55422 18- 118 -21 23 0110 BERNARD BAKER JR. 4041 JORDAN AVE N NEW HOPE MN 55427 18- 118 -21 24 0010 18- 118 -21 24 0011 18- 118 -21 24 0012 E. D. & M. SEKULA DONALD MEYER JAMES DEGIDIO EDWARD SEKULA 4056 CAELL AVE N 4064 CAVELL AVE N 4052 CAVELL AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0013' 18- 118 -21 24 0014 18- 118 -21 24 0015 KATHLEEN VERAGUTH LAWRENCE QUINN CHRISTOPHER CREW 4070 CAVELL AVE N 4078 CAVELL AVE N LOUISE CREW NEW HOPE MN 55427 NEW HOPE MN 55427 4084 CAVELL AVE N NEW HOPE MN 55427 18- 118 -21 24 0016 18- 118 -21 24 0017 18- 118 -21 24 0018 JANET PULKKA ROBERTA PITCHER ROBERT VEKSEN 4090 CAVELL AVE N BERNARD EDSTROM JANET VUKSON NEW HOPE MN 55427 4095 CAVELL AVE N 4089 CAVELL AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0019 18- 118 -21 24 0020 18- 118 -21 24 0021 J. A. ANDERSON GARY DOHRWARDT KATHLEEN STEIDLER JAMES ANDERSON BONNIE DOHRWARDT 4071 CAVELL AVE N 4083 CAVELL AVE N 4077 CAVELL AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0022 18- 118 -21 24 0023 18- 118 -21 24 0024 LOREN LARSON WILLIAM JACOBSON LEE ANN CLEM DARLENE LARSON NANCY THILL DAVID CLEM 4065 CAVELL AVE N 4057 CAVELL AVE N 4051 CAVELL AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0025 18- 118 -21 24 0026 18- 118 -21 24 0027 ALVIE CAREY MIA HELLERVIK ROBERT WACHOLTZ 4052 DECATUR AVE N 4056 DECATUR AVE N S. K. WACHOLTZ NEW HOPE MN 55427 NEW HOPE MN 55427 4064 DECATUR AVE N NEW HOPE MN 55427 18- 118 -21 24 0028 18- 118 -21 24 0029 18- 118 -21 24 0030 STEPHEN SHEDLOV PATRICK CALLANAN JOHN LATTIMORE 4070 DECATUR AVE N SANDRA CALLANAN 4084 DECATUR AVE N NEW HOPE MN 55427 4076 DECATUR AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0031 18- 118 -21 24 0032 18- 118 -21 24 0033 JOLENE OSTERBERGER MELVIN BOWERS JOYCE JOHNSON DOUGLAS OSTERBERGER M. E. BOWERS DAVID JOHNSON 4090 DECATUR AVE N 4101 BOONE AVE N 8708 41ST AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0034 18- 118 -21 24 0035 18- 118 -21 24 0036 WALTER EDSTROM RICHARD HYMAN STATE LAND DEPT LUANE EDSTROM 8800 41ST AVE N TUB & SHOWER INC 8716 41ST AVE N NEW HOPE MN 55427 912 MAIN ST NEW HOPE MN 55427 HOPKINS MN 55343 18- 118 -21 24 0037 18- 118 -21 24 0038 18- 118 -21 24 0039 CHERYL ROBENSON DONALD JANKE PATRICK JOHNSON 8816 41ST AVE N 8824 41ST AVE N S. JOHNSON NEW HOPE MN 55427 NEW HOPE MN 55427 8832 41ST AVE N - NEW HOPE MN 55427 18- 118 -21 24 0040 18- 118 -21 24 0041 18- 118 -21 24 0042 RALPH AANERUD ARNOLD HOLTEN BYRON LEE V. A. AANERUD 4089 DECATUR AVE N 4083 DECATUR AVE N 4095 DECATUR AVE N HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0043 18- 118 -21 24 0044 18- 118 -21 24 0045 DONALD WESLEY SEMYON SHMIDOV DIANA LAUSENG 4077 DECATUR AVE N A. SHMIDOV 4065 DECATUR AVE N NEW HOPE MN 55427 4071 DECATUR AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0046 18- 118 -21 24 0047 18- 118 -21 24 0048 RICHARD MOORE YULI KORNBLUM DONALD SCHMIEG 4057 DECATUR AVE N SHELLEY KORNBLUM J. SCHMIEG NEW HOPE MN 55427 4051 DECATUR AVE N 8701 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0049 18- 118 -21 24 0050 18- 118 -21 24 0051 WILLIAM PALM ROBERTA SCHOLL GUNNAR JOHNSON 8709 40 1/2 AVE N 8717 40 1/2 AVE N 8801 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0052 18- 118 -21 24 0053 18- 118 -21 24 0054 ROBERT CLARK DANIEL EKSTEDT JAMES FREDRICKSON K. CLARK 8817 40 1/2 AVE N 8825 40 1/2 AVE N 8809 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0055 18- 118 -21 24 0056 18- 118 -21 24 0057 MARY ALYCE URSPRINGER MICHAEL KAHN PAUL GRISIM 8901 40 1/2 AVE N R. KAHN 4149 FLAG AVE N NEW HOPE MN 55427 8909 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0058 18- 118 -21 24 0059 18- 118 -21 24 0060 LYLE DYCK DONALD MARTH MICHAEL RYAN 4141 FLAG AVE N D. L. MARTH CHRISTINA RYAN NEW HOPE MN 55427 4133 FLAG AVE N 4125 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427' 18- 118 -21 24 0061 18- 118 -21 24 0062 18- 118 -21 24 0063 LEE WILSON M. E. DAVISON CYRIL DARGAY M. S. WILSON 4109 FLAG AVE N DEBRA ANN DARGAY 4117 FLAG AVE N HOPE MN 55427 4101 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0064 18- 118 -21 24 0065 18 -18 -21 24 0066 DAVID JOHNSON DONALD WEINMEISTER RICHARD HIPP 4081 FLAG AVE N 4075 FLAG AVE N ROBERT LAUREL NEW HOPE MN 55427 NEW HOPE MN 55427 4069 FLAG AVE N NEW HOPE MN 55427 18- 118 -21 24 0067 18- 118 -21 24 0068 18- 118 -21 24 0069 PATRICK O'LEARY JAMES HAND JOSEPH KENYON ROSE O'LEARY MARY HAND C. E. KENYON 4063 FLAG AVE N 4057 FLAG AVE N 9100 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55_427 NEW HOPE MN 55427 18- 118 -21 24 0070 18- 118 -21 24 0071 18- 118 -21 24 0072 SAUL HELD WESTON WILEY WILLIAM GUERNSEY S. HELD NANETTE WILEY 4133 ENSIGN AVE N 4149 ENSIGN AVE N 4141 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0073, 18- 118 -21 24 0074 18- 118 -21 24 0075 DONALD VIERGUTZ KATHRYN HOLMAN LYLE TORGERSON 4125 ENSIGN AVE N WILLIAM HOLMAN GAILE TORGERSON NEW HOPE MN 55427 4117 ENSIGN AVE N 4109 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0076 18- 118 -21 24 0077 18- 118 -21 24 0078 JOHN SEIDLITZ ADELBERT SCHURMAN RALPH LICHLITER JULIA SEIDLITZ 4081 ENSIGN AVE N 4075 ENSIGN AVE N 4101 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0079 18- 118 -21 24 0080 18- 118 -21 24 0081 JERRY MILLARD JAMES LUDWIG ROGER WEGNER 4069 ENSIGN AVE N 4063 ENSIGN AVE N C. WEGNER NEW HOPE MN 55427 NEW HOPE MN 55427 4057 ENSIGN AVE N NEW HOPE MN 55427 18- 118 -21 24 0082 18- 118 -21 24 0083 18- 118 -21 24 0084 DANIEL MILLER HARLAN SANDBERG MARILYN PIDANY 9000 40 1/2 AVE N 9008 40 1/2 AVE N 4058 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0085 18- 118 -21 24 0086 18- 118 -21 24 0087 REBECCA FILIPOVICH LEROY JOHNSON JOSEPH GLEASON EUGENE FILIPOVICH 4070 FLAG AVE N JANE GLEASON 4064 FLAG AVE N NEW HOPE MN 55427 4076 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0088 18- 118 -21 24 0089 18- 118 -21 24 0090 ALLEN ROSENTHAL ROBERT ZAIC JERREL PIKE 4082 FLAG AVE N 4100 FLAG AVE N 4108 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0091 18- 118 -21 24 0092 18- 118 -21 24 0093 GLENN HEWITT FLORENCE MILLS JAMES LINETTE D. HEWITT 4124 FLAG AVE N MARILYN LINETTE 4116 FLAG AVE N NEW HOPE MN 55427 4132 FLAG AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0094 18- 118 -21 24 0095 18- 118 -21 24 0096 THERON GOVE MARY JEAN RITCEY F. & E. ZAPPA JR. S. COVE E. M. RITCEY FRANKLIN ZAPPA SR. 4140 FLAG AVE N 4148 FLAG AVE N 4148 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0097 18- 118 -21 24 0098 18- 118 -21 24 0099 ROBERT GUERIN PATRICK DEMARS RONALD KYOSTIA 4140 ENSIGN AVE N PAMELA DEMARS SUSAN KYOSTIA NEW HOPE MN 55427 4132 ENSIGN AVE N 4124 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0100 18- 118 -21 24 0101 18- 118 -21 24 0102 MARK YEAGER PETER DALY ROBERT GOOSELAW MARY BETH YEAGER 4108 ENSIGN AVE N S. M. GOOSELAW 4116 ENSIGN AVE N NEW HOPE MN 55427 4100 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0103 18- 118 -21 24 0104 18- 118 -21 24 0105 JAMES ROVN CLIFFORD MILLER LEROY CRONES 4082 ENSIGN AVE N ELIZABETH MILLER 4070 ENSIGN AVE N NEW HOPE MN 55427 4076 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0106 18- 118 -21 24 0107 18- 118 -21 24 0108 ANTHONY NECHANICKY VIRGINIA MCDURMOTT HEATHER JOHNSTONE 4064 ENSIGN AVE N 4058 ENSIGN AVE N 8924 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0109 18- 118 -21 24 0110 18- 118 -21 24 0111 RICHARD BADOIS DOUGLAS NIELSEN LARRY FORD ELLEN BADOIS C. R. NIELSEN 9017 40 1/2 AVE N 9109 40 1/2 AVE N 9101 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 24 0112 18- 118 -21 24 0113 18- 118 -21 24 0114 HARLAN PETERSON KENNETH HALL SHARON NORDIN 9009 40 1/2 AVE N DEBORAH HALL 4032 ENSIGN AVE N NEW HOPE MN 55427 9001 40 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0001 18- 118 -21 31 0002 18- 118 -21 31 0003 JOHN THIEDE GERALD DALLIN MARY LYNN JOHNSON 4025 ENSIGN AVE N 4019 ENSIGN AVE N RICHARD JOHNSON NEW HOPE MN 55427 NEW HOPE MN 55427 4013 ENSIGN AVE N NEW HOPE MN 55427 18- 118 -21 31 0004 18- 118 -21 31 0005 18- 118 -21 31 0006 RAYMOND PALMER FRANK EVANGELIST DANIEL RUDOLPH 4009 ENSIGN AVE N R. EVANGELIST JOAN RUDOLPH NEW HOPE MN 55427 4001 ENSIGN AVE N 3965 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0007 18- 118 -21 31 0008 18- 118 -21 31 0009 RONALD SANDERS JAMES LAPPENA RICHARD MCKENNA SARA SANDERS 3951 ENSIGN AVE N ARDELLE MCKENNA 3957 ENSIGN AVE N NEW HOPE MN 55427 3945 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0010 18- 118 -21 31 0011 18- 118 -21 31 0012 LYLE LUND FRIEMAN /GRAIN- FRIEMAN JOHN KEHRBERG 4024 ENSIGN AVE N KERRY CRAIN SHIRLEY KEHRBERG NEW HOPE MN 55427 4016 ENSIGN AVE N PO BOX 1778 NEW HOPE MN 55427 BRYAN TX 77806 18- 118 -21 31 0013 18- 118 -21 31 0014 18- 118 -21 31 0015 JAMES KETTNER DAVID BAUMANN PATRICIA BENSON MYRTLE KETTNER 8908 40TH AVE N 8900 40TH AVE N 4000 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 - 18- 118 -21 31 0016 18- 118 -21 31 0017 18- 118 -21 31 0018 JEROME SUMMER DAVID LLOYD ROBERT SUDERMAN MARY SUMMER KAREN LLOYD ALICE SUDERMAN 8816 40TH AVE N 8808 40TH AVE N 8800 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0019 18- 118 -21 31 0020 18- 118 -21 31 0021 W. M. CARR STEPHEN DIBENEDETTO EMMET MCGARRITY D. WALENGA -CARR CAROL DIBENEDETTO 8700 40TH AVE N 8716 40TH AVE N 8708 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0022 18- 118 -21 31 0023 18- 118 -21 31 0024 GJENEVE ERICKSON JOHN VIKEN DENNIS SOLGA 3933 BOONE AVE N 8709 40TH AVE N 8717 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0025 18- 118 -21 31 0026 18- 118 -21 31 0027 GEORGE KERNER AVERILL CLARK JR. WELDON HULTGREN 8801 40TH AVE N DOROTHY CLARK 8817 40TH AVE N NEW HOPE MN 55427 8809 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0028 18- 118 -21 31 0029 18- 118 -21 31 0030 SHIRLEY KOPONEN R. L. MORRISON SIU CHAE LEUNG 8901 40TH AVE N 3964 ENSIGN AVE N MAE LEUNG NEW HOPE MN 55427 NEW HOPE MN 55427 3956 ENSIGN AVE N NEW HOPE MN 55427 18- 118 -21 31 0031 18- 118 -21 31 0032 18- 118 -21 31 0033 ERWIN SCHUSTER JAY COLEMAN MARIE DAUENBAUGH 3948 ENSIGN AVE N M. K. COLEMAN 8800 HOPEWOOD LA NEW HOPE MN 55427 8808 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0034 18- 118 -21 31 0035 18- 118 -21 31 0036 BRUCE KRAUSE DAVID PERLMAN CHRISTINE BLAIR LISA KRAUSE B. HASLER 3929 BOONE AVE N 8716 HOPEWOOD LA 8708 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0037 18- 118 -21 31 0038 18- 118 -21 31 0039 GLENN BRETT STEWART WHELAN THOMAS DRAPER JANICE BRETT 8709 HOPEWOOD LA SHERRY DRAPER 3915 BOONE AVE N NEW HOPE MN 55427 8717 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0040 18- 118 -21 31 0041 18- 118 -21 31 0042 JAMES DETERMAN JAMES SPEVACEK THOMAS VERTES MELINDA DETERMAN 3932 ENSIGN AVE N ELIZABETH VERTES 3940 ENSIGN AVE N NEW HOPE MN 55427 3924 ENSIGN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 31 0043 18- 118 -21 31 0044 18- 118 -21 31 0045 JAMES PEARSON DONALD CARLSON MARK SMILEY 3916 ENSIGN AVE N 3908 ENSIGN AVE N KIMBERLY SMILEY NEW HOPE MN 55427 NEW HOPE MN 55427 3900 ENSIGN AVE N _ NEW HOPE MN 55427 18- 118 -21 41 0001 18- 118 -21 41 0002 18- 118 -21 41 0003 SHARON JANKOWSKI WILLIAM MCLENNAN J. A. RUPKALVIS 8224 40TH AVE N 8216 40TH AVE N ANN RUPKALVIS NEW HOPE MN 55427 NEW HOPE MN 55427 8208 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0004 C. J. BRUN G. R. JOYCE 8200 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0007 JEFFERY LONG JULIE LONG 8108 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0010 ALAN ALLMON VICKI ALLMON 8008 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0013 P. PAUL MARTINI 7924 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0016 DONALD MCGARRY 3989 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0019 MINARD HALVERSON VERNITA HALVERSON 3965 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0022 JACK SCOTT 3941 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0025 GERALD BENSON 3948 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0028 DENNIS DALEN BARBARA HAENY 3972 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0005 18- 118 -21 41 0006 GRANT MERRITT HUBERT H. HUMPHREY III 8124 40TH AVE N 8116 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0008 18- 118 -21 41 0009 MICHAEL STONE DAVID GREGOR C. STONE ELIZABETH GREGOR 8100 40TH AVE N 8016 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0011 18- 118 -21 41 0012 BRIAN GEBHART HARRY ELLIOTT BARBARA BOXSTED VIRGINIA ELLIOTT 8000 40TH AVE N 7932 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0014 18- 118 -21 41 0015 ROBERT GELLERSTEDT GERTRUDE JUREK B. GELLERSTEDT 7900 -08 40TH AVE N 7916 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0017 18- 118 -21 41 0018 RICHARD LITTLE PAUL WOLF 3981 WISCONSIN AVE N 3973 WISCONSIN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0020 18- 118 -21 41 0021 ROGER FAULKINGHAM MELFRED WINCE VICKIE FAULKINGHAM 3949 WISCONSIN AVE N 3957 WISCONSIN AVE N NEW HOPE MN 55427. NEW HOPE MN 55427 18- 118 -21 41 0023 LARRY SLATER 3933 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0024 FREDERICK ANDERSON 3940 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0026 STEVEN KESSLER RISA KESSLER 3956 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0029 FRED CLAUDE 8109 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0027 ROBERT BOLSTAD 3964 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0030 DONALD WEICHERDING MARLENE WEICHERDING 8101 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0031 18- 118 -21 41 0032 18- 118 -21 41 0033 DONALD NATWICK JOHN HANSEN WINNIFRED LARSON 8017 40TH AVE N 8009 40TH AVE N 3957 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0034 18- 118 -21 41 0035 18- 118 -21 41 0036 WALTER MC NEIL ALAN JOHNSON HAROLD SHERMAN D. W. & M. SALINE SHAREE JOHNSON 3933 UTAH AVE N 3949 UTAH AVE N 3941 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0037 18- 118 -21 41 0038 18- 118 -21 41 0039 THOMAS MILLER JAMES MILLER JEFFERY & JANE RODNING J. M. MILLER 3917 UTAH AVE N J. L. ANDERSON 3925 UTAH AVE N NEW HOPE MN 55427 3909 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0040 18- 118 -21 41 0041 18- 118 -21 41 0042 STEVEN RANTA GREGORY HANZALIK MYLES JOHNSON CHERYL RANTA JANE HANZALIK 3859 UTAH AVE N 3901 UTAH AVE N 3867 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0043 18- 118 -21 41 0044 18- 118 -21 41 0045 DALLAS CARLSON GARY STEPHENS EDWARD HARTOS M. J. CARLSON JEANNE STEPHENS JEAN HARTOS 3851 UTAH AVE N 3900 VIRGINIA AVE N 3908 VIRGINIA AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0046 18- 118 -21 41 0047 18- 118 -21 41 0048 ALVIN FLOM ROBERT WILSON RICHARD HIPP 3916 VIRGINIA AVE N 3924 VIRGINIA AVE N LLOYD OLSON NEW HOPE MN 55,427 NEW HOPE MN 55427 3932 VIRGINIA AVE N NEW HOPE MN 55427 18- 118 -21 41 0049 18- 118 -21 41 0050 18- 118 -21 41 0051 MARY TURBAK WILLIAM GALBRAITH MARVIN LUCHSINGER 3940 VIRGINIA AVE N 3948 VIRGINIA AVE N J. LUCHSINGER NEW HOPE MN 55427 NEW HOPE MN 55427 3956 VIRGINIA AVE N NEW HOPE MN 55427 18- 118 -21 41 0052 18- 118 -21 41 0053 18- 118 -21 41 0054 JEANINE HANSEN DONALD HERMANSON RICHARD ERIE 3964 VIRGINIA AVE N 3988 WISCONSIN AVE N LINDA ERIE NEW HOPE MN 55427 NEW HOPE MN 55427 3996 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0066 18- 118 -21 41 0067 18- 118 -21 41 0068 JAMES BURNS THOMAS ROUTHE WESLEY BODIN 3851 WINNETKA AVE N 7908 38 1/2 AVE N 7916 38 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0069 18- 118 -21 41 0070 18- 118 -21 41 0071 CHARLES WATKINS THOMAS WALLEN WILLIAM GUNTHER 7924 38 1/2 AVE N ANNETTE WALLEN CYNTHIA GUNTHER NEW HOPE MN 55427 7932 38 1/2 AVE N 3858 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0072 18- 118 -21 41 0073 18- 118 -21 41 0074 PATRICK REVERING SHARON NIBBE JON APOLD C. REVERING 3874 UTAH AVE N JULIE APOLD 3866 UTAH AVE N NEW HOPE MN 55427 3900 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0075 JOHN KODYTEK JULIE KODYTEK 3908 UTAH AVE N NEW HOPE MN 55427 18- 118 -21 41 0078 STEVEN IVENS ELIZABETH IVENS 3932 UTAH AVE N NEW HOPE MN 55427 18- 118 -21 41 0081 JAMES CHAPMAN 7909 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0084 THOMAS KNIGHT 3925 VIRGINIA AVE N NEW HOPE MN 55427 18- 118 -21 41 0087 LAWRENCE PARKS BARBARA PARKS 3901 VIRGINIA AVE N NEW HOPE MN 55427 18- 118 -21 41 0090 C. GARY ANDERSON 8116 39TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0093 DEWAYNE AMUNDSON C. AMUNDSON 8216 39TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0096 RICHARD HOEG MARY HOEG 3924 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0099 WILLIAM WOLPERT 3948 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0076 18- 118 -21 41 0077 SUZANNE FOBBE OK CHA PETERSON TERRENCE FOBBE DANNY PETERSON 3916 UTAH AVE N 3924 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0079 18- 118 -21 41 0080 DAVID WIELAND GARY ANDERSON MEGAN WIELAND DONNA ANDERSON 3940 UTAH AVE N 3948 UTAH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0082 18- 118 -21 41 0083 JOHN DWYER MARY ANN BEVANS ANNINA DWYER 3933 VIRGINIA AVE N 3980 WISCONSIN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0085 18- 118 -21 41 0086 JAMES PAULY JOAN OLDAKOWSKI DORINE PAULY ERVAN OLDAKOWSKI 3917 VIRGINIA AVE N 3909 VIRGINIA AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0088 18- 118 -21 41 0089 EARLEN EDISON PATRICIA EARHART 8100 39TH AVE N STEVEN OVEREND NEW HOPE MN 55427 8108 39TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0091 18- 118 -21 41 0092 GEORGE FITTERER GEORGE PULSCHER SANDRA FITTERER 8208 39TH AVE N 8200 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0094 18- 118 -21 41 0095 ARLO OETJEN WALLACE BRUNING 8224 39TH AVE N 8232 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0097 18- 118 -21 41 0098 BRUCE HANSON THOMAS PUZAK 3932 WISCONSIN AVE N M. PUZAK NEW HOPE MN 55427 3940 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0100 KATHRYN KAUTMAN D. L. THUENTE 3956 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0101 NORVIN INGRAM 3964 WISCONSIN AVE N NEW HOPE MN 55427 18- 118 -21 41 0102 18- 118 -21 41 0103 18- 118 -21 41 0104 JANICE MAIOLA KAREN GRANDE BRUCE OVERLIE DOUGLAS THOMPSON 8225 39TH AVE N 8217 39TH AVE N 3972 WISCONSIN AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0105 18- 118 -21 41 0106 18- 118 -21 41 0107 HARRY LINDFORS GARY L'HERAULT MARIAN TACHENY 8209 39TH AVE N JULIANN L'HERAULT 8125 39TH AVE N NEW HOPE MN 55427 8201 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 41 0108 VERNON HOLLRAH SHARON HOLLRAH 8117 39TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0111 THOMAS CAMPBELL 8001 38 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 41 0114 DOUGLAS HENRY JULIE HENRY 8108 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0117 BRIAN CULVER VICKI CULVER 8200 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0120 SHIRLEY FORNESS 8224 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0123 WILLIAM STEMS 8009 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0126 MAXINE ROSSUM 7925 38 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 41 0129 RIENOLD WHITFORD 7901 38 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 42 0003 ROBERT RAFFAELLI PHYLLIS RAFFAELLI 8300 40TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0109 THOMAS CONN SHELLEY CONN 8109 39TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0112 THOMAS HOLM 8008 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0115 THOMAS MC MANUS PATRICIA MC MANUS 8116 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0118 J. D. LUCAS G. W. LUCAS 8208 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0121 ERNEST CLARK 3808 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 41 0124 WALTER CHRISTOPHER 8003 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0110 NANCY HUNTINGTON 8009 38 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 41 0113 GAIL AURAND JOEL AURAND 8100 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0116 ROGER ANDERSON DARLENE ANDERSON 8124 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0119 DUANE SCHROEDER 8216 38TH AVE N NEW HOPE MN 55427 18- 118 -21 41 0122 W. ROGER CERWICK 8233 39TH AVE N NEW HOPE MN 55427 P v1 � KNh 0 .P,4 5cKa k nuJ ow �1cJ� -� 18- 118 -21 41 0125 7933 38 1/2 AVE N NEW HOPE MN 55427 18- 118 -21 41 0127 18- 118 -21 41 0128 THOMAS & PATRICIA HUTCHINSON JERRY BOETTCHER P. M. HORNSTEIN LOIS BOETTCHER 7917 38 1/2 AVE N 7909 38 1/2 AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0001 RICHARD EDISON ANGELA EDISON 8316 40TH AVE N HOPE MN 55427— 18- 118 -21 42 0004 RICHARD LUNDMAR.K 8309 40TH AVE N NEW HOPE MN 55427 18- 118 -21 42 0002 GINGER SISCO 8308 40TH AVE N NEW HOPE MN 55427 18- 118 -21 42 0005 CRAIG CURTIS SHARON CURTIS 8301 40TH AVE N NEW HOPE MN 55427 18- 118 -21 42 0006 18- 118 -21 42 0007 18- 118 -21 42 0008 DOUGLAS WESTLUND WAYNE LOHMAN RONALD BATEMAN 3941 XYLON AVE N 3924 ZEALAND AVE N CHRISTY BATEMAN NEW HOPE MN 55427 NEW HOPE MN 55427 3925 XYLON AVE N NEW HOPE MN 55427 18- 118 -21 42 0009 18- 118 -21 42 0010 18- 118 -21 42 0011 N. F. GLINEBURG JR. WAYNE SUEKER DUANE FEDJE FRANCIS GLINEBURG J. SUEKER 3932 XYLON AVE N 3917 XYLON AVE N 3924 XYLON AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0012 18- 118 -21 42 0013 18- 118 -21 42 0014 RONALD BROWN FREDERICK DAUER KENNETH NELSON 8240 39TH AVE N 3908 XYLON AVE N 3916 XYLON AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0015 18- 118 -21 42 0016 18- 118 -21 42 0017 JOSEPH HANLE JOHN THOMPSON RONALD GUTTORMSON D. HANLE C. THOMPSON LAVONNE GUTTORMSON 3909 XYLON AVE N 3901 XYLON AVE N 3825 XYLON AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0018 18- 118 -21 42 0019 18- 118 -21 42 0020 DALE MENDENHALL ELDEN NELSON MARTHA HERVIG B. J. MENDENHALL FAITH NELSON 8608 40TH AVE N 3817 XYLON AVE N 8616 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0021 18- 118 -21 42 0022 18- 118 -21 42 0023 THOMAS HEALEY LEROY STELCK DEAN ANDERSON KATHERINE HEALEY BETTY STELCK 8516 40TH AVE N 8600 40TH AVE N 8524 40TH AVE N NEW HOPE MN 55427, NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0024 18- 118 -21 42 0025 18- 118 -21 42 0026 JAMES PRAY FREDERIC WENDT ROBERT WACHHOLZ PATRICIA PRAY LOIS WENDT LAURIE WACHHOLZ 8508 40TH AVE N 8500 40TH AVE N 8424 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0027 18- 118 -21 42 0028 18- 118 -21 42 0029 DONALD FRISELL MORRILL OLSON G. A. PLATH MARJORIE FRISELL 8408 40TH AVE N B. A. GALLO 8416 40TH AVE N NEW HOPE MN 55427 8400 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0030 18- 118 -21 42 0031 18- 118 -21 42 0032 DALE SOWERS RICHARD MICHALICEK KENNETH BERGER G. SOWERS 8324 40TH AVE N SANDRA BERGER 8332 40TH AVE N NEW HOPE MN 55427 8409 40TH AVE N NEW HOPE MN 55427 - NEW HOPE MN 55427 18- 118 -21 42 0033 18- 118 -21 42 0034 18- 118 -21 42 0035 JOYCE GRANT LARRY MOLSTAD JOHN SEIDLITZ GERALD GRANT S. L. MOLSTAD JULIA SEIDLITZ 8401 40TH AVE N 8325 40TH AVE N 8317 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0036, 18- 118 -21 42 0037 18- 118 -21 42 0038 THOMAS PATRICK DIRK PUTNAM ROBERT HANOON LORRAINE PATRICK 3944 ZEALAND AVE N ROBIN HANSON 3934 ZEALAND AVE N NEW HOPE MN 55427 3954 ZEALAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0039 18- 118 -21 42 0040 18- 118 -21 42 0041 GARY WAGNER JAMES FOX THOMAS ONEILL NANCY WAGNER 3974 ZEALAND AVE N 3984 ZEALAND AVE N 3964 ZEALAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0042 18- 118 -21 42 0043 18- 118 -21 42 0044 DAVID RICE RONALD POTTER FRANCES KORMANIK KAREN RICE 3930 BOONE AVE N 8609 40TH AVE N 3994 ZEALAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0045 18- 118 -21 42 0046 18- 118 -21 42 0047 WILLIAM MORGAN ROY TESTERMAN KATHLEEN MCCORMICK JOANNE MORGAN 8515 40TH AVE N 8509 40TH AVE N 8601 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0048 18- 118 -21 42 0049 18- 118 -21 42 0050 CECELIA RAMPI GERALD BUSYN EDRIS STREETER EUGENE RAMPI 3989 ZEALAND AVE N 3981 ZEALAND AVE N 8501 40TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0051 18- 118 -21 42 0052 18- 118 -21 42 0053 PAUL SWANSON KATHERINE PAYNE GEORGE CHRISTEN 3973 ZEALAND AVE N 3965 ZEALAND AVE N 3957 ZEALAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0054 18- 118 -21 42 0055 18- 118 -21 42 0056 SARAH SHINSOOK CHAE GEORGE STILLEY SAMUEL BERNICK 3949 ZEALAND AVE N 3941 ZEALAND AVE N 3933 ZEALAND AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0057 18- 118 -21 42 0058 18- 118 -21 42 0059 DALE MILLER GEORGE GREENE THOMAS HEBIG 8308 HOPEWOOD LA 8316 HOPEWOOD LA M. R. HEBIG NEW HOPE MN 55427 NEW HOPE MN 55427 8400 HOPEWOOD LA NEW HOPE MN 55427 18- 118 -21 42 0060 18- 118 -21 42 0061 18- 118 -21 42 0062 DOUGLAS JOHNSON WILLIAM KYOSTIA NORMAN CARLSON K. G. JOHNSON 8416 HOPEWOOD LA D. CARLSON 8408 HOPEWOOD LA NEW HOPE MN 55427 8500 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0063 18- 118 -21 42 0064 18- 118 -21 42 0065 MARIE SHAW JAMES NEECE GERALD MORLEY MARIE WOLSKI 8516 HOPEWOOD LA 8524 HOPEWOOD LA 8508 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0066 18- 118 -21 42 0067 18- 118 -21 42 0068 TIMOTHY JOHNSON EDWARD HUTTNER WILLIAM NEWTON MEREDITH JOHNSON 8608 HOPEWOOD LA KATHLEEN NEWTON 8600 HOPEWOOD LA NEW HOPE MN 55427 8616 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0069 18- 118 -21 42 0070 18- 118 -21 42 0071 RICHARD GREINER D. L. HALL SHARON BEGAM- GOLDSCHMIDT 3920 BOONE AVE N CRAIG HALL 8617 HOPEWOOD LA NEW HOPE MN 55427 3910 BOONE AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0072 18- 118 -21 42 0073 18- 118 -21 42 0074 JOHN DEKALB GARY ALLEN MICHAEL LONDON 8609 HOPEWOOD I.A. 8601 HOPEWOOD LA 8517 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0075 18- 118 -21 42 0076 18- 118 -21 42 0077 MAYNARD OLSON JEROME DAHLBERG PAUL VYHANEK 8509 HOPEWOOD LA 8501 HOPEWOOD LA JOCELYN VYHANEK NEW HOPE MN 55427 NEW HOPE MN 55427 8425 HOPEWOOD LA NEW HOPE MN 55427 18- 118 -21 42 0078 18- 118 -21 42 0079 18- 118 -21 42 0080 P. J. LANGAN BRIAN SALITA JOHN LEIGH M. K. WIGFIELD 8409 HOPEWOOD LA KATHLEEN LEIGH 8417 HOPEWOOD LA NEW HOPE MN 55427 8401 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0081 18- 118 -21 42 0082 18- 118 -21 42 0083 C. L. PATTERSON HANS DIRKS RONALD DONALDS Y. PATTERSON 8309 HOPEWOOD LA 8308 39TH AVE N 8317 HOPEWOOD LA NEW HOPE MN 55427 NEW HOPE MN 55427, NEW HOPE MN 55427 18- 118 -21 42 0084 18- 118 -21 42 0085 18- 118 -21 42 0086 EUGENE TIEBEN RAYMOND FRITZ HEINRICH TREPTAU GERALDINE TIEBEN 8324 39TH AVE N 8400 39TH AVE N 8316 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0087 18- 118 -21 42 0088 18- 118 -21 42 0089 VIVIAN LOKEN FRED TUNKS JAMES KUBIAK 8408 39TH AVE N 8416 39TH AVE N 8424 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0090 18- 118 -21 42 0091 18- 118 -21 42 0092 FRED ROSE GARRY BONIN ANTHONY KASTANOS DIANE ROSE 8508 39TH AVE N COLIN KASTANOS 8500 39TH AVE N NEW HOPE MN 55427 8516 39TH AVE N NEW HOPE MN 55427 - NEW HOPE MN 55427 18- 118 -21 42 0093 18- 118 -21 42 0094 18- 118 -21 42 0095 STEVE RUKAVINA STEPHEN CONNOLLY LYDON CHRISTENSON 8524 39TH AVE N DIANE CONNOLLY 8608 39TH AVE N NEW HOPE MN 55427 8600 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0096 18- 118 -21 42 0103 18- 118 -21 42 0104 LEO CAMERON DARREL BUNNELL STANLEY ANDERSON 3900 BOONE AVE N 3840 BOONE AVE N PHYLLIS ANDERSON NEW HOPE MN 55427 NEW HOPE MN 55427 8601 39TH AVE N NEW HOPE MN 55427 18- 118 -21 42 0105 18- 118 -21 42 0106 18- 118 -21 42 0107 JOYCE SMITH DONALD SKOGLUND CHERIL THOMPSON 8525 39TH AVE N MARILYN SKOGLUND LAWRENCE ANDERSON NEW HOPE MN 55427 8517 39TH AVE N 8509 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0108 18- 118 -21 42 0109 18- 118 -21 42 0110 MARY LUEDEMANN R. A. LINDELL B. E. ABRAHAMSON 8501 39TH AVE N 8433 39TH AVE N 8425 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0111 18- 118 -21 42 0112 18- 118 -21 42 0113 ROGER JOHNSON JOHN SHODEN THOMAS LINDAHL 8417 39TH AVE N 8409 39TH AVE N 8401 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 42 0114 18- 118 -21 42 0115 18- 118 -21 42 0116 KRISTINE MOLANDER DONNA DOBBS ROBERT ALEXANDER STEVEN MOLANDER 8317 39TH AVE N 8309 39TH AVE N 8325 39TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0002 18- 118 -21 43 0003 18- 118 -21 43 0004 CAROL KOCH JAY CLINE RAYMOND KESSLER 3809 XYLON AVE N CARA CLINE 8233 38TH AVE N NEW HOPE MN 55427 3801 XYLON AVE N NEW HOPE MN 55427. NEW HOPE MN 55427 18- 118 -21 43 0005 18- 118 -21 43 0006 18- 118 -21 43 0007 STEPHEN RILEY JOHN LABATTE GEORGE CARLSON KAREN RILEY 8608 NORTHWOOD PKWY JEANNE CARLSON 8616 NORTHWOOD PKWY NEW HOPE MN 55427 8600 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0008 18- 118 -21 43 0009 18- 118 -21 43 0010 CHRISTOPHER AMUNDSEN JEROME ST. MARTIN JAMES LEAF BRIDGET AMUNDSEN BARBARA ST. MARTIN M. LEAF 8524 NORTHWOOD PKWY 8516 NORTHWOOD PKWY 8508 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0011 18- 118 -21 43 0012 18- 118 -21 43 0013 DONALD HARRER EARL MARTIN MICHAEL MCLAUGHLIN LENORE HARRER 8424 NORTHWOOD PKWY THERESA MCLAUGHLIN 8500 NORTHWOOD PKWY NEW HOPE MN 55427 8416 NORTHWOOD PKWY NEW HOPE MN 55427 - NEW HOPE MN 55427 18- 118 -21 43 0014 18- 118 -21 43 0015 18- 118 -21 43 0016 BONITA NORSTED R. I. PETERSON ORVILLE WRIGHT 8408 NORTHWOOD PKWY 8400 NORTHWOOD PKWY JOANN WRIGHT NEW HOPE MN 55427 NEW HOPE MN 55427 8324 NORTHWOOD PKWY NEW HOPE MN 55427 18- 118 -21 43 0017• 18- 118 -21 43 0018 18- 118 -21 43 0019 S. RICHARD SILVERNESS RODNEY SANDERS JOHN GILCHRIST JR. 8316 NORTHWOOD PKWY 8308 NORTHWOOD PKWY 8300 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0020 18- 118 -21 43 0021 18- 118 -21 43 0022 P. E. SARTORIUS DONALD ROBERTS MEIR SERFATY C. SARTORIUS KATHERINE ROBERTS KAREN SERFATY 8240 NORTHWOOD PKWY 8617 36 1/2 CIR N 8609 36 1/2 CIR N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0023 18- 118 -21 43 0024 18- 118 -21 43 0025 JAMES SCHMITZ HARRY GIFFORD W. K. SWEDLUND 8601 36 1/2 CIR N ROSE GIFFORD R. SWEDLUND NEW HOPE MN 55427 8525 36 1/2 CIR N 8517 36 1/2 CIR N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0026 18- 118 -21 43 0027 18- 118 -21 43 0028 JOANNA MCINTYRE RUSSELL BLUME JANIE KLEVEN 8509 36 1/2 CIR N J. L. BLUME DENNIS KLEVEN NEW HOPE MN 55427 8501 36 1/2 CIR N 8500 36 1/2 CIR N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0029 18- 118 -21 43 0030 18- 118 -21 43 0031 THOMAS ANDERSON VIRGINIA GOOLEY MADELINE MILLER D. ANDERSON 8516 36 1/2 CIR N 8524 36 1/2 CIR N 8508 36 1/2 CIR N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0032 18- 118 -21 43 0033 18- 118 -21 43 0034 LAWRENCE GALLAS THOMAS SLEAVIN MARVEL BALDWIN 8600 36 1/2 CIR N RUTH SLEAVIN 8616 36 1/2 CIR N NEW HOPE MN 55427 8608 36 1/2 CIR N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0035 18- 118 -21 43 0036 18- 118 -21 43 0037 VINCENT FOGGIA RONALD YOUNGBAUER RICHARD KREITZMAN 8624 36 1/2 CIR N D. YOUNGBAUER ALISON KREITZMAN NEW HOPE MN 55427 8609 NORTHWOOD PKWY 8601 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0038 18- 118 -21 43 0039 18- 118 -21 43 0040 JAMES HANRAHAN CHARLES AYCOCK LEONARD ZEFF 8525 NORTHWOOD PKWY MYRLLIS AYCOCK B. ZEFF NEW HOPE MN 55427 8517 NORTHWOOD PKWY 8509 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0041 18- 118 -21 43 0042 18- 118 -21 43 0043 EDWARD GOLDSMITH LORENE SUESS KENNETH BACHMAN JR. SANDRA GOLDSMITH 8425 NORTHWOOD PKWY E. SANVILLE 8501 NORTHWOOD PKWY NEW HOPE MN 55427 8417 NORTHWOOD PKWY NEW HOPE MN 55427 - NEW HOPE MN 55427 18- 118 -21 43 0044 18- 118 -21 43 0045 18- 118 -21 43 0046 SANDRA BENNETT CLAYTON COUGHLIN MARK HAGGERTY L. C. BENNETT 8401 NORTHWOOD PKWY L. J. HAGGERTY 8409 NORTHWOOD PKWY NEW HOPE MN 55427 8325 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0047 18- 118 -21 43 0048 18- 118 -21 43 0049 STEPHEN LIEBO ROCHELLE PERLMAN ROBERT BOURBONAIS B. LIEBO ROCHELLE KLEINBAUM KATHLEEN BOURBONAIS 8317 NORTHWOOD PKWY 8309 NORTHWOOD PKWY 8301 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 43 0050 18- 118 -21 43 0051 18- 118 -21 44 0008 DENNIS SCHROEDER RONALD BRAUN DAVID LINGO DONNA SCHROEDER 8217 NORTHWOOD PKWY 8225 38TH AVE N 8225 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0009 18- 118 -21 44 0010 18- 118 -21 44 0011 WAYNE MURPHEY DONALD CARLSON ROBERT NEWPORT 8217 38TH AVE N JANET CARLSON L. NEWPORT NEW HOPE MN 55427 8209 38TH AVE N 8201 38TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0012 18- 118 -21 44 0013 18- 118 -21 44 0014 CYNTHIA RATH GLADYS DICKEY DONALD RADZAK 8133 38TH AVE N 8125 38TH AVE N EVELYN RADZAK NEW HOPE MN 55427 NEW HOPE MN 55427 8117 38TH AVE N NEW HOPE MN 55427 18- 118 -21 44 0015 18- 118 -21 44 0016 18- 118 -21 44 0017 PATRICIA ANGELL CALVIN PIILOLA FRED DIETHERT 8109 38TH AVE N 8101 38TH AVE N 8017 38TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0018 18- 118 -21 44 0019 18- 118 -21 44 0020 ROBERT BROST JOHN VICK RON MELLUM 7900 37TH AVE N 7908 37TH AVE N LOIS ERDAHL NEW HOPE MN 55427 NEW HOPE MN 55427 7916 37TH AVE N NEW HOPE MN 55427 18- 118 -21 44 0021 18- 118 -21 44 0022 18- 118 -21 44 0023 JAMES QUAYLE DONALD BREINGAN KEITH MACKENROTH 7924 37TH AVE N L. R. BREINGAN 8008 37TH AVE N NEW HOPE MN 55427 8000 37TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0024 18- 118 -21 44 0025 18- 118 -21 44 0026 STEVEN ROLLIN WARREN SLAVICEK MCCARTY REVOCABLE INTER TRST J. F. ROLLIN VERNA SLAVICEK LOREN MCCARTY 8016 37TH AVE N 8009 37TH AVE N 8001 37TH AVE N NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0027 18- 118 -21 44 0028 18- 118 -21 44 0029 FRANCIS DERIDDER FRANK LAUKO JOHN WEINARD ERIKA DERIDDER 7909 37TH AVE N NORVIN STIYER 7917 37TH AVE N NEW HOPE MN 55427 7901 37TH AVE N NEW HOPE MN 55427 - NEW HOPE MN 55427 18- 118 -21 44 0030 18- 118 -21 44 0031 18- 118 -21 44 0032 STEVEN BEAMAN SCOTT CLAUSEN ALBERT TEDESCO JODI BEAMAN VALERIE CLAUSEN MICHAEL HERMAN 8232 NORTHWOOD PKWY 8224 NORTHWOOD PKWY 8216 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0033 18- 118 -21 44 0034 18- 118 -21 44 0035 JANET MAKI RONALD REVERING CLIFFORD ANCIER 8208 NORTHWOOD PKWY SHIRLEY REVERING LEEANN ANCIER NEW HOPE MN 55427 8200 NORTHWOOD PKWY 8209 NORTHWOOD PKWY NEW HOPE MN 55427 NEW HOPE MN 55427 18- 118 -21 44 0036 DONALD PURLAND 8201 NORTHWOOD PKWY NEW HOPE MN 55427 COUNCIL w 111II ,111 11 • Im By: Kirk McDonald ( B / 7.1 RESOLUTION ADOPTING ASSESSMENT FOR IMPROVEMENT PROJECT NO. 470 (1991 STREET RESURFACING PROJECT) This is the assessment hearing for the 1991 Street Resurfacing Project No. 470. Final costs, as determined by the City Engineer, were presented at the April 27th Council meeting, as follows: Final Costs Amount to be assessed $1,177,746.88 Amount to be assessed to City 73,651.13 Total amount to be assessed $1,251,398;01 City's share 630,589.79 Total Final Project Cost $1,881.987.80 The City pays $630,589.70 of the project cost, exclusive of the amount it pays as a property owner, and the sum of $1,251,398.01 is being assessed against benefitted property owners. The final assessment rates for local street resurfacing and collector street resurfacing are lower than the estimated rates in the preliminary report. The proposed assessment roll is enclosed. The interest rate and term is 8% over 10 years. All benefitted properties have been notified of the hearing and the City Attorney has prepared the enclosed Resolution Adopting Assessment for Improvement Project No. 470 (1991 Street Resurfacing Project). Staff recommends approval of the resolution. MOTION BY Originating Department ( Approved for Agenda I Agenda Section City Manager I wring; 5 -26 -92 1 Item No. -t-- '7G r :, ky; Review: Administration: Finance: CORRIOK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R, LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT CORMCK & SONDRAIL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE May 26th Assessment Hearing for 1991 Street Project Our File No: 99.64700 LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D.DERSY Please f i n d enclosed a proposed Resol ut - 1 on Adopting Assessments for Improvement Project No. 470 for consideration at the May 26th Council meeting. Please contact me if you have any questions, Very truly yours, ro Steven A. Sondrall s1m Enclosure cc: Daniel J. Donahue Kirk McDonald Mark Hanson ps: Val, I also want certified copies of the two Resolutions that were adopted at the April 27th Council meeting for this project. SAS 7-1, RESOLUTION NO. 92 - RESOLUTION ADOPTING ASSESSMENT FOR IMPROVEMENT PROJECT NO. 470 (1991 Street Resurfacing Project) WHEREAS, pursuant to notice duly given as required by law, the City Council has met, heard and passed upon all objections to the proposed assessment for Improvement Project No. 470, and has amended such proposed assessment as it deems just; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. Such proposed assessment, a copy of which is attached hereto and made a part hereof is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein is hereby found to be benefited by the proposed improvement. 2. Such assessments shall be as follows: a. The assessments shall be payable in equal annual installments extending over a period of ten (10) years, the first of said installments to be payable with general taxes for the year 1993, collectible with such taxes during the year 1993. b. To the first installment shall be added interest at the rate of eight (8 %) percent per annum on the entire principal amount of the assessment from the date of this resolution until December 31 of the year in which such installment is payable. To each subsequent installment, when due there shall be added interest for one year at said rate on the unpaid principal amount of the assessment. C. The owner of any property so assessed may at any time prior to the certification of the assessment or the first installment thereof to the County Auditor, pay the whole of the principal amount of the assessment on such property with interest accrued to the date of payment to the City Finance Director or Assessment Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the date hereof; and such property owner may at any time prior to November 15 of any year pay to the County Auditor the entire principal amount of the assessment remaining due with interest accrued to December 31 of the year in which said payment is made. 3. The City Clerk shall forthwith transmit a certified duplicate copy of this assessment to the County Auditor to be extended on the tax list of the County. Adopted by the City Council this 26th day of May, 1992. dw. J. ickson, Mayor Attest Valerie Leone, City Clerk WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A * ------------------------------------------------------ PROPERTY ID ADDN 4 S/A ASSESSED AMT 012465 06- 118 -21 -23 -0004 62206 1,510.20 012465 06- 118 -21 -23 -0030 62254 1,898.64 012465 06- 118 -21 -23 -0054 62276 1,510.20 012465 06- 118 -21 -23 -0055 62276 1,342.40 012465 06- 118 -21 -23 -0056 62276 1,510.20 012465 06- 118 -21 -23 -0058 62276 1,510.20 012465 06- 118 -21 -23 -0059 62276 1,510.20 012465 06- 118 -21 -23 -0060 62276 1,258.50 012465 06- 118 -21 -23 -0061 62276 1,510.20 012465 06- 118 -21 -23 -0063 62322 1,510.20 012465 06- 118 -21 -23 -0067 62326 1,258.50 012465 06- 118 -21 -23 -0068 62326 1,258.50 012465 06- 118 -21 -23 -0069 62326 1,258.50 012465 06- 118 -21 -23 -0070 62326 1,258.50 012465 06- 118 -21 -23 -0071 62332 1,258.50 012465 06- 118 -21 -23 -0073 62332 1,342.40 012465 06- 118 -21 -23 -0074 62332 1,342.40 012465 06- 118 -21 -23 -0075 62332 2,022.17 012465 06- 118 -21 -23 -0076 62332 1,342.40 012465 06- 118 -21 -23 -0079 62206 1,510.20 012465 06- 118 -21 -23 -0081 04305 1,510.20 012465 07- 118 -21 -21 -0001 62375 14,352.19 012465 07- 118 -21 -22 -0001 62207 4,141.22 012465 07- 118 -21 -22 -0002 62207 17,540.22 012465 07- 118 -21 -22 -0003 62378 11,325.24 012465 07- 118 -21 -22 -0008 62379 10,312.65 012465 07- 118 -21 -22 -0009 62379 5,892.80 012465 07- 118 -21 -23 -0006 62207 2,308.09 012465 07- 118 -21 -23 -0008 62378 5,034.00 012465 07- 118 -21 -23 -0009 62378 13,774.28 012465 07- 118 -21 -23 -0010 62378 16,988.10 012465 07- 118 -21 -23 -0012 62378 6,294.51 012465 07- 118 -21 -23 -0013 62378 10,113.05 012465 07- 118 -21 -23 -0016 62207 6,040.80 012465 07- 118 -21 -23 -0018 02515 9,061.20 012465 07- 118 -21 -23 -0022 03063 6,559.81 012465 07- 118 -21 -24 -0008 62207 3,654.68 012465 07- 118 -21 -24 -0012 62207 10,818.32 012465 07- 118 -21 -24 -0013 62375 14,347.66 012465 07- 118 -21 -31 -0001 62505 1,090.67 012465 07- 118 -21 -31 -0002 62505 1,090.67 012465 07- 118 -21 -31 -0003 62505 1,090.67 012465 07- 118 -21 -31 -0004 62505 1,090.80 012465 07- 118 -21 -31 -0063 62505 993.85 012465 08- 118 -21 -32 -0014 62294 2,635.11 012465 08- 118 -21 -32 -0015 62294 1,258.50 012465 08- 118 -21 -32 -0016 62294 1,258.50 012465 08- 118 -21 -32 -0017 62294 1,745.26 012465 08- 118 -21 -32 -0018 62294 1,472.65 012465 08- 118 -21 -32 -0019 62294 1,312.03 012465 08- 118 -21 -32 -0020 62294 1,510.20 012465 08- 118 -21 -32 -0021 62294 1,510.20 012465 08- 118 -21 -32 -0022 62294 1,312.03 012465 08- 118 -21 -32 -0023 62294 1,258.50 PAGE 1 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CER'TIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 08- 118 -21 -32 -0024 62294 1,258.50 012465 08- 118 -21 -32 -0025 62294 1,258.50 012465 08- 118 -21 -32 -0026 62294 1,258.50 012465 08- 118 -21 -32 -0027 62294 1,510.20 012465 08- 118 -21 -32 -0028 62294 1,510.20 012465 08- 118 -21 -32 -0029 62294 1,386.70 012465 08- 118 -21 -32 -0030 62294 1,258.50 012465 08 -118- 21-32 -0031 62294 1,258.50 012465 08- 118 -21 -32 -0032 62294 1,258.50 012465 08- 118 -21 -32 -0033 62294 1,386.03 012465 08- 118 -21 -32 -0034 62294 1,510.20 012465 08- 118 -21 -32 -0035 62294 1,510.20 012465 08- 118 -21 -32 -0036 62294 1,386.70 012465 08- 118 -21 -32 -0037 62294 1,258.50 012465 08- 118 -21 -32 -0038 62294 1,258.50 012465 08- 118 -21 -32 -0039 62294 1,258.50 012465 08- 118 -21- 32-0040 62294 2,988.35 012465 08- 118 -21- 32-0041 62294 2,298.11 012465 08- 118 -21 -32 -0046 62395 1,308.84 012465 08- 118 -21 -32 -0047 62395 1,258.50 012465 08- 118 -21 -32 -0048 62395 1,258.50 012465 08- 118 -21 -32 -0049 62395 1,258.50 012465 08- 118 -21 -32 -0050 62395 1,258.50 012465 08- 118 -21 -32 -0051 62395 1,258.50 012465 08- 118 -21 -32 -0052 62395 1,258.50 012465 08- 118 -21 -32 -0053 62395 1,258.50 012465 08- 118 -21 -32 -0054 62395 2,363.78 012465 08- 118 -21 -32 -0055 62395 1,258.50 012465 08- 118 -21 -32 -0056 62395 1,566.02 012465 08- 118 -21 -32 -0057 62395 1,598.39 012465 08- 118 -21 -32 -0058 62395 1,258.50 012465 08- 118 -21 -32 -0059 62395 1,440.73 012465 08- 118 -21 -32 -0060 62395 1,468.91 012465 08- 118 -21 -32 -0061 62395 1,258.50 012465 08- 118 -21 -32 -0062 62395 1,609.25 012465 08- 118 -21 -32 -0063 62395 1,511.04 012465 08- 118 -21 -32 -0064 62395 1,258.50 012465 08- 118 -21 -32 -0065 62395 1,258.50 012465 08- 118 -21 -32 -0066 62395 1,258.50 012465 08- 118 -21 -32 -0067 62395 1,308.84 012465 08- 118 -21 -33 -0011 62302 1,267.06 012465 08- 118 -21 -33 -0012 62302 1,258.50 012465 08- 118 -21 -33 -0013 62302 1,258.50 012465 08- 118 -21 -33 -0014 62302 1,258.50 012465 08- 113-21- 33-0015 62302 1,258.50 012465 08- 118 -21 -33 -0016 62302 1,258.50 012465 08- 118 -21 -33 -0017 62302 1,258.50 012465 08- 118 - 21-33 -0018 62302 1,266.89 012465 08- 118 -21 -33 -0019 62305 1,266.89 012465 08- 118 -21 -33 -0020 62305 1,258.50 012465 08- 118 -21 -33 -0021 62305 1,258.50 012465 08- 118 -21 -33 -0022 62305 1,258.50 012465 08- 118 -21 -33 -0023 62305 1,258.50 012465 08- 118 -21- 33-0024 62305 1,258.50 PAGE 2 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A # PROPERTY ID ADDN # S/A ASSESSED AMT ------------------------------------------------------ 012465 08- 118 -21 -33 -0025 62305 1,258.50 012465 08- 118 -21 -33 -0026 62305 1,267.06 012465 08- 118 -21 -33 -0027 62317 1,575.73 012465 08- 118 -21 -33 -0028 62317 1,258.50 012465 08- 118 -21 -33 -0029 62490 1,261.52 012465 08- 118 -21 -33 -0030 62490 1,387.98 012465 08- 118 -21 -33 -0031 62490 1,258.50 012465 08- 118 -21 -33 -0032 62490 1,258.50 012465 08- 118 -21 -33 -0033 62490 1,258.50 012465 08- 118 -21 -33 -0034 62490 1,258.50 012465 08- 118 -21 -33 -0035 62490 1,258.50 012465 08- 118 -21 -33 -0036 62490 1,261.52 012465 08- 118 -21 -33 -0037 62490 1,510.20 012465 08- 118 -21 -33 -0038 62490 1,604.60 012465 08- 118 -21 -33 -0039 62490 1,308.84 012465 08- 118 -21 -33 -0040 62490 1,258.50 012465 08- 118 -21 -33 -0041 62490 1,510.20 012465 08- 118 -21 -33 -0042 62490 1,258.50 012465 08- 118 -21 -33 -0043 62490 1,359.18 012465 08- 118 -21 -33 -0044 62490 1,359.18 012465 08- 118 -21 -33 -0045 62490 1,359.18 012465 08- 118 -21 -33 -0046 62490 1,359.18 012465 08- 118 -21 -33 -0047 62490 1,359.18 012465 08- 118 -21 -33 -0048 62491 1,812.24 012465 08- 118 -21 -33 -0049 62491 1,258.50 012465 08- 118 -21 -33 -0050 62491 1,948.95 012465 08- 118 -21 -33 -0051 62491 1,258.50 012465 08- 118 -21 -33 -0052 62491 1,258.50 012465 08- 118 -21 -33 -0053 62491 1,258.50 012465 08- 118 -21 -33 -0054 62491 1,258.50 012465 08- 118 -21 -33 -0055 62491 2,028.30 012465 08- 118 -21 -33 -0056 62491 1,578.96 012465 08- 118 -21 -33 -0057 62491 1,258.50 012465 08- 118 -21 -33 -0058 62491 1,258.50 012465 08- 118 -21 -33 -0059 62491 1,752.14 012465 08- 118 -21 -33 -0060 62491 1,258.50 012465 08- 118-21 -33 -0061 62491 1,812.24 012465 08- 118 -21 -33 -0062 62491 1,510.20 012465 08- 118 -21 -33 -0063 62491 1,258.50 012465 08- 118 -21 -33 -0064 62491 1,258.50 012465 08- 118 -21 -33 -0065 62491 1,258.50 012465 08- 118 -21 -33 -0066 62491 1,258.50 012465 08- 118 -21 -33 -0067 62491 1,258.50 012465 08- 118 -21 -33 -0068 62491 1,258.50 012465 08- 118 -21 -33 -0069 62491 1,258.50 012465 08- 118 -21 -33 -0070 62491 4,052.37 012465 08- 118 -21 -33 -0071 62491 1,510.20 012465 17- 118 -21 -22 -0002 62225 5,109.51 012465 17- 118 -21 -22 -0023 62465 1,258.50 012465 17- 118 -21 -22 -0024 62465 1,578.96 012465 17- 118 -21 -22 -0025 62465 1,258.50 012465 17- 118 -21 -31 -0019 62259 1,510.20 012465 17- 118 -21 -31 -0031 62259 1,325.79 012465 17- 118 -21 -31 -0041 62263 1.809.36 PAGE 3 WED, MAY 27, 1992, 9:17 AM PAGE 4 SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 17- 118 -21 -31 -0042 62263 1,359.85 012465 17- 118 -21 -31 -0043 62263 2,040.24 012465 17- 118 -21 -31 -0044 62263 2,046.01 012465 17- 118 -21 -31 -0045 62263 1,457.42 012465 17- 118 -21 -31 -0046 62263 1,621.21 012465 17- 118 -21 -31 -0047 62263 1,359.85 012465 17- 118 -21 -31 -0048 62263 1,668.51 012465 17- 118 -21 -31 -0049 62263 1,359.85 012465 17- 118 -21 -31 -0050 62263 1,851.38 012465 17- 118 -21 -31 -0051 62263 2,171.62 012465 17- 118 -21 -31 -0052 62263 1,342.40 012465 17- 118 -21 -31 -0053 62263 1,586.08 012465 17- 118 -21 -31 -0063 62263 1,510.20 012465 17- 118 -21 -31 -0064 62263 1,790.80 012465 17- 118 -21 -31 -0065 62263 2,149.86 012465 17- 118 -21 -31 -0066 62263 1,393.75 012465 17- 118 -21 -31 -0067 62263 1,394.92 012465 17- 118 - 21-31 -0068 62263 1,640.71 012465 17- 118 -21 -31 -0069 62263 1,656.56 012465 17- 118 -21- 31-0070 62263 1,650.50 012465 17- 118 -21 -31 -0071 62263 1,262.02 012465 17- 118 -21 -31 -0072 62263 2,091.24 012465 17- 118 -21 -31 -0073 62263 1,262.02 012465 17- 118 -21 -31 -0074 62263 1,258.50 012465 17- 118 -21 -31 -0075 62263 1,258.50 012465 17- 118 -21 -31 -0076 62263 1,258.50 012465 17- 113 -21 -?1 -0077 62263 1,510.20 012465 17- 118 -21 -;1 -0078 62263 1,510.20 012465 18- 118 -21 -21 -0006 62269 1,510.20 012465 18- 118-21-21 -0007 62269 2,287.00 012465 18- 118 -21 -21 -0008 62269 1,510.20 012465 18- 118 -21 -21 -0009 62269 2,183.32 012465 18- 118 -21 -21 -0010 62269 1,435.36 012465 18- 118 -21 -21 -0011 62269 1,510.20 012465 18- 118 -21 -21 -0012 62269 1,510.20 012465 18- 118 -21 -21 -0013 62269 1,432.68 012465 18- 118 -21 -23 -0016 62241 1,510.20 012465 18- 118 -21 -23 -0017 62241 1,510.20 012465 18- 118 -21 -23 -0018 62241 2,034.53 012465 18- 118 -21 -23 -0019 62241 1,258.50 012465 18- 118 -21 -23 -0020 62241 1,581.19 012465 18- 118 -21 -23 -0021 62241 1,258.50 012465 18- 118 -21 -23 -0022 62241 1,258.50 012465 18- 118 -21 -23 -0023 62241 1,894.89 012465 18- 118-21 -23 -0024 62241 1,258.50 012465 18- 118 -21 -23 -0025 62241 1,342.40 012465 18- 118 -21 -23 -0026 62241 1,510.20 012465 18- 118 -21 -23 -0028 62241 1,655.08 012465 18- 118 -21- 23-0029 62241 1,776.60 012465 18- 118 -21 -23 -0030 62241 1,474.08 012465 18- 118 -21 -23 -0031 62241 1,852.42 012465 18- 118 -21 -23 -0032 62241 1,510.20 012465 18- 118 -21 -23 -0033 62241 1,510.20 012465 18- 118 -21 -23 -0034 62241 1,510.20 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A * ------------------------------------------------------ PROPERTY ID ADDN * S/A ASSESSED AMT 012465 18- 118 -21 -23 -0035 62241 1,574.70 012465 18- 118 -21 -23 -0036 62241 1,971.10 012465 18- 118 -21 -23 -0037 62241 1,918.04 012465 18- 118 -21 -23 -0038 62241 1,375.79 012465 18- 118 -21- 23-0039 62241 1,258.50 012465 18- 118 -21 -23 -0040 62241 1,258.50 012465 18- 118 -21 -23 -0045 62233 1,258.50 012465 18- 118 -21 -23 -0046 62233 1,432.01 012465 18- 118 -21 -23 -0047 62233 1,342.40 012465 18- 118 -21 -23 -0048 62233 1,461.66 012465 18- 118 -21 -23 -0050 62233 1,453.15 012465 18- 118 -21 -23 -0051 62233 1,407.02 012465 18- 118 -21 -23 -0052 62233 1,258.50 012465 18- 118 -21 -23 -0053 62233 1,258.50 012465 18- 118 -21 -23 -0054 62233 1,581.45 012465 18- 118 -21 -23 -0055 62233 1,453.15 012465 18- 118 -21 -23 -0056 62233 1,510.20 012465 18- 118 -21 -23 -0057 62233 1,510.20 012465 18- 118 -21 -23 -0058 62233 1,510.20 012465 18- 118 -21 -23 -0109 02974 1,258.50 012465 18- 118 -21 -23 -0110 02974 1,258.50 012465 18- 118 -21 -24 -0010 62227 1,510.20 012465 18- 118 -21 -24 -0011 62227 1,510.20 012465 18- 118 -21 -24 -0012 62227 1,510.20 012465 18- 118 -21 -24 -0013 62227 1,510.20 012465 18- 118 -21 -24 -0014 62227 1,510.20 012465 18- 118 -21 -24 -0015 62227 1,510.20 012465 18- 118 -21 -24 -0016 62227 1,510.20 012465 18- 118 -21 -24 -0017 62227 1,510.20 012465 18- 118 -21 -24 -0018 62227 1,288.70 012465 18- 118 -21 -24 -0019 62227 1,288.87 012465 18- 118 -21 -24 -0020 62227 1,288.70 012465 18- 118 -21 -24 -0021 62227 1,288.87 012465 18- 118 -21 -24 -0022 62227 1,288.70 012465 18- 118 -21 -24 -0023 62227 1,288.87 012465 18- 118 -21 -24 -0024 62227 1,510.20 012465 18- 118 -21 -24 -0025 62227 1,510.20 012465 18- 118 -21 -24 -0026 62227 1,510.20 012465 18- 118 -21 -24 -0027 62227 1,510.20 012465 18- 118 -21 -24 -0028 62227 1,510.20 012465 18- 118 -21 -24 -0029 62227 1,510.20 012465 18- 118 -21 -24 -0030 62227 1,510.20 012465 18- 118 -21 -24 -0031 62227 2,382.29 012465 18- 118 -21 -24 -0032 62227 1,510.20 012465 18- 118 - 21-24 -0033 62227 1,276.45 012465 18- 118 -21 -24 -0034 62227 1,276.45 012465 18- 118 -21 -24 -0035 62227 1,276.45 012465 18- 118 -21 -24 -0036 62227 1,276.45 012465 18- 118 -21 -24 -0037 62227 1,276.45 012465 18- 118 -21 -24 -0038 62227 1,893.13 012465 18- 118 -21 -24 -0039 62227 2,153.85 012465 18- 118 -21 -24 -0040 62227 1,258.50 012465 18- 118 -21 -24 -0041 62227 2,066.91 012465 18- 118 -21 -24 -0042 62227 1.510.20 PAGE 5 WED, MAY 27, 1992, 9 :17 AM PAGE 6 SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 18- 118 -21 -24 -0043 62227 1,510.20 012465 18- 118 -21 -24 -0044 62227 1,510.20 012465 18- 118 -21 -24 -0045 62227 1,510.20 012465 18- 118 -21 -24 -0046 62227 1,748.71 012465 18- 118 -21 -24 -0047 62227 1,510.20 012465 18- 118 -21 -24 -0048 62227 1,510.20 012465 18 -118- 21-24 -0049 62227 1,504.46 012465 18- 118 -21 -24 -0050 62227 1,279.81 012465 18- 118 -21 -24 -0051 62227 1,279.98 012465 18- 118 -21 -24 -0052 62227 1,279.81 012465 18- 118 -21 -24 -0053 62227 1,279.98 012465 18- 118 -21 -24 -0054 62227 1,279.81 012465 18- 118 -21 -24 -0055 62227 1,279.98 012465 18- 118 -21 -24 -0056 62227 1,279.98 012465 18- 118 -21 -24 -0057 62269 1,445.60 012465 18- 118 -21 -24 -0058 62269 1,734.01 012465 18- 118 -21 -24 -0059 62269 1,445.60 012465 18- 118 -21 -24 -0060 62269 1,445.60 012465 18- 118 -21 -24 -0061 62269 1,445.60 012465 18- 118 -21 -24 -0062 62269 1,445.60 012465 18- 118 -21 -24 -0063 62269 1,445.60 012465 18- 118 -21 -24 -0064 62269 1,445.60 012465 18- 118 -21 -24 -0065 62269 1,445.60 012465 18- 118 -21 -24 -0066 62269 1,445.60 012465 18- 118 -21 -24 -0067 62269 1,445.60 012465 18- 118 -21 -24 -0068 62269 2,562.98 012465 18- 118 -21 -24 -0069 62269 1,510.20 012465 18- 118-21 -24 -0070 62269 1,435.36 012465 18- 118 -21 -24 -0071 62269 1,435.36 012465 18- 118 -21 -24 -0072 62269 1,547.62 012465 18- 118 -21 -24 -0073 62269 1,435.36 012465 18- 118 -21 -24 -0074 62269 1,435.36 012465 18- 118 -21 -24 -0075 62269 1,435.36 012465 18- 118 -21 -24 -0076 62269 1,435.36 012465 18- 118 -21 -24 -0077 62269 1,435.36 012465 18- 118 -21 -24 -0078 62269 1,435.36 012465 18- 118 -21 -24 -0079 62269 2,995.68 012465 18- 118 -21 -24 -0080 62269 1,435.36 012465 18- 118 -21 -24 -0081 62269 1,860.60 012465 18- 118 -21 -24 -0082 62269 1,510.20 012465 18- 118 -21 -24 -0083 62269 2,270.08 012465 18- 118 -21 -24 -0084 62269 1,435.36 012465 18- 118 -21 -24 -0085 62269 1,435.36 012465 18- 118 -21 -24 -0086 62269 1,435.36 012465 18- 118 -21 -24 -0087 62269 1,435.36 012465 18- 118 -21 -24 -0088 62269 1,435.36 012465 18- 118 -21 -24 -0089 62269 1,435.36 012465 18- 118 -21 -24 -0090 62269 1,435.36 012465 18- 118 -21 -24 -0091 62269 1,435.36 012465 18- 118 -21 -24 -0092 62269 1,435.36 012465 18- 118 -21 -24 -0093 62269 1,435.36 012465 18- 118 -21 -24 -0094 62269 1,435.36 012465 18- 118 -21 -24 -0095 62269 1,435.36 012465 18- 118 -21 -24 -0096 62269 1,432.68 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A 4 ------------------------------------------------------ PROPERTY ID ADDN 4 S/A ASSESSED AMT 012465 18- 118 -21 -24 -0097 62269 1,432.68 012465 18- 118 -21 -24 -0098 62269 1,432.68 012465 18- 118 -21 -24 -0099 62269 1,432.68 012465 18- 118 -21 -24 -0100 62269 1,432.68 012465 18- 118 -21 -24 -0101 62269 1,432.68 012465 18- 118 -21 -24 -0102 62269 1,432.68 012465 18- 118 -21 -24 -0103 62269 1,432.68 012465 18- 118 -21 -24 -0104 62269 2,646.56 012465 18- 118 -21 -24 -0105 62269 1,432.68 012465 18- 118 -21 -24 -0106 62269 1,432.68 012465 18- 118 -21 -24 -0107 62269 1,432.68 012465 18- 118 -21 -24 -0108 62269 1,968.84 012465 18- 118 -21 -24 -0109 62269 1,283.67 012465 18- 118 -21 -24 -0110 62269 1,713.69 012465 18- 118 -21 -24 -0111 62269 1,283.67 012465 18- 118 -21 -24 -0112 62269 1,283.67 012465 18- 118 -21 -24 -0113 62269 1,510.20 012465 18- 118 -21 -24 -0114 62269 1,510.20 012465 18- 118 -21 -31 -0001 62269 2,337.48 012465 18- 118 -21 -31 -0002 62269 1,930.43 012465 18- 118 -21 -31 -0003 62269 1,410.02 012465 18- 118 -21 -31 -0004 62269 1,410.19 012465 18- 118 -21 -31 -0005 62269 1,342.74 012465 18- 118 -21 -31 -0006 62269 2,707.68 012465 18- 118 -21 -31 -0007 62269 1,342.40 012465 18- 118 -21 -31 -0008 62269 1,258.50 012465 18- 118 -21 -31 -0009 62269 1,342.40 012465 18- 118 -21- 31-0010 62269 1,430.83 012465 18- 118 -21 -31 -0011 62269 1,409.69 012465 18- 118 -21 -31 -0012 62269 1,409.69 012465 18- 118 -21 -31 -0013 62269 1,510.20 012465 18-118 -21 -31 -0014 62269 1,848.96 012465 18- 118 -21 -31 -0015 62269 1,846.19 012465 18- 118 -21 -31 -0016 62269 1,270.75 012465 18- 118 -21 -31 -0017 62269 1,340.22 012465 18- 118 -21 -31 -0018 62269 1,342.40 012465 18- 118 -21 -31 -0019 62269 1,258.50 012465 18- 118 -21 -31 -0020 62269 1,342.40 012465 18- 118 -21 -31 -0021 62269 1,510.20 012465 18- 118 -21 -31 -0022 62269 1,826.76 012465 18- 118 -21 -31 -0023 62269 1,258.50 012465 18- 118 -21 -31 -0024 62269 1,258.50 012465 18- 118 -21 -31 -0025 62269 1,258.50 012465 18- 118 -21 -31 -0026 62269 1,396.26 012465 18- 118 -21- 31-0027 62269 2,165.94 012465 18- 118 -21 -31 -0028 62269 2,407.97 012465 18- 118 -21 -31 -0029 62269 1,510.20 012465 18- 118 -21 -31 -0030 62269 1,342.40 012465 18- 118 -21 -31 -0031 62269 1,510.20 012465 18- 118 -21 -31 -0032 62269 1,258.50 012465 18- 118 -21 -31 -0033 62269 1,581.19 012465 18- 118 -?1 -31 -0034 62269 1,342.40 012465 18- 118 -21 -31 -0035 62269 1,342.40 012465 18- 118 -21 -31 -0036 62269 1.510.20 PAGE 7 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 18- 118 -21 -31 -0037 62269 1,510.20 012465 18- 118 -21 -31 -0038 62269 1,510.20 012465 18- 118 -21 -31 -0039 62269 1,510.20 012465 18- 118 -21 -31 -0040 62269 1,510.20 012465 18- 118 -21 -31 -0041 62269 1,581.19 012465 18- 118 -21 -31 -0042 62269 1,399.12 012465 18- 118 -21 -31 -0043 62269 3,116.68 012465 18- 118 -21 -31 -0044 62269 1,258.50 012465 18- 118 -21 -31 -0045 62269 1,510.20 012465 18- 118 -21 -41 -0001 62265 2,046.06 012465 18- 118 -21 -41 -0002 62265 1,258.50 012465 18- 118 -21 -41 -0003 62265 1,258.50 012465 18- 118 -21 -41 -0004 62265 1,315.72 012465 18- 118 -21 -41 -0005 62265 1,317.23 012465 18- 118 -21 -41 -0006 62265 3,162.32 012465 18- 118 -21 -41 -0007 62265 1,317.23 012465 -18- 118 -21 -41 -0008 62265 1,317.23 012465 18- 118 -21 -41 -0009 62265 1,317.23 012465 18- 118 -21 -41 -0010 62265 1,317.23 012465 18- 118 -21 -41 -0011 62265 1,317.23 012465 18- 118 -21 -41 -0012 62265 1,317.23 012465 18- 118 -21 -41 -0013 62265 1,317.40 012465 18- 118 -21 -41 -0014 62265 1,342.40 012465 18- 118 -21 -41 -0015 62265 1,812.24 012465 18- 118 -21 -41 -0016 62265 2,093.03 012465 18- 118 -21 -41 -0017 62265 2,020.49 012465 18- 118 -21 -41 -0018 62265 1,258.50 012465 18- 118 -21 -41 -0019 62265 2,180.93 012465 18- 118 -21 -41 -0020 62265 1,510.20 012465 18- 118 -21 -41 -0021 62265 1,510.20 012465 18- 118 -21 -41 -0022 62265 1,510.20 012465 18- 118 -21 -41 -0023 62265 1,510.20 012465 18- 118 -21 -41 -0024 62265 1,342.40 012465 18- 118 -21 -41 -0025 62265 1,258.50 012465 18- 118 -21 -41 -0026 62265 1,258.50 012465 18- 118 -21 -41 -0027 62265 1,949.28 012465 18- 118 -21 -41 -0028 62265 1,510.20 012465 18- 118 -21 -41 -0029 62265 1,258.50 012465 18- 118 -21 -41 -0030 62265 1,258.50 012465 18- 118 -21 -41 -0031 62265 1,258.50 012465 18- 118 -21 -41 -0032 62265 1,258.50 012465 18- 118 -21 -41 -0033 62265 1,510.20 012465 18- 118 -21 -41 -0034 62265 1,342.40 012465 18- 118 -21 -41 -0035 62265 1,258.50 012465 18- 118 -21 -41 -0036 62265 1,258.50 012465 18- 118 -21 -41 -0037 62265 1,342.40 012465 18- 118 -21 -41 -0038 62265 1,342.40 012465 18- 118 -21 -41 -0039 62265 1,342.40 012465 18- 118 -21 -41 -0040 62265 1,342.40 012465 18- 118 -21 -41 -0041 62265 2,767.16 012465 18- 118 -21 -41 -0042 62265 1,459.86 012465 18- 118 -21 -41 -0043 62265 1,510.20 012465 18- 118 -21 -41 -0044 62265 1,476.81 012465 18- 118 -21 -41 -0045 622.65 1,258.50 PAGE 8 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERYIFICATION ROLLS -MUNIC CODE 86 S/A 4 ------------------------------------------------------ PROPERTY ID ADDN 4 S/A ASSESSED AMT 012465 18- 118 -21 -41 -0046 62265 1,258.50 012465 18- 118 -21 -41 -0047 62265 1,258.50 012465 18- 118 -21 -41 -0048 62265 1,258.50 012465 18- 118 -21 -41 -0049 62265 1,258.50 012465 18- 118 -21 -41 -0050 62265 1,258.50 012465 18- 118 -21 -41 -0051 62265 1,258.50 012465 18- 118 -21 -41 -0052 62265 1,510.20 012465 18- 118 -21 -41 -0053 62265 1,510.20 012465 18- 118 -21 -41 -0054 62265 1,510.20 012465 18- 118 -21 -41 -0066 62265 1,510.20 012465 18- 118 -21 -41 -0067 62265 1,258.50 012465 18- 118 -21 -41 -0068 62265 1,258.50 012465 18- 118 -21 -41 -0069 62265 2,151.65 012465 18- 118 -21 -41 -0070 62265 1,510.20 012465 18- 118 -21 -41 -0071 62265 1,325.62 012465 18- 118 -21 -41 -0072 62265 1,258.50 012465 18- 118 -21 -41 -0073 62265 2,164.86 012465 18- 118 -21 -41 -0074 62265 1,655.71 012465 18- 118- 21 -4.1 -0075 62265 1,258.50 012465 18- 118 -21 -41 -0076 62265 1,258.50 012465 18- 118 -21 -41 -0077 62265 2,087.72 012465 18- 118 -21 -41 -0078 62265 1,258.50 012465 18- 118 -21 -41 -0079 62265 1,258.50 012465 18- 118 -21 -41 -0080 62265 1,258.50 012465 18- 118 -21 -41 -0081 62265 1,790.80 012465 18- 118 -21 -41 -0082 62265 1,510.20 012465 18- 118 -21 -41 -0083 62265 1,258.50 012465 18- 118 -21 -41 -0084 62265 1,510.20 012465 18- 118 -21 -41 -0085 62265 1,510.20 012465 18- 118 -21 -41 -0086 62265 1,426.47 012465 18- 118 -21 -41 -0087 62265 1,498.96 012465 18- 118 -21 -41 -0088 62265 1,476.64 012465 18- 118 -21 -41 -0039 62265 1,426.30 012465 18- 118 -21 -41 -0090 62265 1,392.74 012465 18- 118 -21 -41 -0091 62265 1,510.20 012465 18-118 -21 -41 -0092 62265 1,258.50 012465 18- 118 -21 -41 -0093 62265 1,258.50 012465 18- 118 -21 -41 -0094 62265 1,258.50 012465 18- 118 -21 -41 -0095 62265 1,258.50 012465 18- 118 -21 -41 -0096 62265 1,258.50 012465 18- 118 -21 -41 -0097 62265 1,258.50 012465 18- 118 -21 -41 -0098 62265 1,318.95 012465 18- 118 -21 -41 -0099 62265 1,258.50 012465 18- 118 -21 -41 -0100 62265 1,258.50 012465 18- 118 -21 -41 -0101 62265 1,258.50 012465 18- 118 -21 -41 -0102 62265 1,258.50 012465 18- 118 -21 -41 -0103 62265 1,426.30 012465 18- 118 -21 -41 -0104 62265 1,258.50 012465 18- 118 -21 -41 -0105 62265 1,258.50 012465 18- 118 -21 -41 -0106 62265 1,258.50 012465 18- 118 -21 -41 -0107 62265 1,258.50 012465 18- 118 -21 -41 -0108 62265 1,258.50 012465 18- 118 -21 -41 -0109 62265 1,258.50 012465 18- 118 -21 -41 -0110 62265 1.476.64 PAGE 9 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN 4 S/A ASSESSED AMT 012465 18- 118 -21 -41 -0111 62265 2,945.16 012465 18- 118 -21 -41 -0112 62265 1,342.40 012465 18- 118 -21 -41 -0113 62265 1,342.40 012465 18- 118 -21 -41 -0114 62265 1,426.30 012465 18- 118 -21 -41 -0115 62265 1,763.86 012465 18- 118 -21 -41 -0116 62265 2,130.59 012465 18- 118 -21 -41 -0117 62265 2,283.08 012465 18- 118 -21 -41 -0118 62265 1,258.50 012465 18- 118 -21 -41 -0119 62265 1,258.50 012465 18- 118 -21 -41 -0120 62265 1,510.20 012465 18- 118 -21 -41 -0121 62265 1,342.40 012465 18- 118 -21 -41 -0122 62265 1,510.20 012465 18- 118 -21 -41 -0123 62265 2,201.54 012465 18- 118 -21 -41 -0124 62265 1,510.20 012465 18- 118 -21 -41 -0125 62265 1,278.30 012465 18- 118 -21 -41 -0126 62265 1,258.50 012465 18- 118 -21 -41 -0127 62265 1,258.50 012465 18- 118 -21 -41 -0128 62265 1,258.50 012465 18- 118 -21 -41 -0129 62265 1,510.20 012465 18- 118 -21 -42 -0001 62265 1,258.50 012465 18- 118 -21 -42 -0002 62265 1,258.50 012465 18- 118 -21 -42 -0003 62265 1,781.09 012465 18- 118 -21 -42 -0004 62265 1,510.20 012465 18- 118 -21 -42 -0005 62265 1,510.20 012465 18- 118 -21 -42 -0006 62265 1,510.20 012465 18- 118 -21 -42 -0007 62265 1,510.20 012465 18- 118 -21 -42 -0008 62265 1510.20 012465 18- 118 -21 -42 -0009 62265 1,503.82 012465 18- 118 -21 -42 -0010 62265 1,510.20 012465 18- 118 -21 -42 -0011 62265 1,510.20 012465 18- 118 -21 -42 -0012 62265 1,510.20 012465 18- 118 -21 -42 -0013 62265 1,406.00 012465 18- 118 -21 -42 -0014 62265 1,510.20 012465 18- 118 -21 -42 -0015 62265 1,448.28 012465 18- 118 -21 -42 -0016 62265 1,674.27 012465 18- 118 -21 -42 -0017 62265 1,510.20 012465 18- 118 -21 -42 -0018 62265 1,510.20 012465 18- 118 -21 -42 -0019 62268 2,108.03 012465 18- 118 -21 -42 -0020 62268 1,342.40 012465 18- 118 -21 -42 -0021 62268 2,418.70 012465 18- 118 -21 -42 -0022 62268 2,256:85 012465 18- 118-21 -42 -0023 62268 1,342.40 012465 18- 118 -21 -42 -0024 62268 1,342.40 012465 18- 118 -21 -42 -0025 62268 1,342.40 012465 18- 118 -21 -42 -0026 62268 1,342.40 012465 18- 118 -21 -42 -0027 62268 1,426.30 012465 18- 118 -21 -42 -0028 62268 1,342.40 012465 18- 118 -21 -42 -0029 62268 1,342.40 012465 18- 118 -21 -42 -0030 62268 1,342.40 012465 18- 118 -21 -42 -0031 62268 1,466.91 012465 18- 118 -21 -42 -0032 62268 1,426.30 012465 18- 118 -21 -42 -0033 62268 1,258.50 012465 18- 118 -21 -42 -0034 62268 1,342.40 012465 18- 118 -21 -42 -0035 62268 1,342.40 PAGE 10 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A 4 ------------------------------------------------------ PROPERTY ID ADDN • S/A ASSESSED AMT 012465 18- 118 -21 -42 -0036 62268 1,344.08 012465 18- 118 -21 -42 -0037 62268 1,258.50 012465 18- 118 -21 -42 -0038 62268 1,258.50 012465 18- 118 -21 -42 -0039 62268 1,510.20 012465 18- 118 -21 -42 -0040 62268 1,510.20 012465 18- 118 -21 -42 -0041 62268 1,510.20 012465 18- 118 -21 -42 -0042 62268 1,510.20 012465 18- 118 -21 -42 -0043 62268 1,510.20 012465 18- 118 -21 -42 -0044 62268 1,258.50 012465 18- 118 -21 -42 -0045 62268 2,005.99 012465 18- 118 -21 -42 -0046 62268 1,595.22 012465 18- 118 -21 -42 -0047 62268 1,886.41 012465 18- 118 -21 -42 -0048 62268 1,440.06 012465 18- 118 -21 -42 -0049 62268 1,258.50 012465 18- 118 -21 -42 -0050 62268 1,258.50 012465 18- 118 -21 -42 -0051 62268 1,258.50 012465 18- 118 -21 -42 -0052 62268 1,258.50 012465 18- 118 -21 -42 -0053 62268 1,258.50 012465 18- 118 -21 -42 -0054 62268 1,267.56 012465 18- 118 -21 -42 -0055 62268 1,342.40 012465 18- 118 -21 -42 -0056 62268 1,342.40 012465 18- 118 -21 -42 -0057 62268 1,258.50 012465 18- 118 -21 -42 -0058 62268 1,510.20 012465 18- 118 -21 -42 -0059 62268 1,414.39 012465 18- 118 -21 -42 -0060 62268 1,510.20 012465 18- 118 -21 -42 -0061 62268 2,198.79 012465 18- 118- 21-42 -0062 62268 1,846.92 012465 18- 118 -21 -42 -0063 62268 1,510.20 012465 18- 118 -21 -42 -0064 62268 1,363.38 012465 18- 118 -21 -42 -0065 62268 1,780.05 012465 18- 118 -21 -42 -0066 62268 1,586.63 012465 18- 118 -21 -42 -0067 62268 1,258.50 012465 18- 118 -21 -42 -0068 62268 1,258.50 012465 18- 118 -21 -42 -0069 62268 2,621.46 012465 18- 118 -21 -42 -0070 62268 1,510.20 012465 18- 118 -21 -42 -0071 62268 1,510.20 012465 18- 118 -21 -42 -0072 62268 1,510.20 012465 18- 118 -21 -42 -0073 62268 1,368.91 012465 18- 118 -21 -42 -0074 62268 1,557.79 012465 18- 118 -21- 42-0075 62268 1,280.65 012465 18- 118 -21 -42 -0076 62268 1,539.10 012465 18- 118 -21 -42 -0077 62268 1,280.65 012465 18- 118 -21 -42 -0078 62268 1,280.65 012465 18- 118 -21 -42 -0079 62268 1,258.50 012465 18- 118 -21 -42 -0080 62268 1,258.50 012465 18- 118 -21 -42 -0081 62268 1,258.50 012465 18- 118 -21 -42 -0082 62268 1,467.24 012465 18- 118 -21 -42 -0083 62268 1,326.12 012465 18- 118 -21 -42 -0084 62268 2,036.92 012465 18- 118 -21 -42 -0085 62268 1,417.41 012465 18- 118 -21 -42 -0086 62268 1,379.48 012465 18- 118 -21 -42 -0087 62268 1,258.50 012465 18- 118 -21 -42 -0088 62268 1,308.84 012465 18- 118 -21 -42 -0089 62268 2,264.52 PAGE 11 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CERTIFICATION ROLLS -MUNIC CODE 86 S/A 4 ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 18- 118 -21 -42 -0090 62268 1,367.40 012465 18- 118 -21 -42 -0091 62268 2,424.60 012465 18- 118 -21- 42-0092 62268 1,353.31 012465 18- 118 -21 -42 -0093 62268 1,612.36 012465 18- 118 -21 -42 -0094 62268 2,306.85 012465 18- 118 -21 -42 -0095 62268 1,258.50 012465 18- 118 -21 -42 -0096 62268 1,429.15 012465 18- 118 -21 -42 -0103 62268 1,506.51 012465 18- 118 -21 -42 -0104 62268 1,510.20 012465 18- 118 -21 -42 -0105 62268 1,299.78 012465 18- 118 -21 -42 -0106 62268 1,258.50 012465 18- 118 -21 -42 -0107 62268 1,258.50 012465 18- 118 -21 -42 -0108 62268 1,911.29 012465 18- 118 -21 -42 -0109 62268 1,623.28 012465 18- 118 -21 -42 -0110 62268 1,342.40 012465 18- 118 -21 -42 -0111 62268 1,342.40 012465 18- 118 -21 -42 -0112 62268 1,258.50 012465 18- 118 -21 -42 -0113 62268 1,276.62 012465 18- 118 -21 -42 -0114 62268 1,258.50 012465 18- 118 -21 -42 -0115 62268 1,276.62 012465 18- 118 -21 -42 -0116 62268 1,258.50 012465 18- 118 -21 -43 -0002 62265 1,510.20 012465 18- 118 -21 -43 -0003 62265 1,258.50 012465 18- 118 -21 -43 -0004 62265 1,416.06 012465 18- 118 -21 -43 -0005 62451 1,510.20 012465 18- 118 -21 -43 -0006 62451 1,342.40 012465 18- 118 -21 -43 -0007 62451 1,258.50 012465 18- 118 -21 -43 -0008 62451 1,258.50 012465 18- 118 -21 -43 -0009 62451 1,308.84 012465 18-118 -21 -43 -0010 62451 1,308.84 012465 18- 118 -21 -43 -0011 62451 1,510.20 012465 18- 118 -21 -43 -0012 62451 1,375.96 012465 18- 118 -21 -43 -0013 62451 1,308.84 012465 18- 118 -21 -43 -0014 62451 1,831.26 012465 18- 118 -21 -43 -0015 62451 1,342.40 012465 18- 118 -21 -43 -0016 62451 1,258.50 012465 18- 118 -21 -43 -0017 62451 1,426.30 012465 18- 118 -21 -43 -0018 62451 1,510.20 012465 18- 118 -21 -43 -0019 62451 1,342.40 012465 18- 118 -21 -43 -0020 62451 1,342.40 012465 18- 118 -21 -43 -0021 62451 1,510.20 012465 18- 118 -21 -43 -0022 62451 1,342.90 012465 18- 118 -21 -43 -0023 62451 1,351.13 012465 18- 118 -21 -43 -0024 62451 1,796.00 012465 18- 118 -21 -43 -0025 62451 1,716.66 012465 18- 118 -21 -43 -0026 62451 1,510.20 012465 18- 118 -21 -43 -0027 62451 1,510.20 012465 18- 118 -21 -43 -0028 62451 1,406.84 012465 18- 118 -21 -43 -0029 62451 1,510.20 012465 18-118 -21 -43 -0030 62451 1,426.30 012465 18- 118 -21 -43 -0031 62451 1,342.40 012465 18- 118 -21 -43 -0032 62451 1,361.03 012465 18- 118 -21 -43 -0033 62451 1,258.50 012465 18- 118 -21 -43 -0034 62451 1,342.90 PAGE 12 WED, MAY 27, 1992, 9:17 AM SPECIAL ASSESSMENT CE9TIFICATION ROLLS -MUNIC CODE 86 S/A # ------------------------------------------------------ PROPERTY ID ADDN # S/A ASSESSED AMT 012465 18- 118 -21 -43 -0035 62451 1,510.20 012465 18- 118 -21 -43 -0036 62451 1,510.20 012465 18- 118 -21 -43 -0037 62451 1,342.40 012465 18- 118 -21 -43 -0038 62451 1,510.20 012465 18- 118 -21 -43 -0039 62451 2,340.59 012465 18- 118 -21 -43 -0040 62451 1,984.53 012465 18- 118 -21 -43 -0041 62451 1,617.50 012465 18- 118 -21 -43 -0042 62451 1,308.84 012465 18- 118 -21 -43 -0043 62451 1,956.24 012465 18- 118 -21 -43 -0044 62451 1,723.32 012465 18- 118 -21 -43 -0045 62451 1,308.84 012465 18- 118 -21 -43 -0046 62451 1,510.20 012465 18- 118 -21 -43 -0047 62451 2,390.93 012465 18- 118 -21 -43 -0048 62451 2,087.62 012465 18- 118 -21 -43 -0049 62451 1,342.40 012465 18- 118 -21 -43 -0050 62451 1,342.40 012465 18- 118 -21 -43 -0051 62451 1,342.40 012465 18- 118 -21 -44 -0008 62265 1,258.50 012465 18- 118 -21 -44 -0009 62265 1,258.50 012465 18- 118 -21 -44 -0010 62265 1,258.50 012465 18- 118 -21 -44 -0011 62265 1,258.50 012465 18- 118 -21 -44 -0012 62265 1,258.50 012465 18- 118 -21 -44 -0013 62265 1,258.50 012465 18- 118 -21 -44 -0014 62265 1,258.50 012465 18- 118 -21 -44 -0015 62265 1,258.50 012465 18- 118 -21 -44 -0016 62265 1,258.50 012465 18- 118 -21 -44 -0017 62265 1,258.50 012465 18- 118 -21 -44 -0018 62450 1,510.20 012465 18- 118 -21 -44 -0019 62450 2,796.91 012465 18- 118 -21 -44 -0020 62450 1,258.50 012465 18- 118 -21 -44 -0021 62450 1,510.20 012465 18- 118 -21 -44 -0022 62450 1,510.20 012465 18- 118 -21 -44 -0023 62450 1,505.33 012465 18- 118 -21 -44 -0024 62450 1,510.20 012465 18- 118 -21 -44 -0025 62450 1,510.20 012465 18- 118 -21 -44 -0026 62450 2,850.39 012465 18- 118 -21 -44 -0027 62450 1,510.20 012465 18- 118 -21 -44 -0028 62450 1,748.71 012465 18- 118 -21 -44 -0029 62450 1,510.20 012465 18- 118 -21 -44 -0030 62451 1,510.20 012465 18- 118 -21 -44 -0031 62451 2,071.43 012465 18- 118 -21 -44 -0032 62451 1,258.50 012465 18- 118 -21 -44 -0033 62451 1,258.50 012465 18- 118 -21 -44 -0034 62451 1,510.20 012465 18- 118 - 21-44 -0035 62451 1,342.40 012465 18- 118-21 -44 -0036 62451 1,450.80 1,177,408.12" PAGE 13 PID NO /OWNER: 4401 Xy/on Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 YOUR ASSESSMENT: INTEREST RATE /TERM: NOTICE OF HEARING ON ASSESSMENTS FOR STORM SEWER AND STREET IMPROVEMENT NO. 470 1° $2" 8% Over 10 Years FAX (612) 53' 5 -- TIME AND PLACE Notice is hereby given that the City Council of the City GENERAL NATURE OF of New Hope, Minnesota, will meet in the City Hall at IMPROVEMENTS: 4401 Xylon Avenue North in the City of New Hope, Minnesota, on the 26th day of May, 1992, at 7:00 o'clock p.m. to consider objections to the proposed assessments for Storm Sewer and Street Improvement No. 470 heretofore ordered by the City Council. The general nature of the improvement is the construction of streets, concrete curb and gutter, and storm sewers including grading, construction of base and asphalt surface, installation of drain pipes, manholes and catch basins, and all other appurtenance works and services reasonably required to complete said construction. ASSESSMENT ROLL The proposed assessment roll is on file with the City OPEN TO Clerk and open to public inspection. INSPECTION: AREA PROPOSED TO The area proposed to be assessed consists of every lot, BE ASSESSED: piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: ALL PROPERTIES LOCATED ON INDEPENDENCE AVENUE NORTH, NORTH OF BASS LAKE ROAD. Leonard's 1st Addition Lots 1 -3 and 5, Block 1 Lots 1 -3, Block 2 Priebe Acres Lot 3, Block 1 Registered Land Survey No. 1205 Lots A, C, D, E, and F Family Styled City For Family Living Registered Land Survey No. 1107 Registered Land Survey No. 1062 Jessen's Highland Hills Unplatted Section 6: Lots C, D, E, and F rem.] Lot 7, Block 2 That part of N 90 ft of S. 618.5 ft of W 330 ft of SW 1/4 of NW 1/4 lying E of Sly exts of W line of E 1 ft of Tract A RLS No. 1062 Ex Road, Section 6, Township 118, Range 21. Com at apt in W line of SW 1/4 of NW 1/4 dis 470.72 ft N from SW cor thof, th E par with S line thof 184.01 ft to actual pt of beg, th N par with W line thof 57.78 ft, th E par with S line thof 115.99 ft, th S par with W line thof 210.04 ft, the Nally along a curve concave to the NE having a radius of 863.67 ft dis 191.07 ft to pt of beg, Section 6, Township 118, Range 21. ALL PROPERTIES LOCATED ON 49TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Zubecks Rolling Hills Addition Lots 1 -4, Block 1 Lot 16, Block 3 Plufka First Addition Outlot A Brandell Industrial Park_ Lot 2, Block 1 Brandell Industrial Park 2nd Addn. Lot 2, Block 1 Unplatted Section 7: That part of the'S 1/2 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Wly of Frontage Road Ex Hwy and Ex Road, Section 7, Township 118, Range 21. That part of W 735.77 ft of the S 1/2 of SW 1/4 of NW 1/4 lying S of N 306 ft thof and lying Ely of Frontage Road Except Rd, Section 7, Township 118, Range 21. W 145.2 ft of E 575.01 ft of S 335.01 ft of NW 1/4, Section 7, Township 118, Range 21. Unplatted Section 7 (cont.) S 335.01 ft of E 429.81 ft of NW 1/4 Ex Roads, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 52ND AVENUE NORTH, 51ST AVENUE NORTH, AND 50TH AVENUE NORTH BETWEEN BOONE AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18) AND ALL PROPERTIES ON HILLSBORO AVENUE NORTH BETWEEN 52ND AVENUE NORTH AND 50TH AVENUE NORTH. Keelor Steel 1st Addition Olson Industrial Park Lots 1 -5, Block 1 Lots 1 -3, Block 1 Lots 1 -2, Block 2 Outlot B Olson Industrial Park 2nd Addn. Unplatted Section 7: Lots 1 -2, Block 1 Com at a pt in W line of NW 1/4 of NW 1/4 dis 187 ft S of Sly line of Railroad right -of -way, th deflecting 90 deg 50 min to the left 634.5 ft, th deflecting 11 deg 10 min to the left to a pt in the E line of W 907.5 ft of NW 1/4 of NW 1/4 dis 131.1 ft S of Sly line of Railroad right -of -way, th N to said right -of -way line, th Wly along said right -of -way line to W line of NW 1/4, th S to beg, Ex Road, Section 7, Township 118, Range 21. Com at a pt in W l i n e of NW 1/4 dis 1383.4 ft N from SW cor thof, th N along said W line to a pt 187 ft S from Sly line of Railroad right -of- way, th deflecting rt 89 deg 10 min to intersection with a line par with and 470.01 ft E from W line of NW 1/4 of NW 1/4, th S along said line to a point 1383.4 ft N from S. line of NW 1/4, th W to beg, Ex Road, Section 7, Township 118, Range 21. ALL PROPERTIES LOCATED ON 48TH AVENUE NORTH, 47 1/2 CIRCLE NORTH, 47 1/2 PLACE NORTH, 47 1/2 AVENUE NORTH, 46TH AVENUE NORTH, 45 112 AVENUE NORTH BETWEEN WINNETKA AVENUE NORTH AND QUEBEC AVENUE NORTH AND ALL PROPERTIES ON SUMTER AVENUE NORTH AND RHODE ISLAND AVENUE NORTH BETWEEN 45TH AVENUE NORTH AND 48TH AVENUE NORTH. Replat of Lynncroft 1st Addn. Perry's Sprucewood Registered Land Survey No. 100 Lots 1 -22, Block 1 Lots 1 -14, Block 1 Lots 1 -15, Block 2 Lots I, J, K, L, M, N, 0 and P Page 3 Registered Land Survey No. 255 Winnetka Hills Registered Land Survey No. 948 Winnetka Hills 2nd Addition Lots A, B, C, D, E, F, G and H Lots 1 -8, Block 1 Lot 1, Block 2 Lots 2 -5, Block 3 Lots 1 -6, Block 4 Lots A and B Lots 1 -14, Block 1 Lots 1 -10, Block 2 ALL PROPERTIES ON CAVELL AVENUE NORTH, DECATUR AVENUE NORTH, ENSIGN AVENUE NORTH, FLAG AVENUE NORTH, JORDAN AVENUE NORTH, ZEALAND AVENUE NORTH, XYLON AVENUE NORTH, WISCONSIN AVENUE NORTH, VIRGINIA AVENUE NORTH, AND UTAH AVENUE NORTH SOUTH OF 42ND AVENUE NORTH AND NORTH OF NORTHWOOD PARKWAY AND ALL PROPERTIES ON 36 1/2 CIRCLE NORTH, 37TH AVENUE NORTH, 38TH AVENUE NORTH, 38 1/2 AVENUE NORTH, 39TH AVENUE NORTH, 40 1/2 AVENUE NORTH, 40TH AVENUE NORTH, NORTHWOOD PARKWAY AND HOPEWOOD LANE BETWEEN WINNETKA AVENUE NORTH AND STATE HIGHWAY 169 (OLD COUNTY ROAD 18). Hipp's Hopewood Hills 2nd Addn. Lots 1 -15, Block 1 Lots 1 -30, Block 2 Lots 1 -15, Block 3 Lots 1 -14, Block 4 Lots 1 -13, Block 5 Lots 1 -15, Block 6 Lots 1 -9, Block 7 Barrett's Terrace Lots 9 -15, Block 1 Lots 1 -15, Block 2 Lots 1 -16, Block 3 Lots 1 -9, Block 4 Gordon's Lakeview Terrace Lots 5 and 6, Block 1 Lots 1 -9, Block 2 Lots 1 -13, Block 3 Gordon's Lakeview Terrace 2nd Addn. Lots 2 -5 and 7 -15, Block 1 Gordon's Lakeview Terrace 4th Addn. Lots 1 and 2, Block 1 Hipp's Hopewood Hills Revised Lots 1 -13, Block 1 Lots 1 -11, Block 2 Lots 1 -27, Block 3 Lots 1 -27, Block 4 Lots 7 -20, Block 5 Page 4 Hopewood Hills Lots Lots Lots Lots Lots Lots 1 -19, Block 1 1 -4, Block 2 1 and 2, Block 3 1 -15, Block 4 1 -26, Block 5 12 -27, Block 6 Lots 1 -24, Block 7 Lots 1 and 2, Block 8 Lots 1 -20, Block 9 Lots 1 -22, Block 10 Towers North Lots 1 -12, Block 1 Towers South Lots 1 -8, Block 1 Lots 1 -13, Block 2 Lots 1 -33, Block 3 ALL PROPERTIES ON 39TH AVENUE NORTH AND MARYLAND AVENUE NORTH BETWEEN 40TH AVENUE NORTH AND 38TH AVENUE NORTH. Winnetka Gardens Aud. Subd. No. 324 Lots 1 -3, Block 1 Part of Lot 3 (PIN 17- 118 -21 22 0002) Gwynnco Second Addition Gwynnco Addition Lots 1 -13, Block 3 Lots 1 -16, Block 4 Lots 1 -10, Block 5 Lots 1 -7, Block 6 Lot 1, Block 7 Lot 1, Block 3 TOTAL AMOUNT OF The total amount proposed to be assessed is PROPOSED $1,251,398.01. ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered at the OBJECTIONS: hearing. RIGHT OF APPEAL: An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. LIMITATION ON No appeal may be taken as to the amount of any assessment APPEAL: adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections ASSESSMENTS: 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1.60 et. al., a copy of which is available upon request at the office of the City Clerk. SPECIFIC AMOUNT TO The amount to be specifically assessed against your BE ASSESSED: particular lot, piece, or parcel of land is stated on the first page of this notice. PREPAYMENT THIS You may prepay the entire assessment to the Finance YEAR: Director or Assessment Clerk of the City prior to November 30 1992 when the assessment roll is certified to the County Auditor. No interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment roll. PREPAYMENT In subsequent years, prepayments of the entire amount SUCCEEDING YEARS: remaining due may be made to the Finance Director or Assessment Clerk at any time prior to November 15 of any year, provided that the installment and interest in process of collection on the current tax list shall be paid to the County Treasurer and the remaining principal balance shall be paid the City Finance Director or Assessment Clerk. The prepayment shall include the remaining assessment with interest accrued to December 31 of the year in which the prepayment is made. NO PARTIAL The City Council has not authorized the partial PREPAYMENT: prepayment of assessments prior to certification of the assessment or the first installment thereof to the County Auditor. INTEREST RATE: If the assessment is not prepaid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 8 %. Interest accrues from the date to be specified in the resolution levying the assessment, but not earlier than the date of such resolution. Dated: May 8. 1992 BY ORDER OF THE CITY COUNCIL a�Leone, ity Clerk Page 7 Otto G. Bonestioo, PE. Keith A. Gordon, PE. James R. Maland, PE. Rene C. Plumart, AJ A. Joseph C. And -Ok. PE. Richard W Foster, PE. Kenneth P Anderson, PE, Agnes M. Ring. AIC.P Margin L. Sorvala, PE. Jerry A. Bourdon. PE, Mark R. Rolfs, PE. Jerry D. Pertztch. PE. Richard E. Turner. PE. Mark A Hanson, PE. Thomas E. Angus, PE. Cecilio Olmer. PE. Glenn R. Cook, PE. David O. Loskota, PE. Daniel J. Edgerton, PE. Gary W. Morien, PE. Thomas E. Noyes. PE. Robert C. Russek, AI. A. Mark A. Seip, PE. Karen L. \Viemeri, PE, Robert G. Schunicht. PE. Howard A. Sanford, RE. Philip J. Caswell, PE. Keith R. Yapp. PE. Susan M. Eberlin. CPA, Donald C. Burgaidt, PE, Ismael Martinez, PE. Michael P Rau. PE. Ted K. Field, PE. Mark D. Wallis, PE, Charles A. Erickson Michael T Rautmann, PE, Thomas R. Anderson, A.I.A. Leo M. Pawelsky Robert R. Pfefferle. PE. Gary F Rylander. PE. Harlan M. Olson Thomas W. Peterson, PE. Miles B. Jensen, PE. Michael C. Lynch. PE. L Phillip Gravel III, PE, April 13, 1992 City of New Hope 4401 Xylon Avenue N. new Hope, MN 55428 Attention: Mr. Daniel Donahue Re: 1991 Street Resurfacing Program City Project No. 470 Our File No. 34117 Dear Dan: We have determined the final costs for the above project which are presented in the attached sheet (Appendix A). We have also compared the final amount to the amount estimated in the preliminary report presented at the public hearing dated March 25, 1991. As noted, additional construction was incorporated into the plans for bidding and after bidding in the form of change orders not identified in the preliminary report. The final assessment rates for local street resurfacing and collector street resurfacing are listed below compared to the estimated rate in the preliminary report. Preliminary % Local Street Resurfacing Final Rate Report Rate Difference Residential $16.78/F.F. Commercial 25.17/F.F. $17.05/F.F. -1.6% 25.60/F.F. -1.6% Collector Street Resurfacing Residential $12.59/F.F. Commercial 25.17/F.F. $12.80/F.F. -1.6% 25.60/F.F. -1.6% Listed below are the final rates to be used for determining assessments against the properties requesting their driveway approach be reconstructed: Final Rate Estimated Rate Concrete Curb $14.03/L.F. $13.00/L.F. Bituminous Driveway $17.27/S.Y. $16.00 /S.Y. Concrete Driveway $32.37/S.Y. $30.00 /S.Y. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612 -636 -4600 City of New Hope Mr. Daniel Donahue Page 2 April 13, 1992 Listed below is the final cost separated into the amount to be assessed, the amount to be assessed to the City, and the City's share: Amount to be assessed $1,177,746.88 Amount assessed to City 73,651.13 City's share 630,589.79 Total Final Project Cost $1,881,987.80 If you have any questions please feel free to contact me at this office. Yours very truly, BO ESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk Attachment cc: Larry Watts Kirk McDonald Steve Sondral Cheryl Joens APPENDIX A 1992 STREET RESURFACING PROGRAM Project No. 470 File 34117 Final Preliminary % Description Amount Report Difference C.S. McCrossan Contract A. Street Reconstruction $1,101,729.30 * $1,094,890 + 0.6% B. Driveway Reconstruction 80,348.14 N/A C. Storm Sewer Extensions 216,149.73 214,800 + 0.6% D. Water Main Sanitary Sewer Specials 26,542.60 N/A E. Sanitary Sewer Repair 31st/Flag Ave. 27,735.87 N/A 6) Subtotal $1,452,505.60 N/A Change Order No. 1 Subtotal $ 19,832.43 1) 52nd Avenue Water Main Replacement $ 43,668.10 N/A 2) Water tight Sanitary Sewer Castings 4,744.98 N/A Subtotal $ 48,413.08 Change Order No. 2 1) Miscellaneous Sanitary Sewer Repairs $ 8,968.60 N/A 2) Street Repair 8116 29th Avenue - 1,606.12 N/A 3) Relocate hydrant 9308 51st Avenue 4 N/A 4) Storm Sewer Repair 47th/Independence Ave. 1,758.56 N/A 5) Grade drainage swale 47th/Rhode Island Ave. 1,090.76 N/A 6) Relocate hydrant 52nd Ave. Cul -de -sac 2,091.31 N/A Subtotal $ 19,832.43 G.M.H. Asphalt Corp. Contract 1) 49th Avenue Street (MSA Participating) $285,712.05 * 186,750 + 53.0% 2) Sanitary Sewer (Non MSA Participating) 67,437.47 N/A Subtotal $353,149.52 Change Order No. 1 1) Sidewalk (TH 169 to Erickson Drive) $ 8,087.04 * N/A Subtotal $ 8,087.04 TOTAL $101,987.80 * The overhead amount is 26.36% which includes 4' /z% for administration and 3% for interest. All remaining overhead is 17.16% which does not include administration and interest. v Cr fi e) 3 -/'0, 3 May 15, 1992 Valerie Leone, City Clerk City of New Hope 4401 Xylon Avenue North New Hope, Minnesota 55428 Re: Proposed Assessment Dear Ms. Leone: Please accept this letter as notice of my intention to protest the amount of the proposed assessment against my property. I protest the amount for the following reasons: -- > I had a new driveway installed the year before the improvements were made. Had the contractor been told that work would be done in the area at the time he got the permit, I would not have elected to have a new driveway installed at that time. --> Repairs to my driveway following the improvements have been unsatisfactory. I feel that as a result of the forgoing reasons, I have been subjected to unnecessary and unacceptable expense. Sincere ours, M. John esn utt MIDTOWN MFG. 8800 - 49th Avenue North Minneapolis, Minn. 55428 Phone (612) 533-8555 _0 ;. _C 2C, 11-1,11"Cl. R ODJTcc ! 1- , 70 CIT'1271 cr,u-�,- 1 7_Y)aA1k:__ Prototype — Model Shop Instrument Mfg. — Tool and Die Short-Run Production 'to as'_ on 0 d U1 a 3 e a ss e. s sm�:� t , - I th i ' C j. ty Pa o the sa ie . - -acial. our ? anid i'l - not Yes '51) 1 S IS 6_00 �)12 a s s e s t. jc - n t I I as #tj u, C 1 , - -1 0 . 4 ' Ile va rl Ts oTie oi)ce IboCw nt.1 t a Y )aid for all n hil - h ,. +iu.st be accou.nt o the or Cii a ce so t 11 'a, t - �, e C 0 rl -1-1 C c R. 1.1 t: le sa it; e C en c a ,- i 1.1 -,ucl) as - 1 ,1 1— s 4 .( 1- C t j 37 1 t ) dc'-le b­ C �-�­ n'lfj co.t,i� so Li cc)_i. 9 1- o by 11. j � I., - L .a. 0 (J I - 11 - 0 las' coyltractor s.t C 9. tlhe 'D r C a' . L: 0, :' 4- - S - 0 0 0 V , 1' , e c I "T - n n s 111 o, c C JL t P e r s a 1 o r tlh e t -3 e s s :r - n t e, r a t - i o i I a 1 e, , Mnas t 'J e o r,% I c a It be "her 1, G C o mi -j r to - t; J, - c tb e c s.. - ?U - t 71c- 1, a 01-1t, 0 - 0 C o un t - V - %7 e v. J,11 C o s s 1', J C0101_�1'11_. to � - !-e cos ,� -o:f C' c£? _ ;, b u, s J. - n e r e a r I :�7 u c " �t. I i -ojectl to tbo DJ",-b Cost Ine as thoy too`­ cut my , Jncwd' J: 4 1 -, e a acct' it the � oue was ::ice s ,rood 1 o 11 d a hu:t ta7-e a, S " r. ^., 'h'oultl - flo" - Da ""C. 1 r 3" 0 W C I- !J v I a Y s 117 11, - 1, n ecc:ssory 4 f o S 0 C C , 1 - 3 1 T OBJECTION TO ASSESSMENT PID NO /OWNER: 18- 118 -21 42 0079 BRIAN SALITA 8409 HOPEWOOD LA NEW HOPE MN 55427 ASSESSMENT: $1,258.50 STORM SEWER AND STREET IMPROVEMENT NO. 470 BE ADVISED THAT THE UNDERSIGNED PROPERTY OWNER, AS ABOVE DESCRIBED, HEREBY OBJECTS TO THE ABOVE CAPTIONED ASSESSMENT. DATED THIS 26TH DAY OF MAY, 1992. Attachment for Item 7.1 May 26, 1992 11 TOWERS MANAGEMENT COMPANY City of New Hope 4401 Xylon Ave. No. New Hope, MN 55428 Attention: Ms. Valerie Leone City Clerk Re: PID #17-118-21 22 0002 Kings Manor Apartments 4215, 4309 & 4425 Rhode Island Ave. No. Miles Fiterman, Trustee C/O Towers Management We object to the $5109.51 assessment to our property, because of the storm sewer and street improvement. This work was done to the north of our property, and we object to the amount and to the fact that we do not benefit. I know they use a certain guideline for apartment complexes for a certain size, but in no way were we benefited by that amount, and we would like to see that greatly reduced. Please follow-up with me on this. KIN S MANOR PROGRAM TO E S M NAGEMENT COMPANY Ira Sklader­-- GENERAL MANAG IS/Ibp Certified Mail 5217 WAYZATA BLVD.—SUITE 212 NORTH PLAZA BUILDING ST. LOUIS PARK, IVIN 55416 (612) 546-6400 YJ t P mi y 1992 A Ms. Valerie Leone, City Clerk City Council of New Hope 4401 Xylon Ave. No. New Hope, M 55428 Attachment for Item 7.1 5/26/92 Re: Assessments for Storm Sewer and Street Improvement No. 470 PID Nod owner 18-118-21 43 0030 Virginia Gooley 8516 36 112 Circle No. New Hope, MN 55427 q Dear Ms. Leone: Road work and improvements are necessary. However, last summer the road crew dame through 36 112 Circle No. and t ook curbings out at random--not everyone's was removed. The curbing in front of our driveway was not crumbling, broken or out of line with the curbing to the right or left. I do not know why it was removed as it im- proved nothing. It was exactly the same as it was prior to the "improvement"'. I strongly object to being charged$1,426.30 for repairs that were not necessary. Yours truly, Virginia Gooley Attachment for Item 7.1 5/26/92 City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Gentlemen: As discussed with Mark Hanson, City Engineer, the curbing including the flanging for my property at 393 Ensign Avenue North should be 23 feet instead of 25 feet in length at $14-03. The total cost for the driveway assessment should be $322.69 instead of $368.02. Mr. Hanson has informed me that proper adjustment can be made upon delivery of this letter. If you need to reach me for any reason, please call me at 544-1o1o. J /James R. Spevacek 393 Ensign Avenue North New Hope, MN 55427 COUNCIL . # 0, 0 1 0, Originating Department I Approved for Agenda ( Agenda Section By Kirk McDonald ( By: City Manager 9 -14 -92 Item No. MOTION APPROVING FINAL PAY REQUEST TO SUNRAM LANDSCAPING FOR MANHOLE FRAME REPLACEMENT AND GRADING OVERLAND DRAINAGE SWAILS FOR INFLOW REDUCTION (IMPROVEMENT PROJECT NO.480 -PHASE I) IN AMOUNT This is the final pay request from Sunram Landscaping for Improvement Project No.480 -Phase I, Manhole Frame Replacement and Grading Overland Drainage Swails for Inflow Reduction. The contract was awarded in September of 1991, for a total of $80,410, which included a base bid of $78,100, plus an alternate in the amount of $2,310 for construction of a modular block wall at Northwood Parkway. This is the third and final pay request and the final amount is $77,065.00, which represents a slight underrun. The City Engineer reports that all work has been satisfactorily completed and recommends final payment in the amount of $20,479.20, which takes into account amounts paid previously. Staff recommends approval of a motion approving the final pay request to Sunram Landscaping in the amount of $20,479.20for Improvement Project No. 480. MOTION BY SECOND BY TO: Review: Administration: Finance: Otto G. Bonestroo, P.E. Howard A. Sanford, RE. Gary F. R,rlander, P.E. Philip J. Caswell, PE, Robert W. Rosene, P.E.* Keith A. Gordon, RE, Ismael Martinez, RE. Mark D. Wallis, RE. Joseph C. Anderlik, P.E. Robert R. Pfefferle, P.E. Michael P. Rau. P.E. Miles B. Jensen, PE, Marvin L. Sorvala, P.E. Richard W. Foster, PE, Agnes M. Ring, AJC.P. L. Phillip Gravel III, RE, Richard E. Turner, P.E. David O. Loskota, RE, Thomas W. Peterson. RE. Karen L. Wiemeri, PE, Glenn R. Cook, P.E. Robert C. Russek, A.I.A. Michael C. Lynch, P.E. F Todd Foster, PE. Thomas E. Noyes, PE, Jerry A. Bourdon, RE. James R. Maland, P.E. Keith R. Yapp, P.E. Robert G. Schunicht, P.E. Mark A. Hanson. P.E. Jerry D. Pertzsch, P.E. Shawn D. Gustafson, PE. Susan M. Eberlin, C.PA. Michael T Rautmann, P.E. Kenneth P. Anderson, RE, Cecilio Olivier, P.E. `Senior Consultant Ted K. Field, RE. Mark R. Rolfs, PE. Charles A. Erickson Thomas R. Anderson. A.I.A. Mark A. Seip, P.E. Leo M. Pawelsky Donald C. Burgardt, P.E. Gary W Morien, RE. Harlan M. Olson Thomas E. Angus, P.E. Daniel J. Edgerton, P.E. James F Engelhardt August 26, 1992 City of New Hope 4401 Xylon Avenue No. New Hope, MN 55428 Attn: Mr. Daniel Donahue Re: Manhole Frame Replacement & Inflow Reduction Project No. 480 Our File No. 34133 Dear Dan, Enclosed is the 3rd and Final Pay Request for the above project. The final amount is $77,065.00 compared to the bid amount of $80,410.00 which represents a slight underrun. All work has been satisfactorily completed and we recommend final payment in the amount of $20,479.20. Also included is Form IC -134. If you have any questions, please feel to contact us at this office. Yours very truly, BONESTROO ROSENE, ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:h Encl. 34133.cor 2335 West Highway 36 . St. Paul, Minnesota 55113 • 612- 636 -4600 Bo eroo Owner City of New Hope, 4401 Xylon Ave N, New Hope, MN 55428 nnderork s For Period May 15 1992 to August 4, 1992 Associates Y � g R. "` `" WraM� "'"""" R. P" Contractor Sunram Landscaping, 7675 Troy Lane, Maple Grove, MN 55369 Y REQUEST FOR PAYMENT Manhole Frame Replacement & Inflow Reduction Project No. 480 File No. 34133 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 9 Sub -Total 10 Less Amount Paid Previously 11 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 3 & Final for Approval by: R ANDERLIK & ASSOCIATES, INC. Approved by Contractor: SUNRAM LANDSCAPING, INC. Specified Contract Completion Date: October 25, 1991 Da A 1 9, 1 Request No. 3 & Final $ 80,410.00 $ 80,410.00 $ 77,065.00 $ 0.00 $ 77,065.00 $ 0.00 $ 77,065.00 $ 56,585.80 $ 20,479.20 Approved by Owner: CITY OF NEW HOPE, MN b Date: 34133. RFP No. Item Unit Quan uty PrUnit ice To pate To Date Part 1 - Sanitary Sewer Casting Replacement 1 Frame, ring, & cstg. replacement w/bit. patch (residential street) EA 51 750.00 54 40,500.00 2 Frame, ring & cstg, replacement w/bit. patch (Boone, 45th & 49th Avenues) EA 8 800.00 11 8,800.00 3 Frame, ring, & cstg. replacement w/bit. patch (Winnetka Avenue) EA 1 850.00 2 1,700.00 4 Frame, ring, & cstg. replacement w /concrete patch (Winuetka Avenue) EA 5 1,250.00 5 6,250.00 5 Frame, ring, & cstg. replacement w /sod (yard areas) EA 2 400.00 1 400.00 6 Replace casting only (MH 26) EA 1 200.00 2 400.00 7 Additional bitum. patch w/ aggreg. base SY 500 28.00 180 5,040.00 8 Remove concrete curb and gutter L-F 100 8.00 58 464.00 9 Concrete curb and gutter L.F 100 14.00 58 812.00 10 Bitum. patch for curb replacement SF 100 4.00 100 400.00 it Highland sod w /topsoil behind curb replacement SY 25 10.00 30 300,00 Total Part 1 - Sanitary Sewer Casting Replacement $ 65,066.00 Part 2 --Overland Drainage Swales 12 Excavation and grading for Northwood Parkway drainage swale LS 1 700.00 1 700.00 13 Excavation and grading for Hillsboro Avenue drainage Swale LS 1 650.00 1 650.00 14 Remove concrete curb and gutter L.F 40 10.00 33 330.00 15 Concrete curb and gutter L.F 40 15.00 33 495.00 16 Bituminous patch for curb replacement SF 40 5.00 84 420.00 17 Remove concrete walk SF 400 1.00 785 785.00 18 4" concrete walk w /4" sand base & prep SF 400 2.50 785 1,962.50 19 Class II riprap w /fabric & bedding CY 20 65.00 27 1,755.00 20 Highland sod w /topsoil SY 1,300 250 425 1,06?. 50 Total Part 2 - Overland Drainage Swales $8,160.00 34133.RFP RP -1 No. Item Contract Unit Quantity Amount Unit Quantity Price To Date To Date 21 Alternate No. 4 Keystone retaining wall for Northwood Parkway drainage Swale. Tan, rockface Keystone blocks w /non - beveled cap blocks SF Total Alternate No. 4 Total Part 1 - Sanitary Sewer Casting Replacement Total Part 2 - Overland Drainage Swales Alternate No. 4 Total Work Completed to Date 210 11.00 349 3,849 00 $3,839.00 65,066.00 8,160.00 4,839 00 $77,065.00 34133.RFP RP-2 PROJECT P AYMENT STATUS Owner City of New Hope Project Manhole Frame Replacement & Inflow Reduction Project No. 480 File No. 34133 Contractor Sunram Landscaping CHANGE ORDER No. Date 1 2 3 Total Change Orders - Add PAYMENT SUMMARY No. Period 1 Start 11 -1 -91 2 11 -1 -91 5 -15 -92 3 5 -15 -92 8 -7 -92 4 5 6 7 8 9 10 Payment $41,053.30 15,532.50 20,479.20 Total Payment to Date Retainage, Payment No. Total Value Completed $77,065.00 3 & Final 0.00 $77,065.00 Retainage $2,160.70 2,978.20 0.00 Original Contract Change Orders Revised Contract Amount Completed $43,214.00 59,564.00 77,065.00 $80,410.00 0.0 $80,410.00 34133.RFP RP -3 " CMS ,,', 7` Y? f ", I r , COUNCIL Originating Department City Manager Kirk McDonald By ' Management Assistant M Approved for Agenda 9 -28 -92 Agenda Section Consent Item No. 6.7 MOTION APPROVING FINAL PAY REQUEST TO GMH ASPHALT CORP. FOR 1991 STREET IMPROVEMENT PROJECT NO. 470 (49TH AVENUE NORTH /MSA STREET) IN THE AMOUNT OF $1,000.00 This is the final pay request from GMH Asphalt Corp. for the MSA portion of the 1991 Street Improvement Project No. 470 (49th Avenue North). The final request is in the amount of $1,000.00. The contract was awarded in July of 1991, for a total of $264,902.35. Change Order No. 1 was approved in November, 1991, for the construction of a sidewalk on 49th Avenue from Erickson Drive to TH 169 in the amount of $6,400,00,which increased the total contract amount to $271,302.35. The City Engineer indicates that the final contract amount is $285,069.72 which is 5.0% over the bid amount and the change order. The Engineer reports that all work has been satisfactorily completed and recommends final payment in the amount of $1,000.00. Staff recommends approval of a motion approving the final pay request to GMH Asphalt Corp. for the 1991 Street Improvement Project No. 470 (49th Avenue North /MSA Street) in the amount of $1,000.00 • MUM Review: Administration: SECOND BY ,v C Finance: • •! September 22, 1992 City of New Hope 4401 Xylon Avenue N. New Hope, Minnesota 55428 Attn: Kirk McDonald Otto G. Bonestroo, P.E. Robert W- Rosene, RE.* Joseph C. Anderlik, P.E. Marvin L. Sorvala, P.E. Richard E. Turner, P.E. Glenn R. Cook, PE, Thomas E. Noyes, P.E. Robert G. Schunicht, P.E. Susan M. Eberlin, C.P.A. *Senior Consultant Re: 49th Avenue North Utility & Street Improvements Project No. 470 Our File No. 34126 Dear Kirk: 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. Jerry A. Bourdon, P.E. Mark A. Hanson, P.E. Michael T Rautmann, PE. Ted K. Field, P.E. Thomas R. Anderson, A.I.A. Donald C. Burgardt, P.E. Thomas E. Angus, P.E. Ismael Martinez, P.E. Michael P. Rau, P.E. Agnes M. Ring, A.I.C.P Thomas W Peterson, P.E. Michael C. Lynch, P.E. James R. Maland, PE. Jerry D. Pertzsch, P.E. Kenneth P Anderson, P.E. Mark R. Rolls, P.E. Mark A. Seip, P.E. Gary W Morien, P.E. Daniel J. Edgerton, P.E. Daryl K. Kirschenman, P.E. Philip J. Caswell, P.E. Mark D. Wallis, P.E. Miles B. Jensen, P.E. L. Phillip Gravel III, P.E. Karen L. Wiemeri, P.E. Gary D. Kristofitz, P.E. F Todd Foster, PE. Keith R. Yapp, PE. Shawn D. Gustafson, P.E. Cecilio Olivier, P.E. Charles A. Erickson Leo M. Paweisky Harlan M. Olson James F. Engelhardt Enclosed is the 5th & Final Pay Request for the above project. The final contract amount is $285,069.72 which is 5.0% over the bid amount and Change Order No. 1. Change Order No. 1 ($6400) provided for sidewalk construction along 49th Avenue between TH 169 and Erickson Drive. All work has been satisfactorily completed and we recommend final payment in the amount of $1,000. Also enclosed is Form IC -134 for GMH Asphalt Corp. and each of his subcontractors. If you have any questions please feel free to contact me at this office. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MAH:dh Enclosure Bonestroo Rosen Anderiik & Associates E.gb* .: a w,cnjtc u S[. Paul, Min— Owner City of New Hope, 4401 Xylon Ave N, Minneapolis, MN 55428 For Period December 12, 1991 to July 31, 1992 Contractor GMH Asphalt Corp., 17018 Saddlewood Trail, Mtka, MN 55345 REQUEST FOR PAYMENT 49th Avenue North Utility & Street Improvements Project No. 470 File No. 34126 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 9 Sub-Total 10 Less Amount Paid Previously 11 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. Recommended for Approval by: BONE91'ROO, ROSENL, ANDERLIK & ASSOCIATES, INC. Approved by Contractor: GMII ASPI..T COR .. Specified Contract Completion Date: October 25, '1991 $ 6,400.00 5 & Final Date July 31, 1992 Request No. 5 & Final $ 264,902.35 $ 285,069.72 $ 0.00 $ 285,069.72 $ 0.00 $ 285,069.72 $ 284,069.72 $ 271,302.35 $ 1,000.00 Date: 34126.RFP Approved by Owner: CITY OF NEW HOPE, MN No. Item Part 1 - 49th Ave. North Participating 2104.501 Remove concrete curb 2104.501 Remove 12" or 15" RCP 2104.505 Remove bituminous surface (P) 2104.509 Remove concrete walk 2104.509 Remove concrete driveway 2104.509 Remove manhole or catchbasin 2104.523 Salvage casting 0104.602 Relocate hydrant @ 25 + 34 2105.501 Common excavation for turn lane at Boone Ave. 2105.507 Subgrade excavation 2105.525 Topsoil borrow (CV) 2211.501 Aggregate base, Cl. 5, 100% crushed 2112.000 Subgrade and ex. aggr. base preparation 2331.504 Bituminous material for mixture 2331.514 Type 31 base course mixture 2331.508 Type 41 wearing course mixture 2357.502 Bituminous material for tack coat 2232.501 Mill bituminous surface 2331.510 Type 31 binder course mixture 2503.541 12" RC pipe sewer, Design 3006 2503.541 15" I2C pipe sewer, Design 3006 0503.602 Connect storm sewer to existing structure 0504.602 Adjust valve box 2506.508 Construct 4' dia. manhole, Design Special 1 2506.508 Construct 4' dia, catchbasin manhole, Design Special 2 2506.508 Construct catchbasin, Design Special 3 2506.516 Casting assembly, R -1642B 2506.516 Casting assembly, R -3067V 34126.RFP Contract Unit Quantity Amount Unit Quantity Price to Date '1'o Date LF 1,600 1.50 2,607 3,910.50 LF 15 6.50 106 689.00 SY 11,000 1.70 11,097 18,864.90 SF 1,700 1.00 3,045 3,045.00 SF 1,015 1.00 1,946 1,946.00 EA 2 265.00 2 530.00 EA 5 72.00 5 360.00 LS 1 975.00 1 975.00 LS 1 1,000.00 1 1,000.00 CY 9.50 4.00 CY 50 8.00 562 4,496.00 TN 5,200 7.10 2,006.29 14,244.66 LS 1 2,500.00 1 2,500.00 TN 275 11.7.00 297.06 34,756.02 TN 1,900 12.50 1,960.84 24,510.50 TN 1,400 13.65 1,535.79 20,963.53 GL 1,500 1.00 1,350 1,350.00 SY 1,620 1.20 811 973.20 TN 1,550 12.50 1,622.85 20,285.63 Ll' 24 29.50 64 1,888.00 LF 65 25.25 142 3,585.50 EA 3 370.00 3 11110.00 EA 9 90.00 8 720.00 EA 1 1,155.00 3 3,465.00 EA 2 910.00 EA 5 775.00 5 3,875.00 EA 1 250.00 1 250.00 EA 2 340.00 RP -1 No. Item Unit Contract Quantity Unit Price Quantity To Date Amount To Date 2506.522 Adjust frame and ring casting (manhole) EA 16 130.00 13 1,690.00 2506.522 Adjust frame and ring casting (catchbasin) EA 14 60.00 11 660.00 0506.602 Reconstruct existing structure EA 1 785.00 2.5 1,962.50 2521.501 4" concrete walk SF 1,600 1.60 2,994.8 4,791.68 2531.501 Concrete curb and gutter, Design B618 LF 1,100 8.75 2 22,811.25 SP -3 Reinforcing for concrete curb and gutter LF 960 0.55 2531.507 6" concrete driveway pavement SF 960 2.40 1,924 4,617.60 SP -8 2" thick bit. patch (driveway) SF 100 1.50 1,764 2,646.00 0563.601 Traffic control LS 1 2,000.00 1 2,000.00 0564.602 Pavt message (lt. arrow) paint EA 4 25.00 4 100.00 0564.602 Pavt message (it. arrow) paint EA 2 22.00 2 44.00 0564.602 Pavt message (left -thru arrow)paint EA 2 22.00 2 44,00 0564.603 4" solid line white -paint LF 1,880 0.24 1,970 472.80 0564.603 12" solid line white paint LF 470 0,80 0564 -.603 24" solid line white -paint LF 344 1.10 160 176.00 0564.603 Variable width solid white -paint for cross walks SF 480 0.80 558 446.40 0564.603 4" broken line yellow -paint LF 1,140 0.24 1,065 255.60 0564.603 4" dbl. solid line yellow -paint LF 835 0.48 835 400.80 2571.541 Transplant tree (72" dia. spade) EA 1 150.00 1 150.00 2573.503 Silt fence, preassembled I.F 150 2.00 2575.505 Sodding, type lawn with 3" existing topsoil SY 900 1.50 3,135 4,702.50 SP -2 Sawcut concrete driveway or walk LF 155 6.00 12 72.00 SP -3 Pour invert in ExCB -119 LS 1 200.00 3 600.00 SP -6 4" PE perforated drain pipe LF 460 4.60 380 1,748.00 SP -7 Connect 4" drain pipe to ex. structure EA 8 75.00 19 t _ 425 00_ Total Part 1 - 49th Ave. North Participating $222,109.57 34126.RFP RP -2 No. Item Unit Contract Quantity Unit Price Quantity To Date Amount 7b Date Part 2 - Sanitary Sewer Nonparticipating 2104.501 Remove 12" clay pipe LF 929 3.15 929 2,926.35 2104.509 Remove manhole and casting EA 4 480.00 4 1,920.00 2503.511 12" PVC, SDR -35, pipe sewer LF 929 34.75 929 32,282.75 2503.511 10" PVC, SDR -35, pipe sewer LF 100 34.75 1.15 3,996.25 2506.508 Construct manhole, Design Special 7 EA 4 11200.00 4 4,800.00 0506.603 4" dia. structure depth greater than 8' LF 1.5 65.00 1.5 97.50 SP -4 Connect 10" PVC to ex. 9" clay pipe IS 1 790.00 1 790.00 0503.603 Improved pipe foundation per 6" depth increment LF 500 2.60 2,183 5,675.80 0503.602 12" x 4" PVC wye EA 18 125.00 8 1,000.00 0503.602 10" x 4" PVC wye EA 2 125.00 1 125.00 0503.511 4" PVC SDR -26 LF 150 28.50 59 1,681.50 SP -5 Provide water service to existing fountain LS 1 1,265.00 1 1 ?hS Otl Total Part 2 - Sanitary Sewer Nonparticipating $56,560.15 Change Order No. 1 - Participating 2521.501 4" Concrete sidewalk SF 4,000 1.60 4,000 — 4400-m — Total Change Order No. 1 $6,400.00 Total Part 1 - 49th Avenue North Participating 222,109.57 Total Part 2 - Sanitary Sewer Nonparticipating 56,560.15 Change Order No. 1 - Participating 6 40 -M Total Work Completed to Date $285,069.72 34126.RFP RP -3 PROJECT PAYME S"I'A i'US Owner City of New Hope Project 49th Avenue North Utility & Street Improvements Project No. 470 Pile No. 34126 Contractor $ 123,891.64 CHANGE ORDER No. Date Amount 1 11 -11 -91 4" concrete walk $6,400.00 2 3 Total Change Orders - Add $ 6,400.00 PAYMENT SUMM No. Period Payment Retainage Completed 1 Start 8 -3 -91 $ 123,891.64 $6,520.61 $130,412.25 2 8 -3 -91 10 -1 -91 61,837.04 9,775.19 195,503.87 3 10 -1 -91 11 -11 -91 96,312.54 1,000.00 283,041.22 4 11 -11 -91 12 -12 -91 2,028.50 1,000.00 285,069.72 5 12 -12 -91 7 -31 -92 1,000.00 0.00 285,069.72 6 7 8 9 10 Total Payment to Date $285,069.72 Original Contract $264,902.35 Retainage, Payment No. 5 & Final 0.00 Change Orders 6 Total Value Completed $285,069.72 Revised Contract $271,302.35 34126.RPP RP -4 Form Minnesota Department of Revenue IC -134 Rev. 9189 W ithholding A ffidavit for Contractors This affidavit must be approved by the Minnesota Department of Revenue before the State of Minnesota or any of its subdivi can make final payment to contractors. Company name Address GMH ASPHALT CORP, 9180 LAKETOWN RD. City State Zip Code CHASKA, MN 55318 Minnesota to number Month /year work began Month /year work ended Telephone number (612) 442 -5288 Did you have employees work on this project? If none, explain who did the work: YES Pr number: Project location: Pro owner Address 211 �Sthd�s ?rust ra 49TH AVE. N. nir —r -r rtnnr N. Check the box that describes your involvement in the project and fill in all information requested in that category: ❑ Sole contractor ❑ Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: (� Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.) Business name Address Owner /Officer \ FERRIS SOD FARMS, INC. 20245 BLAINE AVE., FARMINGTON, MN 55024 MS. THOMPSON SCHMIDT CURB C O., INC. 21504 AHLSTROM AVE., ROGERS, MN 55374 TOM SCH AAA STRIPIN SERVICE CO., BOX 223, MA GR OVE, MN 55 369 MS. SCHN EIDER B & D UNDERGOUND, INC. 1351 COUNTY RD. 83, MAPLE PLAINE, MN 55359 BOB FROVARP j I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form, to theprime contractor it I am a subcontractor, and to any subcontractors_it I am a prime contractor, and to the contracting agency_ _ Contracto ' si nature Date For certification, mail to: Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions. Signature of a zed Depanmont of Revenue o!lici Date SET 14- �' .Z V Total contract amount: Amount still due: IC-134 Minnesota Depatiment at novpnue ne W ithholding Affidavit for Contr TMs affidavit must be nrproved by the Wtinbsola Doprntmont of Revenue before 1114 State of Mhlrto9ota or any of its gubdivisionrl can make final payment to contractors. terry*» _ FERRIS SOD FARM INC. A,4*u 20245 BLAINE AVENUE c*r sfsla zl coda FARMINGTON MN 55024 I041*M"o rmtw ( 612 ) 460 -6555 Did you have) bmpioyee§ Worts on this proi0ct? It none, #Xpfalrt Who did the Worts: YES N OV , 12 199 Orit r//!1/ v."k hoQroS .. Oc tober 19 91 MoMNyear wok •rxlMf -�._ _ _ - -- . -_ -_.. _ Octobe 1991 Iola) toMUd $5,84 Amount sill drM: -- - $5,8 rct num txrr: 4 7 0 let IocaBon: _ 4 9th Ave N rct. nor: C i E - - o mew - - Il o pe Adft 91:11 Ave N ew (lope, MN CheroAr thi hot that do odo' a year fit VOlv>em011t In thtl prrJsct an fill it ell lnfoh»ratlan 1 h igtl a9lod /it thtl rntagroIY: tj %to bonlirhmbt El _— - - - - -.. - - -- -- __ - - -- 5U cohlteclot H you Idr6 A t;ubcontractot, till in ilia name arid nddtonq of the conitactor that hired you: GMH ASPHALT 17018 SADDLEWOOD TRAIL MINNETONKA, MN 55345 El thnti bbhtt>xblet �ttbcohttdctad out tiny Work on this project, pit of your subcontractors must file tl,ntr own toA34 offidavlls and hav6 thdrn cettllled by 1110 Dopartm0nt of liev0nue befottt you cnn file your affidavit. P& Bach subcontractor ydu had, 1111 In the business Information below, arid 0itnch n ollpy of each 6ubcontraclor'a cdrtNlbd IC-M34. (If you need more space, tittach a srtpArat0 0100t.) busirteal Addraa -- UWnerlOfticer are tliet an Inkxmatlon helve filled h1 on this a true ar>d oom le w tiro boat of my knowledge end ballet. I aud�ori�e the Department of hevenue fo discb�a pertinent intrxmedon Mledng kr tide hrMr+n, hlcArding eending coplea of ddt torte, b d PrInIf contractor M I am A ftubountrw and to Tiny /ubow ltracfortl it I mn ,pima contra wnd to the oontrac e9ancy. t vra hoe w - rat certification, mail to: - Mintiosota Department bi 116venue, I3uslrr0ss Must Tax Section R 7` Mail Station 800, at. ('Aui, MN 55146 6t3tt) a�• Cbrlflicxtll ai Compfiance wnh Minnboots Income Tex Withholding La i"I used on tecbtds of iho Minnnoi># bepartment of i3ovenub, I certify that the contractor who has sa g k 4 � 1 fulfilled 89 1116 f0quir6mont9 of Minn�soto Staluies 290,J2 and 29D.97 concerning the withholding of `iso1 ticom tax irarn *0909 pa td btnplOY60 totaling to t ont ract services with the stale of Minnesota and/or its 60b M91ons. 7349 611 t Form Minnesota Department of Revenue Re 980 Withholding ffi a i for Contractors This affidavit must be approved by the Minnesota Department of Revenue before the State of Minnesota or any of its subdivision can ma f inal payment to contracto Company name Minnesota to number Schmidt Curb Company, Inc. 3605361 Address 21 504 Ahl Strom Ave. MoNV"ar work began Rogers, MN 55374 8/91 city state zip Code Mont"ar work ended 10/91 Total contract amount: ___ 3 3,527.60 Telephone number Amount still due: ( 612 ) 428 -2381 9 Did you have employees work on this project? Yes. Project number: MSAP 182 - 107 -05 If none, explain who did the work: Project location: 49 th Ave. North Project owner. U - 1 y o Address Check the box that describes your Involvement In the project and fill In all Information requested In that cstegory. ❑ Sole contractor Cj Subcontractor if you are a subcontractor, fill in the name and address of the contractor that hired you: GMH ASPHALT CORPORATIO 17018 Saddlewood Trail Minnetonka, MN 55345 ❑ Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.) Business name Address Owner /Officer I declare that all information 1 have filled In on this form Is true and complete to the best of my knowledge and belief 1 authorize the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form, to the prime contractor if 1 amp subcontractor, and to any subcontractors it i am a prime contractor, and to the contracting aaencv. . Vice - President 11 -15 -91 For certification, mail to: Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota Income tax from wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions. Signature of authorized Department of Revenue official Date At O&L t) n m:0 Form 1034 v. Company name AAA STRIPING WessBOX 223 MAPLE GROVE City SERVICE CO. MN 55369 State Minnesota ID number 62900 Month /year work began 10/91 Zip Code Month/year work ended 10/91 Total contract amount: $1,860.65 Telephone number Amount still due: 612 )424 -2259 1,860.65 Did you have employees work on this project? Yes Project number: MSAP 182-107-05 If none, explain who did the work: Project location: 49th Avenue North New Hope Address Check the box that describes your involvement in the project and fill in all information requested in that category: ❑ Sole'contractor Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: GMH Asphalt Corp — 17018 Saddlewood Trail — Minnetonka MN 55345 ❑ Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.) Business name Address Owner /Officer 11 111 ON 04 i I I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form, to the prime contractor if I am a subcontractor, and to any subcontractors if I am a prime contractor, and to the contracting agency. Office Manager 12102191 For certification, mail to: MinnEsota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions. Minnesota Department of Revenue Withholding i This affidavit must be approved by the Minnesota Department of Revenue before the State of Minnesota or any of its subdivisio can make final payment to cont Signature of auth Department of Revenue official Date Syr w. EEG 0 mm B & D Underground, Inc. 1351 County Road 83 swo Maple Plain, MN 3351152 f mWev"Or Waft 1110111- 08/91 Zip Code wOM orWW 55359 09/91 I Total aw&W srr ouN: 82169.50 T nuffoar Mrrmae #due (612 )479 -3943 11537.00 Did you have employees work on this project? yes Project number: 470 If none, explain who did the worts: j Project location: 49t Ave. North, New Hope Project owner: City o f New Hope 40!.+ -ess 4401 Xylon Ave N. M_nneanolis, MN 55428 Check the box that describes your Involvement In the project and fill In all information requested In that category: ❑ Sole contractor 2 Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: GMH Asphalt Corp, 17018 Saddlewood Trail, Minnetonka, MN 55345 ❑ Prime Contractor If you subcontracted out any worts on this project, all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC-134. (if you need more space, attach a separate sheet.) Business name Address Owner/Officer I declare that all information 1 have filled in on this form is true and compote to Me hest or my knowledge and belief. 1 authorize the Department of Revenue to disclose pertinent informatwn to this psolect. Ong sendng copies of ttxs torte, to the pnme contractor d 1 am a subcontractor and to any sc,bcorwacrs d I am a prime contractor. and to the cwWacting agency. corers spnatue roe Dow President For certification, mail to: Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax VAthholdiny law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from = ages paid to e r to contract services w i t h t h e s t a t e o f Minnes a n d / o r it s ubdivisions. of suo+auod D"Unmom of ftovony,o ort w — -- Date 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531 -5100 FAX (612) 531 -5174 October 1, 1992 GMH Asphalt Corp 17018 Saddlewood Trail Minnetonka, MN 55345 Subject: Final Pay Request At its meeting of September 28, 1992, the New Hope City Council approved the final pay request in the amount of $1,000 to your company for project no. 470. Enclosed is a fully executed copy of the "Request for Payment ". A check is being processed and will be mailed shortly. Sin erely, Valerie Leone, CMC City Clerk cc: City Engineer Family Styled City For Family Living COUNCIL r # • Kirk McDonald Item No. BY: Management Assistant BY: 6.11 MOTION APPROVING FINAL PAY REQUEST TO C.S.MCCROSSAN FOR 1991 STREET IMPROVEMENT PROJECT NO. 470 (LOCAL STREETS) IN THE AMOUNT OF $5,000.00 This is the 7th and final pay request from C.S.McCrossan for the local street portion of the 1991 Street Improvement Project No. 470 in the amount of $5,000.00. The contract was awarded in July of 1991, for a total of $1,153,690.60. Two change orders were approved for watermain, sanitary and storm sewer repairs, which increased the total contract amount to $1,211,213.18. The City Engineer indicates that the final contract amount is $1,219,553.24, which is 0.7% over the revised contract amount due to minor differences between estimated quantities bid and actual quantities used. The Engineer reports that all the work on this project has been satisfactorily completed and recommends final payment in the amount of $5,000.00. Staff recommends approval of a motion approving the 7th and final pay request to C.S. McCrossan for the local street portion of the 1991 Street Improvement Project No. 470 in the amount of $5,000.00. Ho Originating Department Approved for Agenda Agenda Section City Manager I I Consent RIA Review: Administration: Finance: January 29, 1993 City of New Hope 4401 Xylon Av N New Hope, MN 55428 Howard A. Sanford, P.E. Keith A. Gordon, P.E. Robert R. Pfefferle, P.E. Richard W. Foster, P.E. David O. LDskota, FE, Robert C. Russek, A.I.A. Jerry A. Bourdon, P.E. Mark A. Hanson, PE. Michael T Rautmann, P.E. Ted K. Field, P.E. Thomas R. Anderson, A.I.A. Donald C. Burgardt, P.E. Thomas E. Angus, RE. Ismael Martinez, P.E. Attn: Mr. Larry Watts Finance Director Re: 1991 Storm Sewer & Street Improvements City Project No. 470 File No. 34117 Dear Larry: Michael P. Rau, P.E. Agnes M. Ring, A.I.C.P. Thomas W. Peterson, P.E. Michael C. Lynch, P.E. James R. Maland, P.E. Jerry D. Pertzsch, P.E. Kenneth P. Anderson, P.E. Mark R. Rolfs, P.E. Mark A. Seip, PE. Gary W. Morien, PE. Daniel J. Edgerton, P.E. Daryl K. Kirschenman, P.E. Philip J. Caswell, P.E. Mark D. Mills, P.E. Miles B. Jensen, P.E. L. Phillip Gravel III, PE. Karen L. Wiemeri, P.E. Gary D. Kristofitz, P.E. F Todd Foster, PE, Keith R. Yapp, P.E. Shawn D. Gustafson, P.E. Cedlio Olivier, P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson James F. Engelhardt Transmitted herewith are three (3) copies of Request for Payment No. 7 & Final along with the required signed Minnesota Withholding Form IC -134 for the above mentioned project. The work on this project has been satisfactorily completed and we recommend payment at this time. The final amount is approximately 0.7% over the revised contract amount due to minor differences between estimated quantities bid and actual quantities used. Should you have any questions regarding this project, please feel free to call. Yours very truly, 4 BOSTROO, ROSENE, Mark A. Hanson MAH:pah:enc 34117.COR ANDERLIK & ASSOCIATES, INC. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612- 636 -4600 Otto G. Bonesboo, P.E. ®nG p stroo JA Robert W Ander Joseph C. P.E. R®sen Marvin L. S P.E. CO 7 Richard E. Turner, PE. AI'li�el lik & Glenn R. Noyes, Thomass E. Ass ociates Susan M. berli C. PE. Susan M. Ebedin, C.PA. *Senior Consultant Engineers & Architects January 29, 1993 City of New Hope 4401 Xylon Av N New Hope, MN 55428 Howard A. Sanford, P.E. Keith A. Gordon, P.E. Robert R. Pfefferle, P.E. Richard W. Foster, P.E. David O. LDskota, FE, Robert C. Russek, A.I.A. Jerry A. Bourdon, P.E. Mark A. Hanson, PE. Michael T Rautmann, P.E. Ted K. Field, P.E. Thomas R. Anderson, A.I.A. Donald C. Burgardt, P.E. Thomas E. Angus, RE. Ismael Martinez, P.E. Attn: Mr. Larry Watts Finance Director Re: 1991 Storm Sewer & Street Improvements City Project No. 470 File No. 34117 Dear Larry: Michael P. Rau, P.E. Agnes M. Ring, A.I.C.P. Thomas W. Peterson, P.E. Michael C. Lynch, P.E. James R. Maland, P.E. Jerry D. Pertzsch, P.E. Kenneth P. Anderson, P.E. Mark R. Rolfs, P.E. Mark A. Seip, PE. Gary W. Morien, PE. Daniel J. Edgerton, P.E. Daryl K. Kirschenman, P.E. Philip J. Caswell, P.E. Mark D. Mills, P.E. Miles B. Jensen, P.E. L. Phillip Gravel III, PE. Karen L. Wiemeri, P.E. Gary D. Kristofitz, P.E. F Todd Foster, PE, Keith R. Yapp, P.E. Shawn D. Gustafson, P.E. Cedlio Olivier, P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson James F. Engelhardt Transmitted herewith are three (3) copies of Request for Payment No. 7 & Final along with the required signed Minnesota Withholding Form IC -134 for the above mentioned project. The work on this project has been satisfactorily completed and we recommend payment at this time. The final amount is approximately 0.7% over the revised contract amount due to minor differences between estimated quantities bid and actual quantities used. Should you have any questions regarding this project, please feel free to call. Yours very truly, 4 BOSTROO, ROSENE, Mark A. Hanson MAH:pah:enc 34117.COR ANDERLIK & ASSOCIATES, INC. 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612- 636 -4600 a Form ti t�1�3 M Minnesota Department of Revenue Withholding Ai vi r c ors This affidavit must be approved by the Minnesota Department of Revenue before the State of Wmnesota or any of its subdvi can make final oavmen to contractors. wapany rawm M Mmnaota L7 nuWtw _.. C.S. McCrossan, Inc. 4759194 >warat rw cork b+Gm 6/91 Addraa 7865 Jefferson Highway CKY S1ala ZIP rood* W"do w work ended Maple Grove MN 55369 -0010 10/91 Taal owumat smowrc: $1,253,690.60 T m "t (612 ) 425 -4167 Amwnt am OW: $24,391.06 Did you have employees work on this pried? project number. If none, explain who dd the work: Project location: New Hope Project Owner. City of New Hope yes Address . 4401 Xylon Ave New Hone, MN � N 4�8 Check the box that describes your Involvement In the project and All In all Information requested In that category. D Sole contractor 0 Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: Prime Contractor K you subcontracted out any work on this project. all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified I0-134. (if you need more space, attach a separate sheet.) Business name Address Owner/Officer Curb Masters, Inc. 10159 101st St. N. Randall Collins Ray Jordan & Sons 1985 105th Ave. N.E. Cheryl A Hegguist I dedare that 24 information 1 have filled in on this form is Inn and complete to the best of my knowiedge and belief. I authorue the Department of Revenue to disclose pertinent information reiatinp to this project, in ludutg somfing copies of this form. to the prime contractor if I am a subcontractor. and to any subcontractors If I am a prime convactor. and b the contractirw aoencv. o s e ph Mc c ro s s an For certification. mail to: Minnesota Department of Revenue. Business Trust Tax Section Mail Station 661o. St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to co ntr a ct services with the state of Minnesota and/or its s sip MUM d aaudw ited D"wMwrs of Hevenw anicw 0010 Form Minnesota Depa rtment of Revenue Withholding % avi fo Cont This affidavit must be approved by the Wnnesota Department of Revenue before the State of Minnesota or any of its subdivisions can make final payment to c5ontrarxors. coff'p" nam Mrwwula ® nv t>w Curb Masters, Inc. ,2, z o 1 10159 101st: Street North tr� city star ZpCO" ,,,1� Stillwater MN 55082 Tow =%Tact arno= 7 3 C 36 1 TeIraQlnrw n�xrrbw A+so�xK gm dw: t ) 653 -9866 jl- Did you have employees work on this project? Project number. 470 If none, expisin vvfto cid it* worst: project ioc on N ew Hope — �— `' Projeaawrer. City of New Ho e Address Xylon Ave.N. u,,,,o 'KM SSI,7R Check the box that describes your Involvement In the project and fill In an Information requested In that category. ❑ Sole contractor B Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: C.S. McCrossan, Inc. 7865 Jefferson Highway, Maple Grove, MN 55369 ❑ Prime Contractor K you subcontracted out any worst on this project, all of your subcontractors must file their own IC-134 affidavits and have them certified by the Department of Revenue before you can fife your affidavit For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet) Business name Address Owner/Officer I declare that all hfornuition I have filled in on this loan Is true and complete sa the best of my knawledge and belief. I auttwriza ttie Departrnent of Revenue to disclose pertinent inlormatton relating to this project, Ywiu inn sending copes of if is tam. ID the or'vne convwwr it I am a suboanV*=. and to anv subcontractors It I am a grime contractor, and to the connc*V agency. z lay r For certification. mail to: Minnesota Department of Revenue, Business Trust Tau Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. Form -� Minnesota Department Of Revenue Withholding i vi t for Co ntractors _ -- D EC 3 0 This affidavit must be approved by the fAnnesota Department of Revenue before the State of tv mnesota or any of its subdivisions can make final payment to contractors. ca "M neon Uhn9 "D MX;; r Ray Jordan & Sons 08423280 Ad4w ►mawYywv wok b*W 1985 105th Ave. N.E. - August 1991 cry sure Zip code mraatvy*W "Got wow Minneapolis MN. 55434 October 1991 'row ourarect Wnwa C $20,602.00 Teleph" nurts»r Amount stp dw. ( 612 ) 786 -2350 - $ 3,179.23 Did you have employees work on thins project? Project number. 47 0 If none, explain who did the work project ioc on: New Hope Yes Project owner City of ew Hope Address 4401 Xylon Ave. N. New HODe, MN 55428 Check the box that describes your Involvement In the project and fUl In all Information requested In that category: ❑ Sole contractor U Subcontractor ff you are a subcontractor, fill in the name and address of the contractor that hired you: C.S. McCrossan, Inc. 7865 Jefferson Highway, Maple Grove MN 55369 ❑ Prime Contractor ff you subcontracted out any work on this project, all of your sutcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified I0-134. (if you need more space, attach a separate sheet.) Business name Address Owner/Officer I declare dw all infomsaoon i have tilled in on this form is true and conViete to rte best of m o y knowledge and belief. 1 auttwim Ow Depw rnent of Revenue to disclose pertinent infortnaoon reiawV io this project, irrtud'np sending copies of this form, b the wirne contracmt d i am a subcontractor, and to subcontracaors If i am a prime contractor, and to the con Z; o spnswre '-"""" [awe n l i &ifir: De partment of Revenue, Business Trust Tax Section Mail Station 661 St. Paul. MN 55146-6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue. I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. le 8onestroo J/ Rosene Owner City of New I lope, 4401 Xylon Av N, New I lope, MN 55428 Date January 22, 1993 t - 1 �1 Associa For Period March 4, 1992 to January 22, 1993 Request No. 7 & Final F. i MCbI[Cttt SL Pa n u SL A Co ntractor C.S. McCrossan, 7865 Jefferson Hwy, Maple Grove, MN 55369 REQUEST FOR PAYMENT 1991 Storm Sewer & Street Improvements Project No. 470 File No. 34117 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 9 Sub-Total 10 Less Amount Paid Previously 11 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. Approved by Contractor: C.S. MCCROSSAN CONSTRUCTION CO. Specified Contract Completion Date: $ 57,522.58 7 & Final $ 1,153,690.60 $ 1,211,213.18 $ 1,219,553.24 $ 0.00 $ 1,219,553.24 $ 0.00 $ 1,219,55324 $ 1,214,553.24 $ 5,000.00 Approved by Owner: CITY OF NEW HOPE, MN .. Date: 34117.RFP No. Item Contract Unit Quantity Amount Unit Quantity Price To Date To Date Part A - Street Reconstruction 1 Remove exist. bituminous pavement SY 32,500 1.77 32,7 ?2 57,917.94 2 Remove existing concrete pavement SY 400 6.00 20 120.00 3 Remove exist. cone. curb & gutter LF 23,290 1.90 24,867 47,247.30 4 Mill bituminous surface SY 97,150 0.83 38,211 31,715.13 5 Bit. mixture for patch (2" thick) SY 32,500 2.95 38,561 113,754.95 6 Class 5 100% crushed aggregate base (including excavation) TN 3,000 8.95 2,919.65 26,130.87 7 Type 31 bituminous binder course for leveling TN 500 12.90 64 825.60 8 Type 41 bituminous wear course TN 13,850 12.30 13,687.82 168,360.19 9 Bituminous material for mixture TN 850 115.00 796.06 91,54690 10 Bituminous material for tack coat GL 6,300 0.95 7,300 6,935.00 11 Concrete curb and gutter LF 23,290 8.40 23,709 199,155.60 12 Concrete valley gutter SY 30 2835 25 708.75 13 Adjust gate valve and box EA 74 95.00 86 8,170.00 14 Adjust M11 frame and casting EA 147 150.00 151 22,650.00 15 Remove existing bituminous pavement from manhole cover & frame EA 130 25.00 86 2,150.00 16 8" PVC, SDR 35 w/bedding in place LF 275 15.00 265 3,975.00 17 8" PVC cleanout & connection to ex.PVC LS 1 500.00 1 500.00 18 Subgrade excavation CY 50 8.00 82.8 662.40 19 Select backfill CY 50 10.00 82.8 828.00 20 Sod with 3" topsoil borrow SY 7,000 2.73 12,240 33,415.20 21 4" PE perforated drain pipe LF 2,375 5.65 2,615 14,774.75 22 Connect PE drain pipe to ex. struct. EA 8 100.00 15 LSDD -OIL,_ Total Part A - Street Reconstruction $833,043.57 Part B - Driveway Reconstruction 23 Remove concrete curb and gutter LF 700 1.90 2,684 5,099.60 24 Remove bit, driveway pavement SY 850 2.00 1,713 3,426.00 25 Remove cone. driveway pavement SY 1,200 8.00 1,130.5 9,044.00 26 Saw cut concrete driveway LF 60 4.00 677 2,708.00 27 Concrete curb and gutter at driveway LF 700 8.40 2,684 22,545.60 28 Class 5 100 % crushed aggregate base for driveway (including excavation) TN 200 15.00 602.25 9,033.75 34117. RFP RP -1 No. Item Contract Unit Quantity Amount Unit Quantity Price To Date 7o Datc 29 3" thick wearing course for driveway SY 850 7.50 1,961.7 14,712.75 30 6" thick concrete driveway pavement w /66x1010 mesh SY 120 23.65 1,432.16 33. Total Part B - Driveway Reconstruction $100,440.28 Part C - Storm Sewer 31 Remove bituminous surface SY 5,800 3.00 3,354 10,062.00 32 Common excavation (P) CY 770 6.00 770 4,620.00 33 15" RCP, Cl. 5 w/beddiug in place LF 3,400 20.00 3,406.3 68,126.00 34 12" RCP, Cl. 5 w/bedding in place LF 814 19.00 710 13,490.00 35 4" PE perforated pipe drain LF 490 5.65 350 1,977.50 36 Std. MH w /cstg.(Plates 1 -8, 1 -9 or 1 -10) EA 13 1,100.00 13 14,300.00 37 Std. CBMH w /cstg.(Plates 1 -15 or 1 -16) EA 5 1,000.00 3 3,000.00 38 Std. CB w /cstg. (Plate 1 -18) EA 2 900.00 2 1,800.00 39 Std. CB w /cstg. (Plate 1 -19) EA 25 650.00 24 15,600.00 40 Adjust (reset) existing CB EA 12 150.00 28 4,200.00 41 Reconstruct existing MH or CB EA 2 500.00 42 CB cstg. (R -3067V or R3250 -1) EA 2 350.00 43 15" I2CP flared end w /trash guard EA 3 525.00 2 1,050.00 44 Connect 4" draintile to ex. structure EA 2 100.00 2 200.00 45 Connect storm sewer to exist. structure EA 7 150.00 9 1,350.00 46 Salvage & reinstall existing barricade on 46th Ave. LS 1 200.00 1 200.00 47 Remove concrete curb & gutter LF 1,110 1.90 48 Riprap, Cl. Il, w /geotextile fabric CY 14 40.00 14 560.00 49 Rock stabilisation below pipe LF 1,000 2.00 835 1,670.00 50 Seed w /mulch & fertilizer AC 1.2 4,305.00 0.9 3,874.50 51 Sod w /3" topsoil borrow SY 570 2.73 570 1,556.10 52 Concrete curb and gutter LF 1,027 6.85 1,213 8,309.05 53 Salvage & reshape exist. aggregate (6" thick) on 40th Ave. N. SY 1,210 1.00 868 868.00 54 Cl. 5 100 %n crushed aggregate base (including excavation) TN 1,800 8.95 1,383 12,377.85 55 Type 31 bituminous base course TN 510 28.00 251 7,028.00 56 Type 41 bituminous wear course TN 160 32.00 113.38 4,588.16 57 Bituminous material for mixture TN 57 115.00 20.86 2,398.90 34117.RFP RP -2 No. Item Contract Unit Quantity Amount Unit Quantity Price To Date TO Date 58 Bituminous material for tack coat GL 300 0.95 300 285.00 Total Part C - Storm Sewer $183,491.06 Part D - WM & Sanitary Sewer Specials 59 Construct san. MH J5A on 48th Ave. N. LS 1 2,415.00 1 2,415.00 60 Wet tap & hydrant instal. on 48th Ave.N. LS 1 2,500.00 1 2,500.00 61 24" gate valve replacement at Winnetka and Bass Lake Road LS 1 9,890.00 1 9,890.00 62 Patch & restoration at Winnetka and Bass Lake Road LS 1 2,700.00 1 2,700.00 63 8" GV install. at Boone & Bass Lk.Rd. IS 1 1,525.00 1 1,525.00 64 Patch & restoration at Boone and Bass Lake Road LS 1 2,625.00 1 2,625 04_ Total Part D - Water Main & Sanitary Sewer Specials $21,655.00 Part E - Sanitary Sewer on Flag Avenue 65 Remove existing bit. surface SY 1,867 3.00 933 2.799.00 66 Salvage & reshape ex. agg. (6" thick) SY 1,867 1.00 929 929.00 67 Remove existing 9" VCP LF 291 1.00 291 294.00 68 10" PVC SDR 35 LF 278 21.00 278 5,838.00 69 Improved pipe fnd. per 6" depth incr. LF 200 1.00 556 556.00 70 Construct Sanitary Ml-I -N73A LS 1 2,000.00 1 2,000.00 71 Connect 10" PVC to ex. MH EA 2 200.00 2 400.00 72 10X4 PCA wye EA 3 60.00 3 180.00 73 Connect to ex. CIP service EA 3 250.00 3 750.00 74 Cl. 5, 100% crushed agg. w /excavation TN 120 10.00 97.3 973.00 75 Type 31 bit. base course TN 165 30.00 98.4 2,952.00 76 Type 41 bit. Wear course TN 165 35.00 98.4 3,444.00 77 Bit. material for mixture TN 18 115.00 13 1,495.00 78 Bit. material for tack C:iL 94 0.95 70 _66.50 _ Total Part E - San. Sewer on Flag Ave. $22,673.50 3411.7.RFP RP -3 Contract Unit Quantity Amount No. Item Unit Quantity Price 10 Date To Date Change Order No. 1 Part-1 - 52nd Avenue Water Main 79 Remove existing bituminous pavement SY 1,422 1.77 1,422 2,516.94 80 8" DIP, Class 52 LF 800 20.00 810 16,200.00 81 6" DIP, Class 52 LF 30 35.00 54 1,890.00 82 8" Crate valve with box EA 3 550.00 4 2,200.00 83 Counect to exist. water main or hydrant EA 4 100.00 4 400.00 84 Connect to existing 8" water service EA 1 100.00 1 100.00 85 2" corporation stop EA 1 85.00 3 255.00 86 Connect to existing 2" service EA 1 150.00 3 450.00 87 Fittings LB 870 1.00 1,640 1,640.00 88 Type K, 1" copper water service LF 60 8.00 90 720.00 89 1" corporation stop FA 1 30.00 90 1" curb stop and box EA 1 80.00 91 Class 5 100% crushed aggregate base (including excavation) TON 540 8.95 540 4,833.00 92 'Type 31 bituminous wear course TON 175 28.00 175 4,900.00 93 Bituminous material for mixture TON 10 115.00 10.15 l,lfi72S _ Total Part 1 - 52nd Avenue Water Main $37,272.19 Part 2 - Sanitary Sewer Castings 94 R1642B castings in place EA 14 450.00 9 __4,054.00_.._. Total Part 2 - Sanitary Sewer Castings $4,050.00 Total Part 1 - 52nd Ave Water Main 37,272.19 Total Part 2 - San. Sewer Castings 4JE0_00 Total Change Order No. 1 $41,322.19 Change Order No. 2 Part 1 - Sanitary Sewer 95 Sanitary sewer repairs with restoration LS 1 7,655.00 1 Total Part 1 - Sanitary Sewer $7,655.00 Part 2 - Street Repair - 8116 29th Av 96 Remove existing bitum. pavement SY 93.3 1.77 93.3 165.14 97 Type 41 bituminous wear course Ton 43.58 12.30 43.58 536.03 34117.RFP RP -4 No. Item Contract Unit Quantit Amount Unit Quantity Price To Date To Date 98 Bituminous material for mixture Ton 2.53 115.00 2.53 290.95 99 Bituminous material for tack Cara) 40 0.9.5 40 38.00 100 Concrete curb & gutter LF 47 7.25 47 340.7 Total Part 2 - Street Repair $1,370.88 Part 3 - Relocate Hydrant - 9308 51st Av 101 Relocate hydrant & install gate valve, 35 ft - 6" DIP, 3 ft - 8" DIP, 2 - 8" sleeves, 1 - 6" 90 degree bend, and 1 ft - hydrant extension LS 1 1,729.89 1 1,729.89 102 Labor and equipment LS 1 1,954.88 1 1,954.88 _ Total Part 3 - Relocate Hydrant $3,684,77 Part 4 - Storm Sewer Repair 103 Storm sewer repair - 471h & Independence LS 1 1,500.99 1 1.5 00 -99__ Total Part 4 - Storm Sewer Repair $1,500.99 Part 5 - Drainage Swale 104 Reconstruct drainage Swale with restoration at 47th & Rhode Island LS 1 931.00 1 _ 93L0.0 Total Part 5 - Drainage Swale $931.00 Part 6 - Relocate Hydrant - 52nd Avenue Cul -De -Sac 105 Furnish & install hydrant BA 1 1,270.00 1 1,270.00 106 Remove existing hydrant & plug line EA 1 515.00 1 51 5..011___ Total Part 6 - Relocate Hydrant $1,785.00 Total Part 1 - Sanitary Sewer 7,655.00 Total Part 2 - Street Repair 1,370,88 Total Part 3 - Relocate Hydrant 3,684.77 Total Part 4 - Storm Sewer Repair 1,500.99 Total Part 5 - Drainage Swale 931.00 Total Part 6 - Relocate Hydrant ___1,785 OQ__... —_ Total Change Order No. 2 $16,927.64 34117.RFP 12P -5 Contract Unit Quantity Amount No. Item Unit Quantity Price To Date To Date Total Part A - Street Reconstruction Total Part B - Driveway Reconstruction Total Part C - Storm Sewer Total Part D - Water Main & Sanitary Sewer Specials Total Part E - San. Sewer on Flag Ave. Total Change Order No. 1 "Total Change Order No. 2 Total Work Completed to Date 833,043.57 100,440.28 183,491.06 21,655.00 22,673.50 41,322.19 16,9 27-6 4 $1,219,553.24 34117.RFP RP -6 PROJECT PAYMENT STATUS Owner City of New Hope Project 1991 Storm Sewer & Street Improvements Project No. 470 File No. 34117 Contractor C.S. McCrossan Construction CHANGE ORDER No. Date 1 7 -16 -91 52nd Ave Water Main & Sanitary Sewer Castings 2 11 -8 -91 San. & storm sewer, street repair, drainage swale, reloc. hydrant 3 Total Change Orders - Add PAYMENT SUMMARY No. Period I Start 7 -16 -91 2 7 -16 -91 8 -15 -91 3 8- 1.5 -91 9 -15 -91 4 9 -15 -91 10 -15 -91 5 10 -15 -91 11 -8 -91 6 11 -8 -91 3 -4 -92 7 3 -4 -92 1 -22 -93 8 9 10 Total Payment to Date Retainage, Payment No. Total Value Completed 34117.RFP Payment $172,578.22 268,300.92 328,376.88 318,351.57 107,55459 19,391.06 5,000.00 $1,219,553.24 7 & Final 0. 00 $1,219,553.24 RP -7 Retainage $9,083.06 23,204.17 40,487.16 57,242.50 24,391.06 5,000.00 0.00 Original Contract Change Orders Revised Contract Amount $40,594.94 $16,927.64 $57,522.50 Completed $181,661.28 464,083.31 809,743.18 1,144,850.09 1,219,553.24 1,219,553.24 1,219,553.24 $1,153,690.60 57,522. $1,211,213.18 N r COUNCIL a[Q M • The property owner of 4089 Decatur has requested deferral of special assessment project 470 (1991 street project). It appears the homeowner meets the criteria and part of the application process requires application approval by the local jurisdiction. Staff recommends approval. MOTION BY LL4 4 SECOND BY LA TO: d 4ar 4 LL Review: Administration: Finance: :':If >-.. . ...... -.. -v .-. —w - rtV niLM It lVtr rVn VGr=nnA6. OF SPECIAL ASSESSMENTS M.S. 435.193 State of Minnesota County of Hennepin APPLICANT Submit 4 notarized copies of this application DATE to your municipality or taxing district. 3/ 31/93 PRINT OR TYPE NAME HERE PROPERTY I.D. NUMBERS I, the undersigned, declare That I That I n 65 years of age reside at 4089 DECATUR AVE N and that the date of my birth is That I am the owner of the property legally described as: (Give legal description) That I am retired because of EM Abstract O Torrens X permanent and total disability LOT 10, BLOCK 3 BARRETT'S TERRACE t_J Additional Sheet Attached That my interest in the ownership of the above property was acquired on l- 76 and is as follows: rM SOLE OWNERSHIP Q OTHER UN IDED INTEREST— Specify =JOINT TENANCY — HELD WITH That on January 2, 19 93 or June 1, 19 , 1 owned and occupied the above property as my homestead and that such occupancy began on 19 That the assessment charges duly adopted by ordinance which have been allocated against the subject property would create undue personal hard- ship on my behalf and I respectfully request that payment be delayed and that such taxes be deferred, APPLICANT: Complete unshaded areas — For assistance contact your municipal clerk. Date of First Total Amt. Remaining Amt. Interest Rate Levy No. Annual Payment of Levy of Levy of Levy 12465 1993 1 2,066.91 1,860.22 8%� Notorial Stamp or Seal STATE OF MINNES?SN� Count of II11ttIY(rVtt The foregoing instrument was acknowledged before me this BETH R. BEYE day of yZ 19 By 1 �'f ?C lk',j {ai NO7AF: FJBUC MINNESOTA (Applicant) HEN04EPIN COUNf}; pf1 attire of No r C ti I certify the above to be true and correct. My commission expires 7- Y3 - Public, l- County, Minn (Signature of Applicant) esota My commission expires 1 / �l J , 1 , - ?;r --7 c y AUTHORIZATION 1, Clerk of the of in Hennepin County, State of Minnesota, do hereby certify that this application has been duly reviewed and that in accordance with the minutes of official record in said cham- bers was duly = APPROVED = DENIED as of 19_. (Seal) That in accordance with approval granted, that the taxes on the affiants subject property levied for collection as described should be so defer- red in the TOTAL AMOUNT OF $ and compounded at the additional interest rate of —% until such time as it is deemed the appli- cant no longer qualifies or the property loses its eligibility. Clerk or Date of Approval Authorized Deputy ORDER OF DEFERRAL I REGISTER OF DEEDS I certify that I have reviewed this application and that it has been duly approved and that assessment charges levied for special assessments under the subject ordi- nance have been officially deferred as stipulated by the above subdivision and re- corded in the Register of Deeds office in this county as noted, and it is so ordered. DATE OF ORDER COUNTY AUDITOR ORDER OF TERMINATION The above order terminated this day of 19_ REASON: DATE OF TERMINATION COUNTY AUDITOR 1.60 special Assessment Deferral Pursuant to Minn. Stat. 99435.193 through 435.195 senior citizens and retired disabled homeowners may defer special assessments levied against single or two - family residential property if the criteria set forth in § §1.61 through 1.613 of this Code are met by the applicant. 1.61 Eligibility Any person 65 years of age or older or totally and permanently disabled as determined by the Social Security Administration may defer special assessments levied against real property for public improvements if the following conditions are met: 1.611 Ownership The applicant must be the fee simple owner of the property or must be a contract vendee for fee simple ownership. An applicant must provide either a recorded deed or contract for deed with the application to establish a qualified ownership interest as required herein. 1.612 Homestead The property must be the applicant's principal place of domicile and classified on the City's and County's real estate tax rolls as the applicant's homestead. (Ord. 91 -12) 1.613 Net Income The applicant's net income and net income of all other joint tenants, tenants in common or contract vendees in title to the property may not exceed $20,400.00 during the preceding year from the assessment levy. Net income determination shall be made under a formula as set forth on a form provided by the City. (Ord. 91 -12, 91 -13, 92 -11) 1.62 Interest on Deferred Assessment All deferred special assessments shall be subject to and charged simple interest at the prevailing interest rate applicable at the time the assessment was originally levied. Said interest shall be payable upon termination of the deferral status. 1 .63 Termination of Deferral Status Special assessment payments deferred Pursuant to the eligibility requirements set forth by this Code shall become payable effective upon the occurrence of one of the following events: 1.631 Sale of Property The subject property is sold, transferred, subdivided or in any way conveyed to another by the fee owner qualified for deferral status. 1.632 Death of Owner The death of the fee owner qualified for deferral status unless a surviving joint tenant, tenant in common or contract vendee is eligible for the deferral benefit provided hereunder. 1.633 Non - Homestead Property The subject property loses its homestead status for any reason. 1.634 No Hardship The City Council determines that there would be no hardship to require an immediate or partial payment of the deferred special assessment. 1.64 Filing for Deferral Status /Fee An eligible applicant must file an application on or before September 15th of the year preceding the year for which deferral status is requested in order to implement the deferral program for said year. All deferral applications must be made on forms approved by the City and submitted to the New Hope Department of Finance /Administration. The applicant will be charged an administrative filing fee as prescribed in Chapter 14 of this Code for the purpose of processing the application. (Ord. 91 -12) April 7, 1993 Larry Watts Director of Fin ance /Adminstration City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Larry, In your letter, dated March 31, 1993, you requested that I supply your office with a copy of my 1992 Federal Income Tax return. I am 100% disabled and my only source of income is Social Security which is exempt from federal and state income taxes, therefore, I am not required to file any tax returns. I believe that you can contact the socical security administration to verify how much they pay me each month if you have a need for this information. Thank you for your assistance in processing this deferral. Sincerely, Arnold H. Holten Encl. 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 531-5100 FAX (612) 531-5174 March 31, 1993 Mr. Arnold Holten 4089 Decatur Avenue North New Hope, MN 55427 Subject: DEFERRAL OF SPECIAL ASSESSMENTS Dear Mr. Holten: The City has received your application for deferral of special assessments. It appears you are eligible; therefore, enclosed are four copies of "Application and Authorization for Deferral of Special Assessments". Please have your signature notarized on all four forms and return them to me. There are notaries at City Hall who will notarize your forms at no charge. Upon completion we will forward an executed copy for your records. Sincerely, Larry Watts Director of Finance/Administration Enc LW/cj 4> ram5w n o, T1 i I &I MEN P 4 1 '"' " 4401 Xylon Avenue North New Hope, Minnesota 55428 , Phone: 531-5100 FAX (612) 531-5174 April 29, 1993 Ms. Sandra Mavity Department of Property Tax and Public Records Finance Division A607 Government Center Minneapolis, MN 55487 Subject: DEFERRAL OF SPECIAL ASSESSMENT - LEVY NO. 12465 Dear Ms. Mavity: Enclosed are four copies of "Application and Authorization for Deferral of Special Assessments" for Lot 10, Block 3, Barrett's Terrace (Property Identification Number 18-118-21 24 0041). The New Hope City Council approved this deferral at its April 26th Council Meeting. This deferral will begin with the tax year of 1994. Thank you for handling this matter. If anything further is required, please contact me or Cheryl Joens, Special Assessment Clerk. S i cerely, Valerie Leone City Clerk Enc Family Styled City vl�p For Family Living AC 227 (6 -82) APPLICATION AND AUTHORIZATION FOR DEFERRAL OF SPECIAL ASSESSMENTS M.S. 435.193 State of Minnesota County of Hennepin APPLICANT: Submit 4 notarized copies of this application to your municipality or taxing district. R TYPE NAME HERE the undersigned, declare DATE 3/31/93 )PERTY I.D. NUMBERS hat I That I am not less than 65 years of age eside at 4089 DECATUR AVE N and that the date of my birth is hat I am the owner of the property legally described as: (Give legal description) That I am retired because of Abstract Torrens X permanent and total disability LOT 10, BLOCK 3 BARRETT'S TERRACE hat my interest in the ownership of the above property was acquired on - id is as follows: rM SOLE OWNERSHIP Q OTHER L =JOINT TENANCY — HELD WITH t_ ! Additional Sheet Attached _ 19 76 IVIDED INTEREST — Specify - hat on January 2, 19 93 or June 1, 19 , 1 owned and occupied the above property as my homestead and that such occupancy began on 197F . 'hat the assessment charges duly adopted by ordinance which have been allocated against the subject property would create undue personal hard - nip on my behalf and I respectfully request that payment be delayed and that such taxes be deferred. APPLICANT: Complete unshaded areas — For assistance contact your municipal clerk. Levy No. Date of First Total Amt. Remaining Amt. Interest Rate Annual Payment of Levy of Levy of Levy 12465 1993 2 1,860,22 8% 1"1