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Imp. Proj. #298 -LL.-/:;/ o;/~ ".../ . .""", "'" ..~d$::..- "" ~ ;;o~: <:> ,. ... r:/.r~--01--oy ~ ~3-e SNOllV8IdI83dS HOd ^^" ; ~I :>IN M3:CIIS",-SL.6Y , / ,.-' ~~ ( ~' '~ , /"-. ) "':>" """" /./:7ii~;':.~. ~. /' il \. f~ .-/\ 1 ~#/ llJf.---....~ / ~l " ~. ,:7 [g ," \ ,-' ; ~ A j,. /~ \:\ .: i! t--~ Lf--- / I Ajll jl, ! \. \' ---<; 7 .: ! /',. ,.i i I~ ' ..... -'hI ./ l' 1'1\;' -....J. :, j / I. . \, \ '\ '\ '-... ' _Q .,( '" /'1' \ "-- ; .", /1 ,'i"!. '-. "- . " .<". ./ ,; / .I) \\ "c lY'-l ;> ' ~ \ . fi II , " " ).. ,.... \ ~ 1/':- V J /" f., \ \: I .' ,,/ '--. ,. 1YdI8INflW I.-{.~&L.\ ~0 _ '7 I '\ ~ l L, , ," '- 'NNIW '1nVd '18 S~33NIE)N3 E)NIl1nSNOO '8NI 'S3:.LVI80SSV :s' JimI3:GNV /3:N3:S0H JOOH.LSdN08 ADDENDli1:>1 NO.1 1975 SIDEWALK I}~ROVE~ffiNTS NEH HOPE, HINNESOTA PROJECT NO, 298 July 30, 1975 OPENING Tll1E: 10:00 A.M., C.D.S.T, OPENING DATE: Friday, August I, 1975 Addendum No, 1 PROPOSAL: Item No, SP-3 on page 2 of the proposal shall be changed to read as follows and be included as a part of the total bid. Item No, Quantity Unit Item SP-3 216 Lin.ft. Block retaining wall with handrail @ DOLLARS CENTS $ /lin,ft, $ SPECIAL PROVISIONS 12, RETAINING WALLS: The handrails for the block retaining walls and the stair- ways shall have an anodized finish, BONESTROO, ROSENE, Al~DERLIK & ASSOCIATES, INC. 2335 W. Trunk Highway 36 St. Paul, rtinnesota 55113 1975 SIDEHALK INPROVEHENTS PROJECT NO. 298 NEW HOPE, MINNESOTA INDEX Index Advertisement for Bids Proposal Information to'Bidders Special Provisions 2211, Aggregate Base - General Requirements 2331. Plant-Mixed Bituminous Surface - Specific Requirements General Requirements 2341. Plant-Mixed Bituminous Surface - Specific Requirements General Requirements 2521, Concrete Sidewalks - Specific Requirements General Requirements 2531, Concrete Curb & Gutter - Specific Requirements General Requirements 2557, Chain Link Fence & Accessory Items - General Requirements 2575. Turf Establishment - General Requirements General Conditions of the Contract Plate l-ll~ Plate 1-16 Plate L~-l Plate 4-3 Plate ll,-lf Plate 4-5 Plate 4-5A Standard Catchbasin r1anhole Standard Catchbasin Concrete Curb & Gutter Pedestrian Curb Ramp Driveway Section Dry Rubble Retaining Hall Block Retaining Wall with Handrail I hereby certify that this plan and specification was prepared by me or under my direct supervision and that I am a duly Registered Professional Engi- neer under the laws of the State of Minnesota, / .. --7'>)~~:"/ ,',/;,-' Glenn ,-, /:' /) /;.1 .. {: ;-~. ,_~(! -,"h R, Cook Date June 3, 1975 Reg. No, 9451 ADVERTISID'IENT FOR BIDS The City Council of the City of New Hope, Minnesota, will receive bids at the City Hall, 4401 Xylon Avenue North, New Hope, Minnesota, until 10:00 A,M., C,D.S,T, on Friday, Aug. 1, 1975, for the furnishing of all labor, materials and other appurtenances in the connection with the construction of the following: 1975 SIDEVlALK PROGRAH 62ND AVE, NO" ZEALA~~, 47TH AVE. NO, & 54TH AVE. NO, 33,000 Sq,ft, Concrete Sidewalk 100 Lin,ft, E618 Concrete Curb & Gutter 4 Each Pedestrian Ramps 36TH AVE. NO, (MSAP NO. 182-106-03) 25,000 Sq,ft, Concrete Sidewalk 150 Lin,ft, B618 Concrete Curb & Gutter 49TH AVE, NO, (MSAP NO. 182-107-01) 12,700 Sq,ft, Concrete Sidewalk 640 Lin,ft. EG18 Concrete Curb & Gutter 13 Each Pedestrian Ramps 42ND AVE. NO, (MSAP NO, 182-020-3) 13,750 Sq,ft. Concrete Sidewalk 150 Lin,ft, E618 Concrete Curb & Gutter 34 Each Pedestrian Ramps BASS LAKE ROAD (MSAP NO. 182-020-04) 100 Sq,ft, Concrete Sidewalk 50 Lin,ft, E618 Concrete Curb & Gutter 16 Each Pedestrian Ramps BOONE AVENUE (MSAP NO, 182-101-02) 1,000 Sq,ft. Concrete Sidewalk 500 Lin,ft, B61S Concrete Curb & Gutter 106 Each Pedestrian Ramps and correlated appurtenances, 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, and Associates, lne" Consulting Engineers, 2335 W, Trunk High- uay 36, St. Paul, Minnesota 55113, No bids will be considered unless sealed and filed with the Clerk and accompanied by a bidder's bond naming the City of New Hope as obligee, certified check payable to the City 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, A-I The City Council reserves the right to retain the deposit of the three lowest bidders for a period not to exceed 30 days after the date and time set for the opening of bids. No bids may be withdrawn for a period of thirty (30) 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, all of which will be refunded to all bona fide bidders, providing said plans and specifications are returned in good con- dition within fifteen (15) days after the date set for the opening of bids, A bona fide bidder is one who actually signs and submits a bid, No money will be refunded to any person who obtains plans and specifications and does not submit a bid to the ~'mer. The City Council reserves the right to reject any and all bids, to \~aive irregu- larities and informalities therein and further reserves the right to award the contract to the best interests of the City, Harlyn Larson, City Manager City of New Hope, Minnesota A-2 PROPOSAL FOR 1975 SIDEWALK ~~ROVErlliNTS NEW HOPE, MINNESOTA PROJECT NO. 298 OPENING Tlfill: 10:00 A.M., C.D.S.T. OPENli~G DATE: Friday, August 1, 1975 Honorable City Council City of New Hope 4401 Xylon Avenue No, New Hope, Minnesota 55428 Gentlemen: 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 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: PART I - 36TH AVENUE NORTH , M,S.A.P. 182-106-03 ITEM NO. QUANTITY UNIT ITEN 2101,502 10 Tree Clearing @ Seventy DOLLA1~S No CENTS $ 70.00/tree $ 700.00 2101,507 10 T'.c e e Grubbing @ Tvlenty DOLLARS No CENTS $ 20.00/tree $ 200.00 SP-l 5 Tree Remove & Replace existing tree @ T\vo Hundred DOLL.ARS No CENTS $ 200.00/tree $ 1,000.00 21 Ol:, . 501 250 Lin,ft. Remove concrete curb & gutter @ One DOLLARS Twenty-five CENTS -' 1. 25/lin, ft, $ 312.50 y 2l0f".501 50 Lin, ft. Remove & Replace ,lOod fence @ Three DOLLARS No CENTS $ 3.00/lin,ft. $ 150.00 2104,503 75 Sq.ft, Remove concrete s ide,7alk @ No DOLLARS Thirty: CENTS $ 0.30isq.ft, $ 22.50 2116.503 230 Cu.yd, Aggregate backfill (C. V,) ~ T\vo DOLLARS Seventy-five CENTS $ 2.75/cu,yd, $ 632.50 P-l ITEN NO. 2211. 501 Five QUANTITY UNIT ITEH 100 Ton Aggregate base Class 5 for dr i ve\l7ays @ DOLLARS No CENTS $ 5.00 /ton $ 500.00 50 Ton Aggregate base Class 2 for driveHays @ DOLLARS No CENTS $ 6.00/ton $ 300.00 2211.501 Six 2341.518 Twenty-seven 411,508 Three 120 700 Ton Bituminous mixture for street & driveway patching @ DOLLlill.S No CENTS $ 27.00 /ton $ 3.240.00 Sq,ft, Stone retaining Hall @ DOLLARS No CENTS $ 3.00/sq,ft, $ 2.100.00 2521. 501 No 20,600 2521. 501 Sq, ft. q,lI concrete walk @ DOLLARS Ninety-three CENTS $ 0.93/sq,ft, $ 19.1S8.00 One 1,600 Sq.ft. 4" concrete \'Jalk (reinforced v1/66 x 1010 wire mesh) for residential drives @ DOLLARS Fifteen CENTS $ 1.1S/sq,ft, $ 1?840.00 2521. SOl One 600 Sq, ft. 6" concrete \-Jalk (reinforced \'J/66 x 1010 wire mesh) for commercial drives @ DOLLAti.S Twenty-eight CENTS $ 1. 28/ sq, ft. $ 768.00 2531.501 Five 2S75,505 One 250 Lin,ft, Concrete curb & gutter design B618 @ DOLLARS Twenty CENTS $ S.20/lin,ft. $ 1;300.00- 4,500 Sq.yds, Sod @ DOLLARS Twenty CENTS $ 1. 20 / sq , yds , $ 5.400.00 3::) Lin,ft. Concrete s tainJay 4' '/Jide \.J /handr ail & 41 \I ide concrete \'Jallc @ DOLLARS No CENTS $ 90.00/Un.ft, $ 2.700.00 SP-2 Ninety 131>c!.1J.1f1 3~ Seventy-five SP 1 T\170 Hundred Fifty SP-s Two Lin,ft. Block retaining wall w/handrail @ DOLLA..R.S No CENTS $ 75.00 IUn, ft, $ 16.200.00 Each Relocate DOLLARS No hydrant @ CENTS $ 250.00/ each $ 250.00 50 Lin, ft, Sa\'7 concrete sidewalk & driveways @ DOLLARS No CENTS $ 2.00/lin,ft, $ 100.00 5 Each Sa\'J concrete curb & gutter @ DOLL.ARS No CENTS $ 25.00 / each 12S.90 SP-6 T\l7enty-five SP-8 Five Hundred $ 1 Each Concrete Stairway (Sta 19 + 58) @ DOLk\RS No CENTS $ SOO.OO/each SOO.OO $ TOTAL PART I."..,"'."'."." $ P-2 57.498.50 PART II - 49TH AVENUE NORTH, H.S.A.P. 182-107-01 ITEH NO. 2101.502 Seventy 2101. 507 Twenty 210l~,501 One QUANTITY 2 400 UNIT ITEN Tree Clearing @ DOLLARS No 140.00 CENTS $ 70.00/tree $ 2 Tree Grubbing @ DOLLARS No CENTS $ 20.00/tree $ 40.00 Lin.ft. Remove concrete curb & gutter @ DOLLARS Fifty CENTS $ 1.50/1in.ft. $ 600.00 2104.503 No 2105.501 Two 500 670 Sq. ft. Remove concrete s ideHa1k @ DOLLl\RS Thirty _CENTS $ 0.30/sq,ft, $ 150.00 Cu.yds. Common excavation @ DOLLARS No CENTS $ 2.00/cu.yds. $ 1,340.00 2116,503 Two 160 Cu.yds, Aggregate rockfill (C.V.) @ DOLLARS Ninety-five CENTS $ 2.95/cu,yds, $ 472.00 2211. 501 Ttvo 650 Ton Class 5 aggregate base @ DOLLiul.S Seventy-five CENTS $ 2.75/ton $ 1~787.50 50 Tou Class 5 aggregate case for driveHays @ DOLLARS No CENTS $ 5.00lton $ 250.00 13 Ton Bituminous material for mixture @ DOLLARS No CENTS $ 87.00lton $ 1.131.00 320 Ton Base course mixture @ DOLLARS Fifty CENTS $ 6.50lton $ 2.080.00 10 Ton Bituminous material for mixture @ DOLLARS No CENTS $ 87 .oolton $ 871).00 160 Ton Heaving course mixture @ DOLLARS Ten CENTS $ 7.101ton $ 1,1~h 00 50 Ton Bituminous mixture for street & drive'\'Jay patching @ DOLU\RS No CENTS $ 27.00iton $ 1.350.00 2211. 501 Five 2331. 504 Eighty-seven 2331.514 Six 2341. 504 Ei,ghty-seven 23L,l,508 S~veu 2341. 518 Twenty-seven 2501.511 Ten 75 Lin,ft, 15l! CHP to connect existing culverts @ DOLU\RS Twenty-five CENTS $ 10.25/1in,ft. $ 768.75 2503,511 Nine 325 Lin,ft. I2l! R.C.P., R-4, C1 IV, 01-81 deep @ DOLLARS Seventy-five CENTS $ 9.75/Un.ft. $ 3,168.75 P-3 ITEl:,! NO, 2506.509 QUANTITY 1 2506,509 Three Hundred Fifty Three Hundred Fifty UNIT ITEH Each Construct catchbasin w/3246B casting in place (Plate 1-14) @ DOLLARS No CENTS $ 350.00/each $ 350.00 2 Each Construct catchbasin w/2571B casting in place (Plate 1-16) @ DOLLARS N 0 CENTS $ 350.00/ each $ 700.00 2506,511 1 One Hundred Seventy Lin,ft, Reconstruct manhole @ DOLLARS No CENTS $ 170.00/lin.ft, $ 170.00 2506.521 Fifty 2521.501 No 13 , 000 1 Each Install casting (R1774) @ DOLL,lI.RS No CENTS $ 50.00/each $ 50.00 2521. 501 Sq.ft. ~.IJ concrete \'Jalk ~l DOLLARS Ninety-three CENTS $ 0.93/sq.ft, $ 12.090.00 One 350 Sq. ft, 411 concrete ,valle (reinforced \'1166 x 1010 wire mesh) for residential drives @ DOLLARS Twelve CENTS $ 1.12/sq,ft, $ 392.00 2531. 501 Five 1,225 2531. 507 Lin,ft, Concrete curb & gutter design B618 @ DOLLARS Seventy CENTS $ 5.70/lin,ft, $ 6.982.50 Fourteen 280 Sq.yds, 611 concrete drive,vay pavement (reinforced ,-7/66 x 1010 ",ire mesh) @ DOLLARS No CENTS $ 14.00/sq,ft, $ 3,920.00 2575,505 One 3,000 Sq.yds, Sod @ DOLLARS 'nventy CENTS $ 1.20/sq,yds. $ 1,hOO,OO 1 Each Relocate railroad signal @ DOLLARS No CENTS $l,ooo.oo'each $ IppOO.OO sp-4 One Thousand SP-s One 100 Lin. ft. Sa,,) concrete Halk @ DOLLARS Fifty CENTS $ L50/Un.ft, $ ;L50.00 40 Each SaH concrete curb & gutter @ DOLLARS No CENTS $ 10.00 I each Sp-6 Ten $ 400.00 SP -7 1 'nvo Hundred Thirty Each Relocate hydrant @ DOLLARS No CENTS $ 230.00 leach $ 230.00 TOTAL PART II.. .,....,... ,.... $ 45,318.50 p-4 PART III - 42ND AVENUE NORTH, l1.S,A.P. 182-020-03 lTEH NO, 2104,501 One 2104.503 No QUANTITY 430 1,600 UIUT ITEN Lin,ft, Remove concrete curb & gutter @ DOLLARS Fifty CENTS $ 1. 50" lin, ft, $ 645 00 Sq,ft. Remove concrete sidewalk @ DOLLARS Twenty CENTS $ o. 2d sq. ft, $ VO 00 2116,503 Two 145 Cu.yds. Aggregate backfill (C.V.) @ DOLlARS Seventy-five CENTS $ 2.7S Icu,yds, $ 398.75 2341. 518 Twenty-seven 2503,511 Twelve 20 Ton Bituminous mixture for patching @ DOLLARS No CENTS $ 27.001ton $ 540.00 10 Lin.ft. 1811 R.C.P, , R-4, C1 III 0'_8' deep @ DOLLARS No CENTS $ 12.00 I lin, ft , $ 120.00 2521. 501 No 15,000 8q. ft. L," concre te \'Ja1k @ DOLLARS Ninety-three CENTS $ 0.93 Isq.ft, $ 13.950.00 2521.511 No 5,000 Sq. ft. 2" bituminous oa1le @ DOLLARS Fifty CENTS $ 0.50/sq.ft. $ 2.500.00 2531.501 Five 430 Lin.ft, Concrete curb & gutter design B618 @ DOLLARS Twenty CENTS $ 5.20 11in,ft. $ 2.236.00 2575,505 Qge SP-5 One 1,500 200 Sq, yds . Sod @ DOLLARS Thirty CENTS $ 1.30 Isq,yds. $ 1.950.00 Lin,ft. Sao concrete sidewalk @ DOLL\RS Twenty-five CENTS $ 1.25 11in,ft, $ 250.00 86 Each Sm'] concrete curb & gutter @ DOLLARS No CENTS $ 10.001 each SP-6 Ten $ 860.00 23,769.75 TOTAL PART III.. . . . , . , , . . . . . " $ ITEl1 NO. PART IV - BASS LAKE ROAD, N.S.A.P. 182-020-04 lJN IT HEN 2104,501 One QUANTITY 220 Lin.f:t, Remove concrete curb & gutter @ DOLLARS Twenty-five CENTS $ 1.25 llin,ft, $ 275.00 210L,,503 No 550 Sq. It, Remove concrete side\']a1k @ DOLLARS Twenty-five CENTS $ 0.25 / sq, ft, $ 137.50 P-5 ITEM NO, 2341. 51S Twenty-seven 2521,501 No QUANTI;IY 10 UNIT ITRH Ton Bituminous mixture for patching @ DOLLARS No CENTS $ 27.00'ton 270.00 $ 550 Sq, ft. 4" concrete lva1k @ DOLLARS Ninety-three CENTS $ 0.93/sq,ft. $ 511.50 220 Lin,ft, Concre te curb and gutter design B61S @ DOLLARS Tvlenty-five CENTS $ 5.25 /Un. ft. $ 1.155.00 100 Sq, yds , Sod @ DOLLARS Ten CENTS $ 2.10 /sq,yds. $ 210.00 no 44 QUANTITY 1,300 3,600 100 4,000 1,300 500 650 260 2531. 501 Five 2575.505 Two SP-5 One Lin,ft. Saw concrete sidewalk @ DOLLARS twentYf'fi ve CENTS $ 1. 25 / lin , f t, $ 137.50 SP-6 Ten Each Saw concrete curb @ DOLLARS No CENTS $ 10.00 / each $ 440.00 TOTAL PART IV,. ,.... .... .,.... $ 3,136.50 ITElvl NO. PART V - BOONE AVENUE, N.S.A.P. 182-101-02 UlUT ITEM 2104,501 One Lin,ft. Remove concrete curb & gutter @ DOLLARS No CENTS $ l.OO/Un.ft, $ 1,300.00 2104,503 No Sq,ft, Remove concrete sidewalk @ DOLLARS Fifteen CENTS $ 0.15/sq,ft. $ 540.00 2341.518 Twentl.-seven 2521.501 No Ton Bituminous mixture for patching @ DOLLARS No CENTS $ 27.00 /ton $ 2,700.00 Sq, ft. 4" concrete vla1k @ DOLL..'1.RS Ninety-three CENTS $ 0.93/sq,ft. $ 3.720.00 2531. 501 Five 2575,505 Qne SP-5 One Lin,ft, Concrete curb & gutter design B61S @ DOLLARS Fifty CENTS $ 5.50/Un,ft, $ 7,150.00 Sq , yds , Sod @ DOLL4.RS Fifty CENTS $ 1.50/sq,yds. $ 750.00 Lin,ft. Saw concrete sidewalk @ DOLL4.RS Twenty-five CENTS $ 1.25/1in. ft, $ S12.50 SP- 6 Ten Each Saw concrete curb & gutter @ DOLLARS No CENTS $ 10.00' each $ 2,600.00 TOTAL PART V.. . , . , . , . . ,. , . " " $ 19,572.50 p-6 ITEIvl NO, PA-RoT VI - 62ND AVENUE NORTH, ZEALAND AVENUE NORTH, 47TH AVENUE NORTH 6: 54TH AVE, NO. 2101.502 Seventy QUANTITY 1 2101.507 Twenty SP-1 13 One Hundred Fifty 2104.501 One 170 2104.503 No 2116 .503 Tw:o 2211,501 150 Five 475 350 2211,501 30 Six 2341,518 150 Twenty-seven 411. 508 Two 2,400 2503,511 TweJ.y~ 32 2503.511 Twelye 185 Lin.ft, 15" R.C.P, R-4, C1. III, 0'_8' deep @ DOLLARS Fifty CENTS $ l2.50/1in.ft. $ 2,3l2.S0 2503,571 2 One Hundred Fifty 2506,509 Three Hundred Ten UNIT I TEN Tree Clearing @ DOLLARS No CENTS $ 70.00/tree 1 Tree Grubbing @ DOLLARS No CENTS $ 20.00/tree Tree Remove 6: replace existing tree @ DOLLARS No CENTS $ lSO.OO/tree Lin.ft, Remove concrete curb 6: gutter @ DOL~~S Twenty-five CENTS $ 1.2S/1in.ft. $ Sq. ft. Remove concrete sidewalk @ DOLLARS Twenty-five CENTS $ 0.2S!sq,ft. $ Cu.yds, Aggregate backfill (C.V.) @ DOLLARS Seventy-five CENTS $ 2.75/cu,yds. $ Ton Aggregate base C1. 5 for drive,'jays @ DOLLARS No CENTS $ S.OO/ton Ton Aggregate base Cl. 2 for drive~-Jays @ DOLLARS No CENTS $ 6.00/ton Ton 2341 Bituminous mixture for street & driveway patching @ DOLU~S No CENTS $ 27.00/ton Sq,ft. Stone retaining wall @ DOLLARS Ninety-five CENTS $ $ 70.00 $ 20.00 $ 1.9S0.00 212.50 118.75 962.50 $ 750.00 $ 180.00 $ 410SO.OO 2.95/sq.ft. $ 7.080.00 Lin,ft. 12" R,C.P, R-4, Cl. IV, 0'-8' deep @ DOLLARS No CENTS $ l2.00/1in.ft. $ 384.00 Each Install 12" R.C.P. flared end @ DOLLARS No CENTS $ l50.00/each 3 Each Construct catchbasin with 3246 B casting in place (Plate 1-14) @ DOLLARS No CENTS $ 3l0.00/each 2506.511 2 Qne Hundred Fifteen Lin,ft. Reconstruct manhole @ DOLLfu~S No CENTS $ 11S.OO/lin,ft. $ P-7 $ 300.00 ~ y 930.00 230.00 ITEM NO, 2521.501 No 9.UANTITY 31,500 UNIT ITEN 2521.501 Sq. ft. 411 concre te Halk @ DOLLARS Ninety-four CENTS $ 0.94/sq,ft, $ 29,610.00 No 2531.501 Fiye 2531. 507 One 2,000 Sq . f t. 4" concrete Halk (reinforced H/66 x 1010 Hire mesh) for residential drives @ DOLLARS Ninety-nine CENTS $ 0.99/sq.ft, $ 1.980.00 170 Lin.ft. Concrete curb & gutter design B618 @ DOLLARS Twenty-five CENTS $ 5.25/lin. ft. $ 892.50 300 Sq,ft, 6t1 concrete walk (reinforced w/66 x 1010 \'lire mesh) for commercial drives @ DOLlARS Thirty CENT S $ 1.30/sq.ft. $ 390.00 2557,507 Six 400 Lin.ft. 6' high chain link fence @ DOLLARS Twenty-eight CENTS $ 6.28/1in.ft, $ 2,512.00 2575,505 One 10,000 Sq.yds. Sod @ DOLLARS Twenty SP-5 One 150 CENTS $ 1.20/sq.yds. $ 12.000.00 Lin, ft . Sa\'l concrete Hall\: & dr ive\'Jays @ DOLLARS No CENTS $ 1.00/1in,ft. $ SP-6 Ten 34 150.00 Each Sa\o] concrete curb @ DOLLARS No CENTS $ 10.00/each 2 Each Relocate hydrant @ DOLLARS No CENTS $ 300.00/each 600.00 SP-7 Three Hl!P'dred ALTERNATE NO. 1 ITEH NO. 2105,501 Three QUfu"lTITY 1,000 $ 340.00 $ 68,024.75 TOTAL PART VI. . . . . , , . . . . . . . . " $ TOTAL PART I............., .,$ TOTAL PART II",.,,"."" ,,$ TOTAL PART IlL"..,.,..,. . . $ TOTAL PART IV,.,.. "'" '. ",$ TOTAL PART V." .",. """'.$ TOTAL PiutT VI""."",.",,$ TOTAL BASE BID.,.,,$ 57,498.50 45,318.50 23,769.75 3,136.50 19,572.50 68,024,75 217,320.50 UNIT ITEN Cu,yds, Co~~on excavation @ DOLu\RS Sixty CENTS $ 3.60/cu.yds. $ 3.600.00 2531, 501 Six 1,130 Lin,ft, Concrete curb for play circles @ DOLL~S Ninety CENTS $ 6.90/1in.ft, $ 7.797.00 TOTL~ ALTEfu"lATE NO.1,.".,.., $ P-8 11.397.00 The final &~ount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices stated therefore, in the manner prescribed in the specifications. However, the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefore, Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of Eleven Thousand.Four HundredDOLLARS Eighty-seven CENTS ($11.435.m which is at least five percent (5%) ofL~t~TI~~ of my/our bid made payable to the City of New Hope, l1innesota, 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 ~'Ji thin fifteen (15) days after its submittal to me/us, In submitting this bid it is understood that the ~qner 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 30 days after the date and time set for the opening of bids, It is understood that the ~vner 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 30 days after the date set for the opening of bids, Respectfully submitted, Arnold Beck:ma.n .> Ine . Name of. Biddet'7 ,;.-0*' ~C-.... ....... ~;:;.V /./ (Signed) By< /'Dan%Gho:;'S'//; 4' /<,C<:..- ;. ... _ / / ___ ~. ~..c (A Corporation) .., qPfrl fWCfWifcPfiiJ{) q1f. fJlcfrttfrl#f/t1W) (SEAL) Title Secretary-Trease DAN NICHOLS Printed Name of Signer P-9 INFOID'~TION TO BIDDERS 1, BID PROCEDURE: Each Contractor has been furnished a specification, plan and two extra proposals, In submitting his bid, the Contractor shall bid on the separate Proposal designated !IBID COpy" and not in the specification book, A sealed envelope shall contain the Proposal, 2, PLAN DEPOSIT: A, Prime Contractor: A Prime Contractor may obtain one set of plans and specifications for the deposit as stipulated in the Advertisement for Bids. All of the deposit shall be returned if the Prime Contractor submits a bona-fide bid and returns the plans and specifications in good condition within 15 days after the date set for opening of bids, A prime contractor is defined as a general contractor who submits a bona-fide bid or an electrical or mechanical subcontractor who provides a complete sub-bid to more than one general contractor, The general contractors receiving a quotation must be named by the subcontractor ~vith the return of the plans and specifications to be eligible for deposit return. A bid for equipment or material only is not considered a complete sub-bid, Prime contractors may obtain more than one set of plans and specifications if necessary, however, no refund will be given for these additional sets. B, Material Supplier: Any material supplier may obtain one set of plans and specifications for a deposit as stipulated in the Advertisement for Bids, One-half of this amount will be returned if the plans and specifications are returned in good condition within 15 days after the date Set for the opening of bids, Individual drm'iings and sections of the specifications may be purchased at a rate of one dollar ($1,00) per sheet of drawings and ten cents ($0,10) per sheet of specifications for which no refund shall be made, C, Plan Deposit Refund: No deposit refund shall be made for plans and specifications returned less than forty-eight (48) hours prior to bid letting hour if the Contractor does not submit a bid, 5/73. SPECIAL PROVISIONS 1. PROJECT DESCRIPTION: This project provides for the construction of side"lalk on various streets throughout the City of NevI Hope, The work shall be done under the Municipal State Aid Street construction program as shown on the plans. 2, ~: The City of Ne\'l Hope is designated as the O\mer. All ,'lorle is on public right of way or easements obtained by the Owner, 3, CO}~LETION: It is intended that the project begin within 10 days upon ~vard of the contract with completion on or before November 1, 1975. 4. LIQUIDATED DAlv~GES FOR DELAY: Time being an essential element of the contract, it is agreed that the Ovlner \vill be entitled to damages for failure on the part of the Contractor to complete the project \vithin the time specified. Should the Contractor neglect, refuse or otherwise fail to complete the project on or before the specified dates, he shall pay to the ~vner the sum of One Hundred Dol- lars ($100,00) per calendar day plus all legal and engineering costs not as a penal- ty, but as liquidated damages for each and every calendar day that the contract com- pletion is delayed after the date specified, Liquidated damages are specified here- in, because of the extreme difficulty of ascertaining and establishing the actual damages which the ~vner would sustain. 5, SPECIFICATION REVISION: 1;'lhere the Ninnesota Department of Higlmay Specifica- tions are referred to herein and \'lhere a reference to the ';'lord IlState II is mentioned, it is to be understood that the 'IoJOrd 1l0\mer" is substituted. 6. SOIL CONDITION MID AREA INSPECTION: Prospective bidders are advised to view the site and inspect the soil conditions. The Contractor is advised to verify soil con- ditions to his own satisfaction prior to submitting a bid. 7, DRIVEWAY REPAIRS: Concrete, asphalt and crushed rock driv~vay repairs are a part of this project, The Contractor shall take care that clean cuts are made and patchwork is neatly done. Asphalt patching for residential driveways shall consist of a 2 inch thick AC-l hot-mix bituminous mixture placed on 4 inches of Class 5 gravel, Asphalt patching for commercial drives shall consist of 4 inches of 2341 bituminous mixture placed in two 2 inch lifts on 6 inches or Class 5 gravel. Patching material and Class 5 will be paid for at the unit price bid, The unit price for the Bituminous Mixture shall include the bitumen in the mix, Concrete patching shall include a minimum L}-" thick concrete slab \'lith 66 x 1010 \'lire mesh for residential drive\'lays and a 611 thick concrete slab \'lith 66 x 1010 ';-lire mesh for commercial drives, Payrnent for concrete driveHay patch\'70rk \'lill be made on a square foot basis which shall be compensation in full for removal of existing concrete, base preparation, form ';-lork, concrete placement, finishing, curing and \'lir, mesh required. Bid prices shall include expansion and construction joints, The necessary sawing of concrete drives shall be paid for at the unit price as bid. SP-l Crushed rock for driveway replacement shall be 4" thick and of a material approved by the Engineer, Payment shall be on a ton basis as bid, 8, PARTIAL PATIvlliNTS: Monthly estimates will be paid to the Contractor throughout the construction period. These payments shall be in an amount not to exceed 90% of the value of the completed work, Final payment shall be made upon satisfactory completion and acceptance by the Village and the Minnesota Highway Dept, 9, SIGN RE}IDVP~ & REPLACffivlliNT: The Contractor shall be responsible for removal, care of and replacing of all signs, posts, mailboxes, etc., that may be within the construction limits as directed by the Project Engineer, Such work shall be con- sidered incidental to the project and no additional payment ,vill be allowed there- fore. 10, PEDESTRIAN RAl"~S: Pedestrian r~~p construction is required at locations throughout the City as shown on the plans, The Contractor shall be required to saw, cut & remove the existing sidewalk and curb & gutter and replace the existing side- walk and curb & gutter as directed by the Engineer, For estimating purposes it was asslli~ed that 10 Lin, ft, of curb and 25 Square ft. of sidewalk would be removed and replaced at each ra~p, The Contractor shall be required to replace all materials removed at the unit price as bid in the proposal. 11, CArill OF EXISTING STREETS & BOULEVARDS: The Contractor shall be responsible for the repair of damage to existing streets at his mm expense, Damage to boule- vard areas beyond that deemed necessary by the Engineer shall be repaired at the Contractor's expense, 12, RETAmmG HALLS: Stone and block retaining ,'lalls are required on the project at locations shown on the plans or directed by the Engineer, The block wall shall be constructed as shown in the detail plates and be poured integrally with the side- walk. Pay-ment for the block retaining wall as provided in the proposal shall include the footing, block, handrail, ei~cavation and all items incidental for complete construction as shown on the plan, The Rubble Stone to be used on the project shall be approved by the Engineer prior to the start of construction, 13, RAILROAD SIGNALS: The Soo Line Railroad will relocate the signal on 49th Ave, North fu"1d bill the Contractor for the relocation \vork. Pay-ment for the Lump Sum item as shown in the proposal shall include all costs incidental to the relocation. 14, EXISTING UTILITIES: The existing utilities known by the Engineer are shown on the plans but the Engineer does not represent that the utilities shown are complete, The Contractor shall check with the utility companies prior to starting the project and will be responsible for taking all necessary precautionary measures, The Contractor shall be responsible for not Hying the PO\ver Company and Telephone Company as to relocation of poles and cable boxes. 15. Al'lARD OF CONTRACT: The contract ,'7ill be a,'larded on the basis of the combined low total Base Bid, SP-2 16. ~UU~HOLE ADJUSTI'ffiNT: The Contractor shall be required to lower }ffi-l at the 49th Ave, Athletic Field and furnish a nevl casting, The existing casting shall be delivered to the City of New Hope Public Works Department, Manhole adjustments will be required on 62nd Avenue North to place the manholes at the new sidewalk grade, Payment for manhole adjusts shall be by the lineal foot as bid in the proposal, 17. EXCESS }~TERIAL: Excess material from the street excavation on 49th Avenue and all other excess material other than topsoil shall be placed in the fill areas designated on the plans and compacted. Topsoil shall be disposed of as directed by the Engineer. 18. AGGREGATE BACIZFILL: Three (3") inches of aggregate backfill is required under the sidewalk at all locations, Pa)~ent for the aggregate backfill shall be by the cubic yard measured as compacted volume or the in-place material. 19, ALTE&~ATE NO.1: Provides for the construction of Play Circles 60 feet in dia- meter at Kuch Perry Park, Liberty Park, Northwood Park, Civic Center Park, Hidden Valley Park and Fred Sims Park, SP-3 2211. AGGREGATE BASE General Requirements 2211,0. SPECIFICATION REFERENCE: Section 2211 of the State of Minnesota, Depart- ment of Righ'l.Jays "Specifications for High'l.Jay Construction" dated January 1, 1972, and all &~endments thereto shall apply except as modified or altered in the follow- ing General Requirements, 2211,1, DESCRIPTION: This ,vork shall cons ist of constructing one or more courses of aggregate base on a prepared subgrade. 2211,2, MATERIALS: 2211,2,1. Aggregate: The class or aggregate to be used in each course will be sho\vn in the plans or indicated in the Specific Requirements and \.Jill meet the requirements of M.R,D. Specification 3138, 2211.3. CONSTRUCTION REQU~RE~ffiNTS: Construction requirements shall be in con- formance with M.R,D, Specification 2211.3. with the following specific require- ments, 2211,3.1, General: The base shall be constructed in layers not exceeding 3 inches in compacted thickness, each of \.,hieh shall be compacted by the "Ordinary compaction" method. Water shall be applied in conjunction with mixing, spreading and compactL~g operations, when and in the amounts directed by the Engineer. 2211,4, ~ffiTHOD OF ~ffiASL~EMENT: Aggregate base of each class will be measured as indicated in the Specific Requirements, by weight in tons of material deposited on the road or by compacted volume of the in-place base, At the Contractor1s option, material may be measured by vo1lli~e (Vehicular Measure) and converted to tons at the rate of 2800 pounds per cubic yard if the Method of Measurement is by \,jeight in tons. 2211,5, BASIS OF PATI1EN1: Pay~ent for aggregate base at the contract prices per unit of measure shall be compensation in full for all costs incidental to the con- struction, No direct pay~ent will be made for wate~ used in conjunction with the mixing, placing and compacting operations, Item No. Item Unit 2211.501 Aggregate Bas e , Class Ton 2211,502 Aggregate Base, Class Cub ic Yard 2211.503 Aggregate Base Placed, Class Cubic Yard 4/72 2331, PUll~T-MlXED BITill1INOUS PAVErlliNT Specific Requirements 2331,1. DESCRIPTION: Unless otherwise modified or altered herein all sections of the General Requirements shall apply, 3" of 2331 Bituminous base is required. The bituminous base shall be compacted to a minimum density of 95%, 2331.2,2, BITill1INOUS f~TERIAL FOR MIXTURE: Bituminous material for mixture shall conform to M,R.D. Specification 3151 for asphalt cement AC-l 120-150 penetration. 2331,3, CONSTRUCTION REQUIP~r~~TS: 49th Avenue is a comuercial type street and requires 3" of plant mixed bituminous base which is intended to be a 330#/sq,yd, mat, 2331,3,4, PROPORTIONING: The percentage by weight of bitumen is estimated at 4,0 percent, 2331. PLANT-MIXED BITUHINOUS PiWEHENT General Requirements 2331. o. ment of and all General SPECIFICATION REFERENCE: Section 2331 of the State of Minnesota, Depart- Highways "Specifications for Hightvay Constructionll dated January 1, 1972 later revisions shall apply except as modified or altered in the following Requirements, 2331,1. DESCRIPTION: This work shall consist of the construction of a plant-mixed bituminous pavement in conformance with H.H.D, Specification 2331 as modified here- in. 2331,2. }~TERIALS: 2331,2.1. Aggregate: Aggregate shall meet the quality requirements of M.H,D, Specification 3139 for B.A,-2 Aggregate, 2331,2,2, Bituminous Materials for Mixture: Bituminous materials for the mixture shall meet the requirements of M.H.D. Specification 3151 for Asphalt Cement AC-l, 85-100 penetration. 2331,3, CONSTRUCTION REQUIP~NTS: 2331.3.1, General: It is not required that the Contractor furnish a field labora- tory at the plant site, All tests required shall b8 paid for by the ~vner. The Contractor is responsible for notification of the Engineer as to pit location, bi- tuminous supply, scale location and any other correlated items bvo weeks in advance of starting time so that adequate control measures can be established, 2331,3,2, Bituminous Pavers: Pavers used on the project are not required to be equipped with an automatic screed control, Pavers shall employ mechanical devices such as equalizing or straight-edge runners, evener armS or other compensating devices to prevent minor changes in sub- grade elevation from being reflected in the finished surface. 2331.3,3. Treatment of the Surface: If so indicated on the plans or directed by the Engineer, a prime coat shall be applied in accordance with Specification 2358, A bituminous Tack Coat shall be applied to existing bituminous and concrete surfaces and as directed by the Engineer in accordance with Specification 2357, 2331,3.4. Proportioning: The percentage, by weight, of the bituminous material in the mixture shall be within the following limits: 3,5 - 5,0 Patching & Wearing Course 4.7 - 6,5 Type of Bituminous Asphalt Cement Leveling & Binder Course 2331,4. HETHOD OF J:.1EASURENENT: 2331. 4 ,1. Bituminous Nixture: The bituminous mixture for each "coursell and for patching mixture, including the bituminous material incorporated therein will be measured separately by weight, based on the weights of the loads hauled from the mixing plant. Loads shall be weighed on approved scales furnished by the Contrac- tor, 2331-1 L~ /72 2331.4,2, Bituminous Material: All bituminous materials which are incorporated into mixtures will be measured by weight, 2331,5. BASIS OF PAYJ:1ENT: Payment for IlBituminous Mixture in Place" for each course at the contract price per ton shall be compensation in full for all costs incidental to its construction except the bituminous materials used, Payment for the IIpatching Mixturell at the contract price per ton shall be compensation in full for all costs incidental to the placement of patching mixtures under this specification (including the removal and disposal of the unsuitable materials) and placement and compaction, including bituminous material used. Item No. 2331.504 2331,508 2331.510 2331.512 2331.518 Item Bituminous Material for Mixture Unit Ton Wearing Course Mixture Binder Course Mixture Ton Ton Leveling Course Mixture Bituminous Mixture for Patching Ton Ton 4/72 2331-2 2341. PLfu'l'T-NIXED BITU1,:lINOUS SURFACE Specific Requirements 2341,1, DESCRIPTION: Unless otherwise modified or altered herein all sections of the General Requirements shall apply, l}z" of 2341 bituminous wearing surface is required over a 2331 bituminous base on 49th Avenue North from the Soo Line Railroad to Louisiana Avenue, The bituminous wearing surface shall be compacted to a minimum density of 100%, 2341,2,2, BITlli1INOUS }~TERIAL FOR MIXTURE: Bituminous material for mixture shall conform to M,H,D. Specification 3151 for asphalt cement AC-l 120-150 penetration, 2341,3. CONSTRUCTION REQUIRE}lliNTS: 49th Avenue is a commercial type street and requires llz" of plant mixed bituminous surfacing, \'lhich is intended to be a l601J:! sq, yd. mat. A bituminous patching item is provided in the proposal for miscellaneous patching at pedestrian ramp construction, This section shall require 4 inches of bituminous patching material, 2341,3,2, PROPORTIONING: The percentage by weight of bitumen is estimated at 6,0 percent, 2341, PLA:t-,'T-HLXED BITUHINOUS SURFACE 2341. 0, ment of and a 11 General General Requirements SPECIFICATION REFERENCE: Section 2341 of the State of Minnesota, Depart- Highways tlSpecifications for High'.Jay Construction" dated January 1, 1972 later revisions shall apply except as modified or altered in the following Requirements. 2341,1. DESCRIPTION: This work shall consist of the construction of a plant-mixed bituminous surface, on a prepared base in accordance with M,H,D, Specification 2341 or as modified herein, 2341.2. :t-~TERlALS: 2341.2.1, Aggregate: Aggregate shall meet the quality requirements of M,H.D, Specification 3139 for B,A,-l Aggregate, 2341.2,2, Bituminous Materials for :t-lixture: Bituminous materials for mixture shall conform to M,H.D. Specification 3151 for Asphalt Cement AC-l, 85-100 penetra- tion. 2341.3. CONSTRUCTION REQUIREMENTS: 2341,3.1, Field Laboratory: It is not required that the Contractor furnish a field laboratory at the plant site. All tests required shall be paid for by the ~vner, The Contractor is responsible for notification of the Engineer as to pit location, bituminous supply, scale location and any other correlated items two weeks in advance of starting time so that adequate control measures can be estab- lished, 2341.3,2, Bituminous Pavers: Pavers used on the project are not required to be equipped with an automatic screed control. Pavers shall employ mechanical devices such as equalizing or straight-edge runners, evener arms or other compensating devices to provent minor changes in sub- grade elevation from being reflected in the finished surface, 2341,3,3, Treatment of the Surface: If so indicated in the plans or directed by the Engineer a prime coat shall be applied in accordance 'vith Specification 2358. A bituminous tack coat shall be applied to existing bituminous and concrete sur- faces and as directed by the Engineer in accordance with Specification 2357, 2341.3,4. Proportion~~ The percentage, by weight, of the bituminous material in the mixture shall be within the following limits: Type of Bituminous Asphalt Cement Patching, Leveling and Binder Course ~.Jearing Course 3.5 - 5.0 4,7 - 6,5 2341.4. }lliTHOD OF }lliASUR~lliNT: 2341,4.1. Bituminous Nixture: The bituminous mixture for each "course" and for patching mixture, including the bituminous material incorporated therein '\<lill be LI-/72 2341-1 measured separately by weight, based on the weights of the loads hauled from the mixing plant, Loads shall be weighed on approved scales furnished by the Contrac- tor, 2341,4.2, Bituminous Materials: All bituminous materials which are incorporated into mixtures will be measured by weight, 2341.5. BASIS OF PAY}-lENT: Payment for "Bituminous l'1ixture in Place'l for each course at the contract price per ton shall be compensation in full for all costs incidental to its construction except the bituminous materials used. Payment for the JlPatching }1ixture" at the contract price per ton shall be com- pensation in full for all costs incidental to the placement of patching mixtures under this specification (including the removal and disposal of the unsuitable materials) and including the bituminous material incorporated therein. ITEM NO, ITEM UNIT 2341.504 2341. 508 2341,510 2341. 512 23,::;1.518 Bituminous l'1ateri.a1 for l'1ixture Bituminous l'1ixture for Wearing Course Bituminous l'1ixture for Binder Course Bituminous Mixture for Leveling Course Bituminous Nixture for Patching Ton Ton Ton Ton Ton 2341-2 2521. CONCRETE SIDEHALK Specific Requirements 2521,1, DESCRIPTION: Unless otherwise altered or modified herein, all sections of the General Requirements shall apply, 2521.3, required required Standard CONSTRUCTION REQUIREHENTS: Concrete Sidc,'Jalk Llo" thick and 51 wide is as shown on the plans, Concrete sidewalk removal and replacement is at various locations throughout the City to provide pedestrian ramp as Plate No, 4-3, per Residential drivevlay sections shall be 4" thick and require 66 x 1010 ",ire mesh, Commercial driveHay sections shall be 4" thick and require 66 x 1010 wire mesh. Construction of the concrete stainvays on 36tb Avenue North shall be as sho\'1n on the plans, 2521,11, BASIS OF PAYivillNT: Payment for the sidewalk shall be by the square foot and include any reinforcing mesh required, The granular backfill shall be paid for by the cubic yard measured compacted in place, The concrete stairway shall be by the lineal foot of stairuay as measured horizontally including the adjacent side- walk. The 8f wide walk at each end of the stairway shall be paid for at the unit price of 4'1 s ide,'lalk as bid in the proposal. The private concrete stairway at 19 + 58 shall be paid for by lump sum which shall include handrail and all other items incidental to complete construction, 2521. CONCRETE SIDEHALKS General Requirement~ 2521,1, SCOPE: Concrete sidewalks shall be constructed in accordance with these specifications and in conformity to the lines and grades shown on the plans or existing grades, 2521,2, l1ATERIALS: 252l,2,A, CE}ffiNT: The type of cement to be used shall be as specified by the Engi- neer and shall conform to the A,S.T,M, Specifications for Portland Cement Desig- nations C-150 and C-175 for Type 1 and 1A Cement, 252l,2,B, ADMIXTURES: Air entraining admixtures Ivhich are added to concrete mix- tures shall conform to the A,S,T.M, Specifications for Air Entraining Admixtures for Concrete; Designation C-260, 252l,2.C, AGGREGATES: Fine and coarse aggregates shall confo~~ to the A,S,T,M, Specifi~ation for Concrete Aggregates; Designation C-33, Fine aggregate shall consist of clean, hard, well graded natural sand or manu- factured sand made from hard, tough, crushed rock, All fine aggregate shall pass a one-quarter (1/4) inch screen and ninety-five (95) percent shall be retained on a one-hundred (100) mesh screen, Coarse aggregate shall consist of clean, hard, durable, uncoated, well graded, pebbles, crushed rock or stone, All aggregate shall pass a one (1) inch screen and ninety-five (95) percent shall be retained on a one-quarter (1/4) inch screen, 2521,2,D, SUB-BASE }~TERIAL: Sub-base may be any clean pit run gravel or approved equal screened to eliminate all oversize retained on a 1% inch screen, 252l,2,E, WATER: The water used in mixing concrete shall be clean, free from acid, alkali, vegetable matter or other materials injurious to the strength of the concret( 2521,2,F. JOINT FILLER: The joint filler shall be of non-extruding joint material conforming to the A,S,T,M, Specification for Preformed Expansion Joint Fillers for Concrete (Non-extruding and Resilient Types); Designation D-544, 2521,3, CONSTRUCTION REQUIREMENTS: 2521,3,A, }lliASURING: The method of measuring the materials for the concrete, in- cluding water, shall be one which will insure separate and uniform proportions of each of the materials at all times, 252l,3,B, PROPORTIONS: Concrete shall conform to the following: Ninimum Cement Content Naximum Water Content Entrained Air Min,28 Day Comprehensive Strength 5,5 sacks/cu,yd, 6 gals./sack 6 :t l!:;% 3,0001bs"sq,in, 2521-1 3/70 252l,3,C, ADMIXTURES: Air Entraining Admixtures shall not be added to concrete mixtures in the field without the approval of the Engineer, If such approval is granted, the admixture shall conform to Section 252l.2,B, and shall be added in the amount and in the manner prescribed by the manufacturer so that the air content of the concrete shall not be less than 4~ or more than 7~ percent, 2521.4, MIXING: 252l,4,A, ~illTHOD: mixer unless manual All concrete shall be mixed in a stationary batch mixer or truck mixing is authorized by the Engineer, 1, If a stationary batch mixer is used the mixer drum shall be of adequate size to accommodate the maximum batch and shall conform to the Concrete Mixer Stan- dards adopted by the Mixer Manufacturers Bureau of the Associated General Contrac- tors of America. The mixer drum shall be rotated at the rate specified by its manufacturer, When a stationary batch mixer is used for complete mixing, the mini- mum mixing time for mixers of one (1) cubic yard capacity or less shall be one (1) -minute; for larger capacities of mixers the mixing time shall be increased at the rate of one-quarter (1/4) minute for each additional cubic yard or fraction thereof, The mixing time shall begin when the correct proportions of cement and aggre- gates are placed in the mixer, A portion of the water shall be placed in the mixer in advance of the cement and aggregates, The full amount of water required to pro- duce a mix of the consistency herein specified, shall be added to the cement and aggregates before one-quarter (1/4) of the mixing time has elapsed. The size of the batch shall not exceed the maximum rated capacity as specified by the manu- facttirer of the mixer, The drum shall be completely emptied before receiving ma- terial for the succeeding batch, 2, Truck mixers if used, shall be of the revolving drum type, When a truck mixer is used for mixing the concrete, the drum shall be rotated at mixing speed for not less than fifty (50) nor more than one hundred (100) revolutions after all of the ingredients of each batch are placed in the drum, When a truck mixer is used for the complete mixing of the concrete, the mixing operation shall begin with- in thirty (30) minutes after the cement has been intermingled with the aggregates, The size of the batch shall not exceed the manufacturer's rated capacity as shown on a metal rating plate which shall be attached in a prominent place on the truck mixer, The drum shall be completely emptied before receiving material for the suc- ceeding batch. 3. The mixing time at stationary batch mixers may be reduced to the minimum required (about thirty seconds) to intermingle the ingredients when truck mixers are used to deliver the mix to the site of the work. When this practice is followed each batch shall be thoroughly mixed in the truck mixer by rotating the drum at mixing speed for not less than fifty (50) nor more than one hundred (100) revolu- tions, 4, ~hall be The full the mass If manual m~x~ng is authorized by the Engineer, the cement and aggregates mixed dry on a ,.ratertight platform until the mixture is of uniform color. amount of water required shall then be added and the mixing continued until is of the consistency herein specified. 252l,4,B, CONSISTENCY: The aggregates, cement and water shall be thoroughly mixed in accordance with these specifications to produce a homogenous mass which can be deposited in the forms without segregation, The consistency of the mix shall be such that the slump shall not exceed three (3) inches plus or minus one-half(~)inch, 2521-2 2521,4,C. DELIVERY: Concrete shall be delivered to the site of the work with a sati$factory degree of uniformity at the consistency specified and shall be hauled in a watertight container in which segregation will not take place and from which the concrete can be discharged freely, 1, Concrete shall be delivered to the site of the work and discharged from the hauling container within a period of 90 minutes after the introduction of the mixing water to the dry materials unless otherwise specified by the Engineer, 2. Slump tests of individual samples taken at approximately the one-quarter (1/4) and three-quarter (3/4) points of the load during discharge shall not differ by more than two (2) inches, 2521,4,D, RETEMPERING: The retempering of mortar or concrete which has partially hardened, with or without additional materials or water, is prohibited, 2521,5. FOUNDATION: 2521. 5, A, SUB-GRADE: The finished sub-grade shall have a transverse s lope of not more than one-half (1/2) inch per foot and shall be prepared as follows: 1, All soft and spongy places shall be removed and all depressions filled with suitable material which shall be thoroughly compacted in layers not exceeding six (6) inches in thickness, 2, When the concrete sidewalk is to be constructed over an old path composed of gravel or cinders, the old path shall be entirely loosened, the material spread for the full width of the sub-grade and thoroughly compacted, 3, All fills shall be made in a manner satisfactory to the Engineer, The use of muck, quicksand, soft clay, spongy or perishable material is prohibited, The top of all fills shall extend beyond the walk on each side for at least one (1) foot and the sides shall have a slope of at least one (1) foot vertical to two and one-half (2~) feet horizontal, 252l,5.B, DR~JNAGE: Suitable drainage systems shall be installed and connected with sewers or other drains as indicated on the plans, 2521. 5, C, SUB-BASE: A sub-base may be required by the Engineer if, in his opinion, t~e soil in the sub-grade will swell or shrink with changes in its moisture content to such an extent that the concrete may be damaged, If a sub-base is required, it shall consist of material as hereinbefore specified, and shall be spread to a depth of at least four (4) inches, and thoroughly compacted, When a sub-base is spread on fills, the side slope of the sub-base shall be the same as the side slope of the fill, While compacting the sub-base the material shall be thoroughly wet, and shall be wet when the concrete is depOSited but shall show no pools of water, 2521.6, DIMENSIONS: 252l,6,A, SIZE OF SLABS: The slabs shall have an area of not more than one hun- dred (100) square feet, Length of slab shall be equal to the width, 252l,6,B, THIClu~ESS OF WALK: Minimum thickness shall be four (4) inches, At drive- way openings to dwellings, the m~n~mum thickness of the walk shall be not less than six (6) inches, The minimum thickness of driveway openings to alleys and commercial and industrial establishments shall be not less than eight (8) inches, 2521-3 2 5,?1. 7 , FOro-iS: 2521,7,A. ~U\TERlALS: Forms shall be free from warp and of sufficient strength to resist springing out of shape. All wood forms shall be thoroughly wetted or oiled and metal forms oiled before depositing any material against them. All mortar and dirt shall be removed from forms that have been previously used, 252l,7,B, SETTING: The forms shall be well staked or otherwise held to the estab- lished lines and grades and their upper edges shall conform to the established grade of the walk and shall be so aligned as to provide a transverse slope toward the curb of one-quarter (1/4) inch per foot unless otherwise directed by the Engineer, 2521 8, JOINTS: 252l,8,A. CONTRACTION JOINTS: Contraction joints shall be provided to separate the slabs and shall be cut to a depth equal to at least one-third (1/3) of the total slab thickness. Spacing of contraction joints shall equal the width of the sidewalk. 2521.8,B, EXPANSION JOINTS: A one-half 0/2) inch expansion joint filled ,-rUh suitable material as specified under Section 252l,2.F" shall be provided between all sidewalks and adjoining backs of curbs and between the intersection of two side- walks and between all sidewalks and adjoining driveways, Sidewalks in business dis- tricts shall!:?e separated from abutting buildings by a similar joint. In no case shall the length of slab exceed forty (40) feet without a joint, 2521,9, CONCRETE: 252l,9,A, CONTINUOUS POURING: After m~x~ng, the concrete shall be handled rapidly and the successive batches deposited in a continuous operation until individual sections are completed, Under no circumstances shall concrete that has partly hard- ened be used, The forms shall be filled and the concrete brought to the established grade. 252l.9.B, COLD WEATHER POURING: Concrete shall not be deposited when it appears lik~ly that the air temperature may fall below 40 degrees F. during the pouring or within the following 24 hours unless preparations are made and precautions taken to prevent any damage to the concrete resulting from the low temperature, When placing concrete in cold weather, the Contractor shall plan and prosecute his work in a manner ,'lhich ,viII assure satisfactory results, Any concrete damaged by freezing shall be removed and replaced by the Contractor at his own expense, Concrete when deposited in the forms shall have a temperature of not less than 55 degrees p, nor more than 100 degrees F, The concrete shall be maintained at not less than the ~inimum temperature of 55 degrees F, for at least 72 hours after placing, or longer if necessary, until the concrete has thoroughly hardened, Con- crete shall not be deposited on a frozen foundation, 252l,9,C, FINISHING: After the concrete has been brought to the established grade by means of a strike-board, it shall be worked with a steel trowel or wood float to give it a smooth, medium rough, or rough surface, as directed by the Engineer, In no case shall dry cement or a mixture of dry cement and sand be sprinkled on the surface to absorb moisture or to hasten hardening, The type of finished surface re- quired by the Engineer shall be prepared as follows: 2521-4 1, Smooth Surface: trowel to a smooth, even Excessive working of the The surface of the concrete shall be troweled with a steel surface free from depressions or irregularities of any kind, surface with the trowel shall be avoided, 2. }fudium Rough Surface: The surface shall be floated with a wooden float only, producing an even gritty finish, On wide sidewalks the finishing may be done with two applications of a canvas belt, not less than six (6) inches wide, and two (2) feet longer than the width of the sidewalk, For the first application, the belt shall be drawn across the surface with vigorous strokes at least twelve (12) inches long, and moved ahead very slightly with each stroke, The second application shall be given immediately after the water glaze or sheen disappears, The stroke of the belt shall be not more than four (4) inches, but the longitudinal motion shall be greater than during the first application, 3, Rough Surface: The surface shall be floated with a wooden float leveling all sags and producing an even surface. After being floated in this manner the roughening shall be done by slapping the surface of the concrete with the face of the float, The float shall be raised vertically from the concrete after each stroke, 25Zl,9,D, EDGES: Unless protected by metal, the surface edges of all slabs shall be rounded to a radius of one-half (1/2) inch, The edges of all slabs which act as curbing shall be rounded to a radius of one and one-half (Vz) inch. 252l,9,E. CURING & PROTECTION: As soon as the concrete has hardened sufficiently to prevent damage, the finished surface shall be covered with white polyethylene film well weighted at the edge with earth, Polyethylene film shall be kept in place not less than 5 days, When high early strength cement is used the minimum curing period shall be forty-eight (48) hours, The freshly finished surface shall be pro- tected from hot Sun and drying winds until it can be covered as above specified, The concrete surface must not be damaged or pitted by rain, The Contractor shall erect and maintain suitable barriers to protect the finished surface, Any section damaged from traffic or other causes occurring prior to its official acceptance, shall be repaired or replaced by the Contractor at his own expense in a manner satis- factory to the Engineer, The covering shall be removed and disposed of by the Con- tractor before the work is officially accepted by the Engineer. 2521,10, l1ETHOD OF ~mASURE~mNT: Concrete walk of each thickness will be measured by area, 2521,11. BASIS OF PAY}ffiNT: Constructing concrete sidewalk will be paid for on the basis of the following schedule: Z5Zl,ll,A, CONCRETE SIDEWALK: Concrete walk shall be paid for at the contract unit price per square foot, 25Z1-5 2531, CONCRETE CURB and GUTTER Specific Requirements 2531.0, SPECIFIC REQUIREHENTS: Unless othenJise modified or altered herein all sections of the general requirements shall apply. 2531,3, CONSTRUCTION PiliQUIRE~ffiNTS: B618 concrete curb and gutter is required on 49th Avenue from Louisiana Avenue to the Soo Line Railroad, Concrete curb and gutter removal and replacement is required throughout the City to provide pedestrian ramps as per Standard Plate No, 4-4, Drive';'lay entrance as per Standard Plate No. 4 are required at the 49th Avenue Athle- tic Field. The play circles shall have a 601 diameter and be 12:1 ,;-]ide & 1811 deep, n'lO {'!:4 bors shall run continuously around the circles, 2531,11, BASIS OF PATI.lill{T: Concrete curb and gutter shall be paid for at the contract price per lineal foot, Concrete curb ror the play circle shall be paid for as measured on the centerline of the curb, The driveway approaches shall be measured by the square yard. 2531, CONCRETE CURB & GUTTER General Requirements 2531,1, SCOPE: Concrete curb and concrete curb and gutter shall be constructed in accordance with these specifications and in conformity to the lines and grades shown on the plans, 2531.2, }~TERIALS: 253l.2,A, CE}ffiNT: The type of cement to be used shall be as specified by the Engineer, and shall conform to the A.S.T.M, Specifications for Portland Cement; Designation C-150 (Type I); or for Air-Entraining Portland Cement; Designation C-175 (Type I-A) or (Type III-A), 253l,2,B. AD}ITXTURES: Air-entraining admixtures which are added to concrete mixtures shall conform to the A.S.T.M, Specification for Air-Entraining Admix- - ture for Concrete; Designation C-260, 2531.2,C, AGGREGATES: Fine and coarse aggregates shall conform to the A,S,T,M. Specification for Concrete Aggregates; Designation C-33, 253l.2,D, WATER: The water used in mixing concrete shall be clean, free from acid, alkali, vegetable or other organic matter, 2531,2,E, JOINT FILLER: The joint filler shall be of a non-extruding joint material conforming to the A.S,T.M, Specification for Preformed E:zpansion Joint Filler for Concrete (Non-extruding and Resilient Types); Designation D-544, 253l,2,F, SAND-GRAVEL BACKFILL: Sand-gravel backfill may be any pit-run gravel, screened to eliminate all stones which will be retained on a l~ inch screen, 2531,3, CONSTRUCTION REQUIRill'illNTS: 253l.3,A, MEASURING: The method of measuring the materials for the concrete or mortar, including water, shall be one which will insure separate and uniform pro- portions of each of the materials at all times. 2531,3.B, PROPORTIONS: Concrete shall conform to the following: Minimum Cement Content Maximum Water Content Entrained Air Min, 28 Day Compressive Strength 5,5 sacks/cu.yd, 6 gals,/sack 5~% + l~% 3,0001bs,/sq,in. 2531.3.C, ADMIXTURES: Air-Entraining Admixtures shall not be added to concrete mixtures in the field without the approval of the Engineer, If such approval is granted, the admixture shall conform to Section 253l,2.B" and shall be added in the amount and in the manner prescribed by the manufacturer so that the air con- tent of the concrete shall not be lese than four(~) nor more than seven (7) per- cent. 4/74 2531-1 2531.4, HIXING: 2531.4,A, HETHOD: All concrete shall be mixed in a stationary batch mixer or truck mixer unless manual mixing is authorized by the Engineer, 1. If a stationary batch mixer is used the mixer drum shall be or adequate size to accommodate the maximum batch and shall conform to the Concrete Hixer Standards adopted by the Mixer Manufacturers Bureau of the Associated General Contractors of America, The mb;:er drum shall be rotated at the rate specified by its manufacturer, i~hen a stationary batch mixer is used for complete mixing, the minimum Inixing time for mixers of one (1) cubic yard capacity or less thall be one (1) minute; for larger capacities of mixers the mixing time shall be in- creased at the rate of one-quarter (~) minute for each additional cubic yard or fraction thereof. The mixing time shall begin when the correct proportions of cement and aggregates are placed in the mixer, A portion of the \Vater shall be placed in the mixer in advance of the cement and aggregates, The full amount of water re- quired to produce a mix of the consistency herein specified, shall be added to the cement and aggregates before one-quarter (~) of the mixing time has elapsed, The size of the batch shall not exceed the maximum rates capacity as specified by the manufacturer of the mixer, The drum shall be completely emptied before receiving material for the succeeding batch, 2, Truck mixers if used, shall be of the revolving drum type, i~hen a truck mixer is used for mixing the concrete, the drum shall be rotated at mixing speed for not less than fifty (50) nor more than one hundred (100) revolutions after all of the ingredients of each batch are placed in the drum, When a truck mixer is used for the complete mi::ing of the concrete, the mi::ing operation shall begin within thirty (30) minutes after the cement has been intermingled with the aggre- gates. The size of the batch shall not e::ceed the manufacturer's rated capacity as shown on a metal rating plate which shall be attached in a prominent place on the truck mixer. The drum shall be completely emptied before receiving material for the succeeding batch, 3, The mixing time at stationary batch mixers may be reduced to the minimum required (about thirty seconds) to intermingle the ingredients when truck mixers are used to deliver the mice to the site of the work, When this practice is fol- lowed each batch shall be thoroughly mixed in the truck mixer by rotating the drum at mi::ing speed for not less than fifty (50) nor more than one hundred (100) revolutions. Lf, If manual m~x~ng is authorized by the Engineer, the cement and aggre- gates shall be mixed dry on a viatertight platform until the mi::ture is of uniform color, The full amount of \vater required shall then be added and the mi::ing con- tinued until the mass is of the consistency herein specified. 253l,4.B. CONSISTm~CY: The aggregates, cement and water shall be thoroughly mixed in accordance with these specifications to produce a homogeneous mass which can be deposited in the forms without segregation, The consistency of the mi:: shall be such that the slump shall not exceed three (3) inches plus or minus one- half (~) inch, 4/74 2531-2 253l,4.C, DELIVERY: Concrete shall be delivered to the site of the work with a satisfactory degree of uniformity at the consistency specified' and shall be hauled in a watertight container in which segregation will not take place and from which the concrete can be discharged freely. 1, Concrete shall be delivered to the site of the work and discharged from the hauling container within a period of 90 minutes after the introduction of the mixing water to the dry materials unless othe~vise specified by the Engineer, 2, Slump tests of individual samples taken at approximately the one-quarter (1/4) and three-quarter (3/4) points of the load during discharge shall not differ by more than two (2) inches. 253l,4.D, RETEMPERING: The retempering of mortar or concrete which has partially hardened, with or without additional materials or water, is prohibited, 253l.4.E, SECTION: The dimensions of the curb section and the depth of the sand- gravel backfill shall conform to those shown on the plans. 2531,5, PREPARATION OF FOUNDATION: The width of the trench shall be such that the forms can be properly set and the backfill properly compacted, The trench shall be excavated to the required elevation and the bottom thereof shall be compacted to the satisfaction of the Engineer, Sand-gravel bacy~ill shall then be placed to the depth indicated in the plans and compacted, 2531. 6 . FOro.1S: 253l.6.A, HATERIALS: Forms shall be free from vlarp and of sufficient strength to resist springing out of shape, Face forms shall be shaped to conform to the design of the curb as specified in the plans, Wood forms shall be oiled with a light clear commercial paraffin oil, All mortar and dirt shall be removed from forms that have been previously used, 2531.6,B, SETTING: All forms shall be set true to alignment and grade, and shall be substantially staked and braced, When tested with a ten foot straight edge, the tops of the forms shall not shO\q a variation of over 1/8 inch from a straignt line, The sides of the straight forms shall not shm'1 a variation of more than one-quarter (1/4) inch from a straight line, Sections of straight forms not over ten (10) feet long may be used for curves having radii of 150 feet or more, 253l,6.C, SLIP FOR}l: When approved by the Engineer, equipment utilizing a moving form may be used, Forming equipment shall be controlled to follow precisely the line and grade established for the curb. Finished curb shall meet the alignment and grade tolerances shovm in Paragraph 2531.6,B, above, 2531. 7. JOII:\1TS: 253l,7,A, SPACING: joints in adjoining Where practical, all joints \.;;or k, in the curb shall align with like Expansion joints shall be formed by inserting in the forms preformeda~pansion joint material one-half (1/2) inch thick and cut true to the shape of the curb at intervals of not more than sixty (60) feet. Maximum spacing of expansion joints for slip formed shall be 200 feet. 4/74 2531-3 Preformed expansion joint material one-half (1/2) inch thick shall be inserted between the curb and the face or faces of any abutting concrete or masonry except pavements, Contraction joints shall be formed by inserting within the forms metal plates not over one-eight (1/8) inch thick at intervals of ten (10) feet unless othenvise shown in the plans or directed by the Engineer, These plates shall be removed at the same time as the face forms, Metal division plates with the bottom portion cut so as to allow the lower half of the gutter section to continue across the contraction joint are required, 253l,7,B, REINFORCING: At all new service trenches or as directed by the Engineer, two (2) #4 reinforcing rods shall be placed in the lower portion of the curb and gutter section, Rods shall extend not less than 6 feet beyond the center of the service line trench, The unit price per lineal foot of curb reinforcing includes 2 lineal feet of reinforcing and the labor involved in the placing. Rods shall be .straight and shall have at least 2 inch coverage on all sides. 2531.8, CONCRETE: 253l.8,A. PLACING CONCRETE: Immediately before placing the concrete, of the forms shall be wetted and the foundation moistened with water, shall be placed in the forms by hand shoveling and shall be thoroughly hand tamping or internal vibrating. the insides The concrete compacted by 253l,8,B, COLD WEATHER POURING: Concrete shall not be deposited when it appears likely that the air temperature may fall below 40 degrees F. during the pouring or within the following 24 hours unless preparations are made and precautions taken to prevent any damage to the concrete resulting from the low temperature. When placing concrete in cold weather, the Contractor shall plan and prosecute his work in a manner which will assure satisfactory results, Any concrete damaged by freezing shall be removed and replaced by the Contractor at his own expense, Concrete when deposited in the forms shall have a temperature of not less than 55 degrees F, nor more than 100 degrees F, The concrete shall be maintained at not less than the minimum temperature of 55 degrees F, for at least 72 hours after placing, or longer if necessary, until the concrete has thoroughly hardened, Con- crete shall not be deposited on a frozen foundation. 2531,S.C, FINISHING: After concrete is poured into the forms it shall be puddled and spaded so as to insure a thorough mixture, eliminate air pockets, and create uniform and smooth sides, Before the concrete has thoroughly set, and ivhile the concrete is still green, the face forms shall be removed and the front and top sides shall be finished with a float or steel trowel to make a uniform finished surface. 253l,S,D, ROUNDING CORNERS: Wherever corners are to be rounded, special steel trowels shall be used while the concrete is workable and the corners constructed to the dimensions herein specified. For combined curb and gutter, the top and side of curb and gutter may be finished by the use of a special shaped trowel or curb- and-gutter machine which will shape the entire upper surfaces in accordance with the dimensions and shape specified. This trowel shall be used immediately upon removing the front form of the curb and while the concrete is still workable but firm enough to stand up, 2531-4 2531.8,E, SMOOTHNESS: n18 top and face of the curb and also the top of the apron on combined curb and gutter must be finished true to line, Curb and gutter must be finished true to line and grade after which the surface shall be brushed lightly with a whitewash brush, This brushing shall be done at right angles to the line of the curb, The back forms shall remain in place for a period of not less than 12 hours, After removing the back forms any cavities shall be filled \vith mortar, 253l,8,F, CURING & PROTECTION: As soon as the concrete has hardened sufficiently to prevent damage, the finished surface shall be covered with white polyethylene film well weighted at the edge with earth, Polyethylene film shall be kept in place not less than 5 days, When high early strength cement is used the minimum curing period shall be forty-eight (48) hours, An acceptable alternate to the above procedure is the use of spray-on curing compound which shall be applied to the surface of the curb and gutter irr~ediately after the final brushing. The compound must contain a fugitive dye, As soon as the concrete has hardened sufficiently to prevent damage, the finished surface shall be covered for not less than 48 hours with \~1ite polyethylene film, well weighted at the edges with earth, An acceptable alternate to the use of polyeth- ylene film is to provide a second, heavy application of spray-on curing compound 4 to 8 hours after first coat, The freshly finished surface shall be protected from hot sun and drying winds until it can be covered as above specified, The concrete surface must not be dam- aged or pitted by rain, The Contractor shall erect and maintain suitable barriers to protect the finished surface, Any section damaged from traffic or other causes occurring prior to its official acceptance, shall be repaired or replaced by the Contractor at his ovm expense in a manner satisfactory to the Engineer, The cover- ing shall be removed and disposed of by the Contractor before the work is officially accepted by the Engineer. 2531.9. BACI~ILLING: 253l,9,A, rlliTHOD: After the removal of forms, the trench shall be backfilled with selected material from the excavation, Where the ground surface adjacent to the back of the curb is lower than the top of the curb, backfill shall be placed at the slope indicated in the plans, 253l,9,B. DISPOSAL OF EXCESS ~~TERIAL: Any excavated material which cannot be so used shall be disposed of by the Contractor as directed by the Engineer within a distance of one-half (1/2) mile from the site of the work, 2531,10, rillTHOD OF rlliASURE~lliNT: Except as otherwise provided below, concrete curb and gutter and concrete curb of each design and size constructed will be measured along the face of the curb at the gutter line by length. At alleys and private entrances the length of curb or curb and gutter will be constructed to be the length along the street curb line (measured as if the entrance did not exist) plus the length of any curb (or curb and gutter) which extends be- yond the curved portion of the return. 2531-5 2531,11. BASIS OF PAYrillNT: Constructing concrete curb and gutter and concrete curb including sand-gravel backfill will be paid for on the basis of the follow- ing schedule: 2531,ll,A, CONCPillTE CUF~ & GUTTER: Concrete curb and gutter shall be paid for at the contract price per linear foot. 2S3l,ll,B, CONCRETE CURB: Concrete curb shall be paid for at the contract unit price per linear foot, 253l,ll,B, CONCRETE CUP~: Concrete curb shall be paid for at the contract unit price per linear foot. 253l,ll.C, CONCRETE GUTTER: Concrete gutter shall be paid for at the contract unit price per linear foot. 2S3l,ll,D, REI1~ORCING: Reinforcing shall be paid for at the contract unit price per linear foot of curb and gutter reinforced. 4/74 2531-6 2557, FENCE & ACCESSORY ITEMS General Requirements 2557.0. GENE~~L: This specification covers the furnishing and installation of chain link fence together with necessary posts, rails, braces, gates and appurte- nances, 2557,1. ~~TERIAL: -- Fabric: Fabric shall be of No.9 gauge steel wire, two inch mesh, hot-dip galvanized after weaving, Fabric shall have barbed top and knuckles bottom edges, Width of fabric shall be as shown on the plans or specified in the Specific Require- ments, Posts: Line posts shall be t~o inch O.D. galvanized steel pipe weighing not less than 2.72#/ft., spaced not over ten feet center to center. End, corner and gate posts shall be three inch O,D. galvanized steel pipe weighing not less than 5,79#/ft. Provide bracing posts and diagonal truss rods at corners arid gates. Post Setting: All fence posts are to be set 36" deep in concrete base not less than 10 inches in diameter, Extension Arms: Where required in the Specific Requirements, provide single extension arms with 3 strands of barbed wire, Intermediate posts to have pressed steel galvanized extension arms and end and corner posts to have heavy galvanized malleable iron extension arms, Topmost \-lire is to be held 12" above top of fabric and outward from fence at an angle of 450, Top Rail: Top rail to be hot-dipped galvanized, 1-5/8 inch O.D,(2,27#/ft,~ Provide with expansion sleeve couplings. Top rail is to pass through base of ex- tension arm or post cap and is to securely fasten to end, gate and corner posts, Ties: Ties shall be No,9 gauge aluminum wire at 2 foot o.C, on top rail and 12 inches o.c, on posts. Gate~ Provide gates of the size shown on the plans with offset hinges and fabric to match fence and latches for padlocks, Fittings: To be of malleable iron, hot-dip galvanized after fabrication. Provide caps for all posts and gate stiles. 2557,2. WOPJUv~NSHIP: All posts shall be set true to line and grade to provide a neat appearance. All fabric shall be tightly stretched and neatly secured to posts and rails, Fence shall be complete in every respect including items as recommended by manufacturer for first quality construction. 2557,4, BASIS OF PATI1ENT: pa)~ent for the fence at the contract price per lineal foo~ shall be construed to be compensation in full for all costs of the instal- lation and materials, including fabric, posts, bracing, supports and extension arms with-. wire, A separate bid item is included for each size and type of gate, 8/68 9/69 2575. TURF ESTABLISHME}j"T General Requirements 2575.0. SPECIFICATION REFERENCE: Section 2575 of the State of Minnesota, Depart- ment of Highways nSpecifications for HighHay Constructionll dated January 1, 1972, and all amendments thereto shall apply except as modified or altered in the folloH- ing General Requirements, 2575,1, DESCRIPTION: boulevards, shoulders, Specification 2575, as This work shall consist of the sodding and seeding of all slopes, ditches and other areas in accordance with M.H,D. shown on the plan or herein specified. 2575,2. }~TERIALS: 2575.2,1, Seed: All seed required on the project shall be furnished by the Contractor and meet the following requirements: A, All seeds shall conform to the requirements of the latest seed laHs of the State of }linnesota, including those governing weed seed tolerances, B. Purity and germination requirements listed beloH shall be met. Common & Botanical Name Birdsfoot Trefoil, Empire (Lotus Corniculatus) Hhite Clover (Trifolium Repens) Park Kentucky Bluegrass (Poa Pratensis) Perennial Ryegrass (Lolium Perene) Smooth Bromegrass (Bromus Inermis) Red Top (Agrostis Alba) Timothy (Phelum Pratense) Purity Hinimum % Germination Minimum % 97 99 95 99 90 92 99,25 85 92 82 92 85 87 90 C, The seed mixture shall be one of the mixtures listed below as required in the Specific Requirements, Hixture 5 40% Park Kentucky Bluegrass 14% Smooth Bromegrass 6% Red Top 8% Timothy 20% Perennial Ryegrass 6% Hhite Clover 6% Birdsfoot Trefoil, Empire Hixture 7 20% Timothy 42,9% Smooth Bromegrass 28,6% Perennial Ryegrass 8,5% Birdsfoot Trefoil, Empire 2575,2,2, Topsoil: Topsoil used on this project shall be subject to the approval of the Engineer, but in no case shall it contain more than 25% organic material, 2575.2,3, Sod: Sod shall be cultured sod of a good quality. It shall be densely rooted Bluegrass or other approved grasses, free of noxious i'leeds and objec tionab Ie grasses. 7/74 25 75 - 1 Before cutting the sod shall be raked free of all debris and the grass cut to a length of approximately GlO (211) inches. All sod shall be cut in uniform strips not less than eighteen (1811) inches in ,vidth. The thickness shall be such as to contain practically all of the dense root system of the grass, but never less than 3/4 inch. 2575,2,4, Mulch Material: }fulch material shall conform to the requirements of the following types with the type being specified in the Specific Requirements, ~ype 1: This type shall consist of grain straw, hay and cuttings of agri- cultural grasses and legumes, The material shall be relatively free of seed bearing stalks of noxious grasses or weeds, ~ipe 2: Type 2 mulch shall consist of asphalt emulsion, meeting the re- quirements of 3151 for SS-l, and which shall not be toxic to plant life, Type 3: This type shall consist of Type 1 mulch combined ,.lith Type 2 asphalt emulsion, 2575.3, CONSTRUCTION REQUIREI'lENTS: 2575,3.1, General: The areas to be seeded or sodded shall be covered with 3 inches of suitable topsoil or as directed by the Engineer or stated in the Specific Requirenents, On the areas where mulch is required, the mulch must not lag the seeding by more than 24 hours. 2575.3,2, Soil Preparation: Immediately in advance of the sodding and seeding the areas shall be raked clean of all stones, clods, roots and other objection- able matter, TI1e areas to be sodded or seeded shall be reasonably smooth and blend ,vith the contour of the adjoining areas, The finished surface shall be flush Ivith or slightly belmv the surface of adj oining turf, Ivalks, curbs, etc. 2575,3.3, SOlving Seed: Seeding shall be done as soon as possible after finish grading has been completed, The rate of application and season of planting shall be as follows: }-lixture Pounds per Acre 5 7 50 35 Season of Planting April I - Sept, 15 April 1 - Sept, 15 2575,3,4, Applying Mulch: The rate of application of Type I mulch shall be approximately 2 tons per acre, Type 3 mulch materials shall be applied by blowing, with the emulsion being sprayed into the Type 1 material as it leaves the blower, The rate of applica- tion shall be 2 tons of Type 1 material and 200 gallons of Type 2 material per acre, 2575,3,5, Placing Sod: All sod shall be placed within 24 hours after being cut, During this period, it shall be protected against drying out by being covered as 7/74 2575 -2 may be necessary, The sod strips shall be carefully placed by hand, beginning at the bottom of the slope and progressing up\'lard. The length of the strips on slopes shall be as nearly as practical at right angles to the slope, The strips shall be laid with staggered joints and the edges of all strips shall be tightly pressed against the edges of adjoining strips, Sod laid adjacent to existing turf shall be neatly butted to the existing turf with no overlapping allmved, After the sod has been placed, the sod shall be pressed into the under- lying soil by rolling or tamping. 2575.3,6. Maintenance: All sod placed under the contract shall be watered and maintained by the Contractor until acceptance by the Engineer. Upon being placed, the sod shall be maintained for at least 30 grmving days before final acceptance will be made, During the maintenance period all sod which is presumed dead, damaged, or has become infected with weeds shall be re- placed with new sod as directed by the Engineer, When so directed by the Engineer, the Contractor shall reseed any areas on which the original seed has failed to grovl, If mulching is required on the project the reseeded area shall also be remulched, Until final acceptance of the work, all maintenance and repair work shall be performed at the expense of the Contractor, 2575,4. NETHOD OF HEASUREHENT: 2575,4.1, Roadside Seeding: Seeding will be measured by area seeded, 2575,4,2, Mulch: Mulch shall be measured separately by the weight of each material placed, or gallons of emulsion placed, 2575,/.:.,3, Sodding: Sodding w"ill be measured by the area sodded. 2575,5. BASIS OF PAy~mNT: Payment for Turf Establishment items at the contract prices per unit of measure shall be compensation in full for all topsoil, materials, preparation, installation and maintenance on the basis of the following schedule: ITEr-l NO, ITEH UNIT Acre Square Yard Ton Ga 11 on 2575,501 2575,505 2575.511 2575 ,5 12 Roadside Seeding Sodding l1ulch Naterial, Type__ }fu1ch Material, Typc____ 7/74 2575 - 3 GENERAL CONDITIONS OF THE CONTRACT GENERAL CONDITIONS OF THE CONTRACT SECTION I DEFINITIONS 1, CONTRACT DOCUMENTS: The Contract comprises the following documents, including all additions, deletions and modifications incorporated therein before the execu- tion of the Contract: a) Legal and Procedural Documents 1, Advertisement 2. Information for Bidders 3. Proposal 4, Proposal Guaranty 5. Contract 6, Performance Bond b) Special Provisions c) Detailed Specification Requirements d) General Conditions of the Contract e) Drawings f) Addenda 2, ENGINEER: Is the Engineer named in the Contract Documents or his representative duly authorized in writing to act for the Engineer, 3, OWNER: Is the ~vner named in the Contract Documents, 4. CONTRACTOR: Is the Contractor named in the Contract Documents, 5, SUB-CONTRACTOR: Is any person, firm or corporation with a direct contact with the Contractor who acts for or in behalf of the Contractor in executing any part of the Contract, but does not include one who merely furnishes material, 6, PROPOSAL: The offer of a Bidder to perform the work described by the Contract Documents when made out and submittted on the prescribed Proposal Form, properly signed and guaranteed, 7, PROPOSAL GUARANTY: The cashier's check, certified check, cash or Bidder's bond accompanying the Proposal submitted by the Bidder, as a guaranty that the Bidder will enter into a Contract with the ~vner for the construction of the work, if the Contract is awarded to him, 8. CONTRACT: Is the agreement covering the performance of the work described in the Contract Documents including all supplemental agreements thereto and all gener- al and special provisions pertaining to the work or materials therefor, 9, PERFORMANCE BOND: Is the approved form of security furnished by the Contractor and his Surety as a guaranty of good faith on the part of the Contractor to execute the work in accordance with the terms of the Contract, 8/74 G-l lO~ BIDDER: An individual, firm or corporation submitting a proposal for the advertised work. 11. SURETY: Is the person, firm or corporation who executes the Contractor's Performance Bond. 12, SPECIFICATIONS: Shall mean the Legal and Procedural Documents, General Condi- tions of the Contract, together with the modifications thereof, Special Provisions and the Detailed Specification Requirements, with all addenda thereto, 13. DRAWINGS: Are all official plans, drawings or reproductions of drawings per- taining to the work provided for in the Contract with all addenda thereto. 14, WRITTEN NOTICE: Written notice shall be considered as served when delivered in person or sent by registered mail to the individual, firm or corporation or to the last business address of such knovm to him who serves the notice, a) Change of Address: It shall be the duty of each party to advise the other parties to the Contract as to any change in his business address until completion of the Contract, 15, ACT OF GOD: Means an earthquake, flood, cyclone or other cataclysmic phenom- enon of nature, Rain, wind, flood or other natural phenomenon of normal intensity for the locality shall not be construed as an Act of God and no reparation shall be made to the Contractor for damages to the work resulting therefrom. SECTION II PROPOSAL REQUIRln1ENTS 1. PROPOSAL FORMS: The ~mer will furnish Proposal Forms to any qualified bidder upon request. On this form will be shown the location of the project, the class of work, the estimated quantities of work to be performed, the date, hour and place where the proposals will be opened, the date of beginning and completion of the project and the required Proposal Guaranty. 2, INTERPRETATION OF PROPOSAL ESTL~TES: The quantities as shown in the Proposal shall be used as a basis of calculation upon which the award of contract will be made, Every effort is made to estimate these quantities as accurately as possible, However, they are not guaranteed and are furnished without any liability on the part of the ~vner. 3. EXAMINATION OF PLA}5, SPECIFICATIONS AND SITE OF WOPJZ: Each bidder is required to examine carefully the site of the work, the Proposal Forms, Specifications and Plans. Submission of a Proposal shall be considered evidence that the Bidder has made such examination and that he has familiarized himself with the conditions to be encountered, the character, quality and quantity of work to be performed and material to be furnished and the requirements of these Contract Documents. 4, RESERVATIONS AND/OR EXCEPTIONS: Reservations and/or exception shall be clearly stated in writing and attached to the proposal, They will be deemed to be a part of and incorporated into the proposal, Bidders are advised that if such reservations or exceptions constitute a substantial deviation from the advertised terms and condi- tions, their bids may be rendered non-responsive. The bidder acknowledges the right of the owner to waive any informalities, irregularities or minor deviations and re- serves the right to reject any bids not in strict compliance with the terms and condi- tions of the bid documents, The bidder further acknowledges the right of the owner to reject all bids and to re-advertise with the same or different bid documents, G-2 5, ADDENDA TO CONTRACT DOCUMENTS: Any addenda issued prior to the time of bidding or forming a part of the Contract Documents issued to the Bidder for preparation of his Proposal, shall be covered in the Proposal and shall be made a part of the Con- tract, Receipt of each Addendum shall be acknowledged in the Proposal, 6, PREPARATION OF PROPOSAL: The Bidder shall submit his Proposal on forms provided by the Owner. All blank spaces in the Proposal must be filled in clearly and cor- rectly with ink or typewriter, The Bidder1s Proposal shall be signed with ink by the individual, members of the partnership or by one or more officers of the corporation making the proposal. Any Proposal may be rejected if it shows any omissions, alterations or irregu- larities or is indefinite or ambiguous in its meaning. 7. CERTIFICATE OR INDEPENDENT PRICE DETERMINATION: By submission of a bid or pro- posal, each bidder certifies that: a) The prices in the bid or proposal have been arrived at independently, with- out consultation, communication or agreement as to any matters relating to such prices with any other bidder or with any competitor for the purpose of restricting competition, b) The prices which have been quoted in the bid or proposal have not been or will not be knowingly disclosed to any other bidder or competitor prior to the opening of the bids or proposals, c) No attempt has been made or will be made by the bidder to induce any other person or firm to submit or not to submit a bid or proposal for the purpose of restricting competition. 8, PROPOSAL GUARA~~Y: No proposal will be considered unless accompanied by a guaranty of the character and amount indicated in the Proposal Form, 9. DELIVERY OF PROPOSAL: Each proposal shall be placed in an envelope and secure- ly sealed, The envelope shall be so marked as to indicate the name of ' the Bidder, Type of Work and the Project Desis~ation, All Proposals shall be in the office of the designated recipient before the time set for the opening of Proposals, 10, OPENING OF PROPOSAL: Proposals will be opened publicly and read aloud at the time, date and place designated in the "Advertisement for Bids", SECTION III EXECUTION OF CONTRACT 1, CONSIDERATION OF BIDS: The Owner reserves the right to reject any or all bids and to waive any defects or technicalities as it may deem advisable and in the best interests of the O'\voer, Comparisons '\vill be made on the basis of the correct sum- mation of item totals obtained from the unit prices bid. 2, M~ARD OF CO~~L~CT: Within 30 days after the opening of Proposals the ~vner will send to the successful bidder the necessary contract forms and a notice that the contract has been awarded him subject to the proper execution of the contract and the furnishing of proper bonds, G-3 3. CONTRACT BOND: Before the execution of the contract the successful bidder must furnish a public contractor's bond as required by Sec, 574.26, M,S.A" or Sec, 62.15, W.S.A., and all amendments and additions thereto. 4. EXECUTION OF CONTRACT: The successful Bidder shall, within 15 days after re- ceiving written notice of award, sign the necessary agreements entering into a con- tract with the Owner and return them to the Owner, No Proposal will be considered as binding on the ~'mer until the Contract has been approved. 5. FAILURE TO EXECUTE CONTRACT: Upon the failure of the successful Bidder to fur- nish an acceptable Bond or to execute the contract within the time above specified, the ~'mer may have the option to annul the award and retain the proposal guaranty accompanying the bid of the Bidder as liquidated damages, This shall not be the sole remedy of the Owner but upon default by the Bidder the Owner may adopt any legal remedy which it may see fit to adopt, 6. RETURN OF GUARANTY: All Proposal Guaranties except that of the low Bidder will be returned within 30 days after the date of the opening of Proposals, The Proposal Guaranty of the low Bidder will be returned upon receipt of the properly executed Contract and Bond, SECTION Dl DRAlHNGS, SPECIFICATIONS AND RELATED DATA 1, INTENT OF DRAWINGS A1~ SPECIFICATIONS: The intent of the Drawings and Specifi- cations is that the Contractor furnish all labor and materials, equipment and trans- portation necessary for the proper execution of the work unless specifically noted othenvise, The Contractor shall do all the work sho,vn on the Drawings and described in the Specifications and all incidental work considered necessary to complete the project in a substantial and acceptable manner, and to fully complete the work or improvement, ready for use, occupancy and operation by the ~vner. 2, CON~LICT: If there be conflicting variance between the Drrovings and the Speci- fications, the provisions of the Specifications shall control, In case of conflict between the General Conditions of the Contract or any modifications thereof and the Detailed Specification Requirements, the Detailed Specification Requirements shall control. In case of conflict between the Specific Requirements and the General Re- quirements of the Detailed Specifications, the Specific Requirements shall control. Special Provisions shall govern over both General Conditions of the Contract and the Detailed Specification Requirements. 3. DISCREPANCIES: Any ambiguity or discrepancy in the drawings and specifications, no matter how seemingly insignificant to the Contractor, shall be brought immedi- ately to the attention of the Engineer for clarification. Any Contractor who fails to bring any ambiguity or discrepancy of which it was or should hrcve been aware, shall assume the risk of loss of, and shall be allowed no claim for the misinter- pretation of the drrovings and specifications contrary to the intended interpreta- tion of the Engineer, G-4 4. ADEQUACY OF DRAWINGS AND SPECIFICATIONS: Responsibility for adequacy of the design and for sufficiency of the Drawings and Specifications shall be borne by the Owner, The complete requirements of the work to be performed under the Contract shall be set forth in Drawings and Specifications to be supplied by the Owner through the Engineer or by the Engineer as representative of the Owner, Drawings and Specifications furnished shall be in accordance with the Contract Documents and shall be true and accurate developments thereof. 5. ADDITIONAL INSTRUCTIONS: Further instructions may be issued by the Engineer during the progress of the "lOrk by means of Drmvings or othenvise to make more clear or specific the Drawings and Specifications or as may be necessary to explain or illustrate changes in the work to be done. 6. COPIES OF DRAWINGS AND SPECIFICATIONS FURNISHED: Except as provided for other- wise, five (5) copies of Drawings and Specifications shall be furnished to the Con- tractor without charge, 7, DRAWINGS AND SPECIFICATIONS AT JOB SITE: One complete set of all Drawings and Specifications shall be maintained at the job site and shall be available to the Engineer at all times. 8, OWNERSHIP OF DRAWINGS AND SPECIFICATIONS: All original or duplicated Dra~vings and Specifications and other data prepared by the Engineer shall remain the property of the Engineer, and they,shall not be reused on other work, but shall be returned to him upon completion of the work. 9. DIl1ENSIONS: Figured dimensions on the plans \7i11 be used in preference to scaling the Drawings, Where the work of the Contractor is affected by finish di- mensions, these shall be determined by the Contractor at the site, and he shall aSSume the responsibility therefor. 10, SAHPLES: All samples called for in the Specifications or required by the Engi- neer shall be furnished by the Contractor and shall be submitted to the Engineer for his review. Samples shall be furnished so as not to delay fabrication, allow- ing the Engineer reasonable time for the consideration of the samples submitted. a) Samples for Tests: Contractor shall furnish such samples of material as may be required for examination and test, All materials and worl~lanship shall be in accordance Hith approved samples. All samples of materials for tests shall be taken according to methods provided in the Specifications, 11. SHOP DFAWINGS: The Contractor shall provide shop draHings, settings, schedules and such other dra,.]ings as may be necessary for the prosecution of the ~,'ork in the shop and in the field as required by the Drawings, Specifications or Engineer's in- structions. Deviations from the DraHings and Specifications shall be called to the attention of the Engineer at the time of the first submission of shop drawings and other drawings for approval. The Engineer's review of any dra'vings shall not re- lease the Contractor from responsibility for such deviations, Shop Drawings shall be submitted by the Contractor after he has revieHed, checked and approved the data submitted to determine that they are in harmony ~,ith the requirements of the Project and ~vith the provisions of the Contract Documents and after he has verified all field measurements and construction criteria, ma- terials, catalog numbers and similar data, In submitting the Shop Drawings the Con- tractor is certifying that the work represented by the Shop Drawings is recommended by the Contractor and that his Guaranty ~vill fully apply, G-5 Shop Drawings shall be submitted according to the following schedule: a) Three copies shall be submitted with such promptness required to prevent delay of the work. b) The Engineer shall, within fourteen (14) days of the submittal of any shop drawings, return one copy to the Contractor marked with corrections and changes. c) The Contractor shall then correct the shop drawings to conform to the cor- rections and changes requested by the Engineer, d) Following completion of such corrections and changes, the Contractor shall furnish the Engineer two copies of the shop drawings conforming to the required cor- rections and changes. 12, QUALITY OF EQUIPMENT AND MATERIALS: In order to establish standards of quality, the Engineer has, in the detailed Specifications, referred to certain products by name and catalog number, This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design unless otherwise specifically stated in the Detailed Speci- fication Requirements or Special Provisions. a) The Contractor shall furnish the complete list of proposed desired substi- tutions prior to signing of the Contract, together with such engineering and catalog data as the Engineer may require. b) The Contractor shall ab ide by the Engineer I s recom;nendat ion \olhen proposed substitute materials or items of equipment are not recommended for installation and shall fJrnish the specified material or item of equipment in such case. All propos- als for substitutions shall be submitted in writing by the General Contractor and not by individual trades or material suppliers. The Engineer will review proposed substitutions and make his recorrnnendations in Hriting Hithin a reasonable time. 13, EQUIPMENT DATA: The Contractor shall furnish one copy of complete catalog data for every manufactured item of equipment and all components to be used in the work, including specific performance data, material description, rating, capacity, '\vorking pressure, material gage or thickness, brand name, catalog number and general type. a) This submission shall be compiled by the Contractor and reviewed by the Engineer before any of the equipment is ordered. b) Each data sheet or catalog in the submission shall be indexed according to specification section and paragraph for easy reference, c) After revie'\v, this submission shall become a part of the Contract, and may not be deviated from except upon written approval of the Engineer. d) Catalog data for equipment revieHed by the Engineer does not in any case supersede the Engineer's Contract Documents, The review of the Engineer shall not relieve the Contractor from responsibility for deviations from Drawings or Specifi- cations, unless he has in Hriting called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted, The Contractor shall check the work described by the catalog data with the Engineer's Contract Documents for deviations and errors. G-6 e) It shall be the responsibility of the Contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall order such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the Drawings and Specifications, f) Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent of the Drawings and Specifications, and to make all changes in the ,\"ork required by the different ar- ran~ement of connections, Equipment data shall be submitted by the Contractor after he has reviewed, checked and approved the data submitted to determine that they are in harmony with the requirements of the Project and with the provisions of the Contract Documents and after he has verified all field measurements and construction criteria, ma- terials, catalog numbers and similar data, In submitting the equipment data, the Contractor is certifying that the work represented by the shop drawings is,recom- mended by the Contractor and that his Guaranty '\vill fully apply. 14, SURVEYS: Unless otherwise specified, the Owner shall establish all base lines for the location of the principal component parts of the work together with a suit- able number of bench marks adjacent to the 'vork. Based upon the information pro- vided by the (h"ner, the Contractor shall develop and make all detail surveys neces- sary for construction, including batter boards, stakes for pile locations and other working points, lines and elevations. The Contractor shall have the responsibility to carefully preserve bench marks, reference points and stakes, and, in the case of destruction thereof by the Contractor or resulting from his negligence, the Contrac- tor shall be charged '\vith the expense and damage resulting therefrom and shall be responsible for any mistakes that may be ~aused by the unnecessary loss or distur- bance of such bench marks, reference points and stakes, SECTION V ENGINEER-m1NER-CONTRACTOR RELATIONS 1, ENGINEER'S RESPONSIBILITY AND AUTHORITY: The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnish- ed, work performed, rate of progress of HOrl~, interpretation of Drawings and Speci- fications and all questions as to the acceptable fulfillment of the Contract on the part of the Contractor, 2. ENGINEER'S DECISIONS: All claims of the O'\vner or the Contractor shall be pre- sented to the Engineer for decision '\vhich shall be made in '\'lriting 'I-lithin a reason- able time, All decisions of the Engineer shall be final except in cases where time and/or financial considerations are involved, which shall be subject to arbitration. 3. SUSPENSION OF WORK: The Owner shall have the authority to suspend the Hork, ,,,holly or in part, for such period or periods, as he may deem necessary, due to un- suitable weather or such other conditions as are considered unfavorable for prose- cution of the work, or failure on the part of the Contractor to carry out the pro- visions of the Contract or to supply materials meeting the requirements of the Spec- if icat ions, G-7 4. ARBITRATION AND CLAIMS: Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the work or the interpretation of the Contract Documents shall be referred initially to the Engineer for decision which he will render in writing within a reasonable time. Any claim, dispute or other matter that has been referred to the Engineer, ex- cept any which have been waived by the making or acceptance of final payment, shall be subject to arbitration upon the written demand of either party. However, no de- mand for arbitration of any such claim, dispute or other matter may be made until the earlier of the date on which the Engineer has rendered his written decision, or the tenth day after the parties have presented their evidence to the Engineer or have been given a reasonable opportunity to do so, if the Engineer has not rendered his written decision by that date. If a decision of the Engineer is made in writing and states that it is final but subject to appeal, no demand for arbitration of a claim, dispute or other matter covered by such decision may be made later than thirty days after the date on which the party making the demand received the decision, The failure to demand arbitra- tion within said thirty days' period will result in the Engineer's decision becoming final and binding upon the ~'mer and the Contractor. If the Engineer renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings unless the decision is acceptable to the parties concerned, Notice of the demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Engineer, The demand for arbitration shall be made within the time limits specified and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such claim, dispute, or other matter in question would be barred by the applicable statute of limitations, All claims, disputes and other matters in question ar1s1ng out of, or relating to, this Contract or the breach thereof, except for claims which have been waived by the making or acceptance of final payment, or barred by failure to demand arbi- tration within the time limits specified, shall be decided by arbitration in accord- ance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise, Pre- arbitration discovery shall be conducted in accordance with Rules 26 through 37 of the Federal Rules of Civil Procedure, The parties agree not to consolidate their arbitration proceedings with any such proceedings to which the Engineer is a party without the written consent of the Engineer, This agreement to arbitrate shall be specifically enforceable under the prevailing arbitration law, The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accord- ance with applicable law in any court having jurisdiction. The Contractor shall carryon the \~ork and maintain the progress schedule during any arbitration proceedings, unless othen~ise agreed by him and the ~.mer in writing. G-8 5. OBSERVATION OF WOIDe: All materials and each part or detail of the work shall be subject at all times to observation by the Engineer and the Owner, and the Contractor will be responsible for strict adherence to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract, Such observations may include mill, plant, or shop inspection, and any material furnished under these Specifications is subject to such observation, The Engineer shall be allo\-led access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make his observations and construction revi5v. 6. EXAMINATION OF CO}~LETED WOllie: If the ~'mer requests it, the Contractor at any time before acceptance of the \-lork shall remove or uncover such portions of the finished work as may be directed, After examination, the Contractor shall restore said portions of the work to the standard required by the Specifications. Should the \-lork thus exposed or examined prove acceptable, the uncovering or re- moving, and the replacing of the covering or making good of the parts removed shall be paid for as Extra Work, but should the \-lork so exposed or examined prove unac- ceptable, the uncovering, removing and replacing shall be at the Contractor's ex- pense, 7, CONTRACTOR'S SUPERINTENDENCE: A qualified superintendent, who is acceptable to the ~'mer, shall be maintained on the work and give efficient supervision to the ,'lOrk until its completion, The superintendent shall have full authority to act in behalf of the Contractor, and all directions given to the superintendent shall be considered given to the Contractor, In general, the Engineer's instruc- tions shall be confirmed in writing and al\-lays upon \vritten request from the Con- tractor, It shall be the responsibility of the Contractor's superintendent to coordinate the work of all the subcontractors, The superintendent shall be present on the site at all times required to perform adequate supervision and coordination, 8, L~NDS BY OWNER: The ~vner shall provide the lands shown on the Drawings upon \'lhich the Hork under the Contract is to be performed and to be used for rights- of-way for access, Any delay in furnishing these lands by the ~vner shall be deemed proper cause for adjustment in the Contract Amount and in the time of com- pletion, 9, LA~IDS BY CONTRACTOR: Any additional land and access thereto not shown on the Drrovings that may be required for temporary construction facilities or for storage of materials shall be provided by the Contractor \'lith no liability to the ~vner, The Contractor shall confine his apparatus and storage of materials and operation of his workmen to those areas described in the Drawings and Specifications and such additional areas which he may provide at his expense, 10, PRIVATE PROPERTY: The Contractor shall not enter upon private property for any purpose without obtaining permission, and he shall be responsible for the preservation of all public property, trees, monuments, etc" along and adjacent to the street and/or right-of-way, and shall use every precaution necessary to prevent damage or injury thereto, He shall protect carefully from disturbance or damage all monuments and property marks until an authorized agent has witnessed or othenvise referenced their location and shall not remove them until directed, G-9 The Contractor shall be solely responsible for verifying the exact location of all utilities. 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 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 detri- mental displacement, rupture or other failure. 11. ASSIGNHENT OF CONTRACT: The Contractor shall not sublet, sell, transfer, assign or othervlise dispose of the Contract or any portion thereof, or of his right title or interest therein, or his obligations thereunder, without \vritten consent of the ~vner, In case consent is given: the Contractor will be permitted to sublet a portion thereof, but shall perform Hith his Oivn organization, i.mrk amounting to not less than 50 percent of the total original contract cost. No subcontracts or transfer of contract shall release the Contractor of his liability under the Con- tract or Bonds. 12, REMOVAL OF CONSTRUCTION EQUIPNENT, TOOLS AND SUPPLIES: At the termination of this Contract, before acceptance of the i.mrk by the ~mer, the Contractor shall remove all of his equipment, tools and supplies from the property of the Owner, Should the Contractor fail to remove such equipment, tools, and supplies, the ~vner shall have the right to remove them, 13, SUS PENS ION OF WORK BY OHiIlER: The work or any portion thereof may be suspended at any time by the ~'mer provided that he gives the Contractor five (5) daysl written notice of suspension, Hhich shall set forth the date on which ioJOrk is to be resumed, The Contractor shall resume the Hork upon written notice from the ~vner and within ten (10) days after the date set forth in the notice of suspension. If the ~'mer does not give \vritten notice to resume work within ten (10) days of the date fixed in the notice of suspension, the Contractor may abandon that portion of the work so suspended and shall be entitled to payment in accordance with Section IX, Paragraph 11. 14, OWNERIS RIGHT TO COP~ECT DEFICIENCIES: Upon failure of the Contractor to perform the work in accordance \~ith the Contract Documents, including any re- quirements i'lith respect to the Schedule of Completion, and after five (5) days I i~ritten notice to the Contractor, the ~~ner may, Hithout prejudice to any other remedy he may have, correct such deficiencies. 15 . OWNER I S RIGHT TO TERNINA TE CONTP-ACT AND COMPLETE THE WORK: The Otvner sha 11 have the right to terminate the employment of the Contractor after giving ten (10) days' written notice of termination to the Contractor in the event of any default by the Contractor, In the event of such termination, the Owner may take possession of the Hork and of all materials, tools and equipment thereon and may finish the work by whatever method and means he may select, It shall be considered a default by the Contractor whenever he shall: G..lO a) Declare bankruptcy, become insolvent, or assign his assets for the benefit of his creditors, b) Disregard or violate important prov~s~ons of the Contract Documents or fail to prosecute the work according to the agreed Schedule of Completion, includ- ing extensions thereof. c) Fail to provide a qualified superintendent, competent workmen or sub- contractors, or proper materials, or fail to make prompt payment therefor. 16. CONTRACTOR'S RIGHT TO S US PEND lvORK OR TER1-UNATE CONTRACT: suspend work or terminate Contract upon ten (10) days' written and the Engineer, for any of the following reasons: The Contractor may notice to the ~vner a) If an order of any court, or other public authority caused the work to be stopped or suspended for & period of ninety (90) days through no act or fault of the Contractor or his employees. b) If the Engineer should fail to act upon any Request for Payment within twenty (20) days after it is presented in accordance \'lith the General Conditions of the Contract. c) If the ~vner should fail to act upon any Request for Payment within thirty (30) days after its approval by the Engineer, d) If the ~'mer should fail to pay the Contractor any sum within thirty (30) days after its award by ~rbitrators, 17, RIGHTS OF VARIOUS INTERESTS: Hherever 'Ivork being done by the ~mer' s forces or by other Contractors is contiguous to work covered by this Contract, the respec- tive rights of the various interests involved shall be established by agreement, to secure the completion of the various portions of the work in general harmony. 18. SEPARATE CONTRACTS: The ~Jner may let other contracts in connection with the work of the Contractor, TI1e Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work, It shall be the Contractor's responsibility to inspect &11 work by other Contractors affecting his \Jork and to report to the Engineer any irregularities \Jhich \.lill not permit him to complete his \Jork in a satisfactory manner. His failure to notify the Engineer of such irregularities shall indicate the \Jork of other Contractors has been satisfactorily completed to receive his work. The Contractor shall not be responsible for defects of which he could not have kn~Jn, \Jhich develop in the work of others after the work is completed, It shall be the responsibility of the Contractor to measure the completed \Jork in place and report to the Engineer immediately any difference between completed \'lOrk by others and the Dra,'lings. 19. SUB-CONTRACTS: Upon receipt of the executed Contract Docume~ts, the Con- tractor shall submit in writing to the ~vner the names of the subcontractors proposed for the Hork, Subcontractors may not be changed except at the request or Hith the approval of the Engineer, The Contractor is responsible to the ~vner G-ll for the acts and omissions of his subcontractors, and of their direct and indirect employees, to the same extent as he is responsible for the acts and omissions of his employees, The Contract Documents shall not be construed as creating any contractual relation between any subcontractor and the ~vner. The Contractor shall bind every subcontractor by the terms of the Contract Documents, a) For convenience of reference and to facilitate the letting of Contracts and subcontracts, the Specifications are separated into titled sections, Such separations shall not, however, operate to make the Engineer an arbiter to estab- lish limits to the contracts between Contractor and subcontractors. 20. WOPJK DURING AN EMERGENCY: The Contractor shall perform any work and shall furnish and install any materials and equipment necessary during an emergency endangering life or property, In all cases he shall notify the ~mer of the emergency as soon as practicable, but he shall not wait for the instructions before proceeding to properly protect both life and property. 21, ORAL AGREE}ffiNTS: No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be v1aived or modified by reason of any act \vhatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced iil any proceeding of any other waiver or modification, 22, NONDISCRHnNATION IN EHPLOY1::1ENT: For \'1Ork under this Contract the Contractor must agree: (1) That in the hiring of common or skilled labor for the performance of any work under this contract or any subcontract hereunder, no contractor, material supplier, or vendor, shall, by reason of race, creed or color, discriminate against the person or persons who are qualified and available to perform the work to which such employment relates; (2) That no contractor, material supplier, or vendor, shall, in any manner discriminate against, or intimidate, or prevent the employment of any person or persons, or on being hired, prevent or conspire to prevent any person or persons from the performance of the work under this Contract on account of race, creed or color, (3) Violation of this section shall be cause for cancellation or termination of this contract. SECTION VI }fATERIALS AND WORKHANSHIP 1. }fATERIALS FURNISHED BY THE CONTR.l\CTOR: All materials used in the \vork shall meet the requirements of the respective Specifications, and no material shall be G-12 used until reviewed by the Engineer, All materials not otherwise specifically indicated shall be furnished by the Contractor, 2, MATERIALS FURNISHED BY THE OWNER: ~~terials specifically indicated shall be furnished by the Owner. The fact that the Owner is to furnish material is con- clusive evidence of its acceptability for the purpose intended, and the Contractor may continue to use it until otherwise directed. If the Contractor discovers any defects in material furnished by the Owner, he shall notify the Engineer, Unless otherwise noted or specifically stated, materials furnished by the Owner, which are not of local occurrence, are considered to be f,o.b. the nearest railroad station. The Contractor shall be prepared to unload and properly protect all such material from damage or loss. The Contractor shall be responsible for material loss or damage after receipt of material at the point of delivery, 3. STORAGE OF MATERIALS: Materials shall be so stored as to insure the preserva- tion of their quality and fitness for the work. When considered necessary, they shall be placed on wooden platforms or other hard, clean surfaces, and not on the ground, and/or they shall be placed under cover, Stored materials shall be located so as to facilitate prompt inspection. Private property shall not be used for stor- age purposes without the written permission of the Owner or lessee. 4. CHARACTER OF WORK}lliN: The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors, All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to them. Any foreman or workman employed by the Contractor or subcontractor who does not perform his work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate manner shall, at the written request of the ~vner, be discharged immediately and shall not be employed again in any portion of the work without the approval of the Owner, 5. REJECTED WORK AND MATERIALS: All materials which do not conform to the require- ments of the Contract Documents, are not equal to samples reviewed by the Engineer, or are in any way unsatisfactory or unsuited to the purpose for which they are in- tended, shall be rejected, Any defective work whether the result of poor workmanship, use of defective materials, damage through carelessness or any other cause shall be removed within ten (10) days after written notice is given by the Owner, and the work shall be re-executed by the Contractor. The fact that the Engineer may have previously overlooked such defective work shall not constitute an acceptance of any part of it, a) Should the Contractor fail to remove rejected work or materials within ten (10) days after written notice to do so, the Owner may remove them and may store the materials. b) Correction of Faulty Work After Final Payment shall be in accordance with Section IX, Paragraph 20, 6, MANUFACTURER'S DIRECTIONS: Manufactured articles, material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer. 7, CUTTING AND PATCHING: The Contractor shall do all necessary cutting and patching of the work that may be required to properly receive the work of the various trades or as required by the Drawings and Specifications to complete the structure, He shall restore all such cut or patched work as approved by the Engineer, Cutting of existing structure that shall endanger the work, adjacent property, workmen or the public shall not be done. G-13 8. CLEANING UP: The Contractor shall remove from the ~vner's property, and from all public and private property, all temporary structures, rubbish, and waste materials resulting from his operation or caused by his employees, and shall remove all surplus materials leaving the site smooth, clean and true to line and grade, 9. GUARANTY PERIOD: If within the time prescribed by law or by the terms of any applicable special guarantees required by the contract documents, any of the work is found to be defective or not in accordance ,'7ith the contract documents, the Contractor shall correct it promptly after receipt of a written notice from the ~'mer to do so unless the ~vner has previously given the Contractor a specific written acceptance of the particular defective or nonconforming condition. The ~vner shall give prompt notice after discovery of the condition, Unless othenvise noted in the Contract Documents, the Contractor shall guarantee all equipment furnished by him for a period of one year from the date of written acceptance of the work or project. The Contractor's performance bond delivered to the ~mer under this agreement shall assure Contractor's performance of these guaranteed provisions, SECTION VII I11SURANCE, LEGAL RESPONSIBILITY AND PUBLIC SAFETY 1, INSURANCE: The Contractor shall secure and maintain such insurances from an insurance company authori.zed to \vrite casualty insurance in the State \vhere the work is located as will protect himself, his subcontractors, and the ~'mer and Engineer from claims for bodily injury, death or property damage which may arise from operations under this Contract, The Contractor shall not commence work under this Contract until he has obtained all insurance required under this paragraph and shall have filed the certificate of insurance or the certified copy of the insurance policy with the ~'mer and Engineer, Each insurance policy shall contain a clause providing that it shall not be cancelled by the insurance company \'7ithout ten (10) days I v7ritten notice to the ~'mer and Engineer of intention to cancel, The amounts of such insurance shall be not less than the following: a) Worlcrnen's Compensation and Employer's Liability Insurance: Shall be secured and maintained as required by the State ,vhere the work is located. b) Public Liability, Personal In;ury, and Property Damage: 1. Injury or death of one person ",.,...,." .".""".",.,.$250,000 2, Injury to more than one person in a single accident, ",..,.500,000 3. Property damage ".,..,.,.".',.".".,'..".,..",.,.,.",. 200,000 X-C-U Hazards: Of same limits as above. Under this provision it is required that basic exclusions for explosion, collapse, and underground hazards be removed from the policy, and so indicated as covered in the declarations and on certificates of insurance. c) Dutomobile and Truck Public Liability, Personal In;ury and Property Damage, including ~lned and Non-owned Vehicles: 1. Injury or death of one person ,..,..,.,..,...,..,...""., $250,000 2, Injury to more than one person in a single accident ,.,.., 500,000 3. Property damage, ,. "",. .,....."."" ,....".',..',.'. 100,000 d) Builder's Risk "All-Risk" Insurance: Before commencement of the ,vork, the Contractor shall submit written evidence that he has obtained, for the period of the Contrac t, Builders' Risk "All-Risk" Completed Value Insurance coverage e'~c lud- ing Flood upon the entire project ,'7hich is the subject of this Contract and includ- ing completed work and work in progress. Such insurance shall include as Additional Named Insureds: the ~mer; the Engineer and his consultants; and each of their officers, employees and agents; and any other persons with an insurable interest G-14 designed by the ~'mer as an Additional Named Insured, Such insurance may have a deductible clause but amount of deductible shall not exceed $250,00. 2. INDE}lliITY: The Contractor shall indemnify and save hamrless the ~'mer, the Engineer and his consultants, and each of their officers and employees and agents, from and against all losses and all claims, demands, payments, suits, actions, re- coveries and judgments of every nature and description brought or recovered against him by reason of any omission or act of the Contractor, his agents or employees, in the execution of the work or in the guarding of it. The Contractor shall obtain in the name of the ~'mer and Engineer and shall maintain and pay the premiums for such insurance in the same amount as specified above for Contractor1s liability, and with such provisions as will protect the ~'mer and Engineer from contingent liability under this Contract and a copy of such insurance policy or policies shall be de- livered to the ~vner and Engineer, Full compliance by the ~vner and Engineer with the terms and provisions of such insurance policy or policies shall be a condition precedent to the ~vner's and Engineer's right to enforce against the Contractor any provisions of this Article. The risks assumed by Contractor under this paragraph shall be insured under an ~vnerls and Engineer's protective contingent public lia- bility policy provided for in this contract. 3, FIRE INSURANCE: In addition to such Fire Insurance as the Contractor elects to carry for his own protection, he shall secure and maintain in the name of the ~'mer policies upon such structures and material and in the amount of the completed value of the structure on which work of this contract is to be done. The policies shall be secured from a company which is satisfactory to the ~'mer and delivered to the ~'mer. L" PERFOID'~NCE BO~~: The Contractor shall, at the time of his execution of the Contract, furnish a corporate surety bond in the sum equal to the Contract Amount, The form of the bond shall be as the ~vner may prescribe and with a Surety Company authorized to do business in the State where the work is located. 5. PATENTS A}ID ROYALTIES: If any design, device, material or process covered by letters patent or copyright is used by the Contractor, he shall provide for such use by legal agreement with the ~'mer of the patent or a duly authorized license of such ~.mer, and shall save harmless the ~'mer and Engineer from any and all loss or ~~pense on account thereof, including its use by the ~vner. 6, PER}IITS: All permits and licenses necessary for the prosecution of the work shall be secured by the Contractor, 7. LAWS TO BE OBSERVED: The Contractor shall give all notices and comply with all Federal, State and Local laws, ordinances and regulations in any manner affecting the conduct of the work, and all such orders and decrees as exist, or may be enacted by bodies or tribunals having any jurisdiction or authority over the work, and shall indemnify and save harmless the ~'7ner and Engineer against any claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, order or decree, whether by himself or his employees, 8, WARNING SIG}~ AND BARRICADES: The Contractor shall provide adequate signs, barricades, colored lights and watchmen and take all necessary precautions for the protection of the work and the safety of the public, All barricades and obstructions shall be protected at night by colored signal lights which shall be kept burning from sunset to sunrise, Barricades shall be of substantial construction and shall be painted white or 'vhitewashed to increase their visibility at night, Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades, or detours exist, G-15 9, PUBLIC CONVENIENCE: The Contractor shall at all times so conduct his work as to insure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the work, and to insure the protection of persons and property. No road or street shall be closed to the public except with the permission of the Engineer and proper governmental authority. Fire hy- drants on or adjacent to the work shall be kept accessible to fire-fighting equip- ment at all times. Temporary provisions shall be made by the contractor to insure the use of sidewalks and the proper functioning of all gutters, sewer inlets, drain- age ditches and irrigation ditches, which shall not be obstructed. 10, SAFETY: In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property affected directly or indirectly by his operations during the performance of the work. This requirement shall apply continuously 24 hours per day until acceptance of the work by the Owner and shall not be limited to normal working hours. The Contractor shall be solely responsible for adgerence to all laws and regu- lations including OSHA Standards which apply to the work and safety at the con- struction site, The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. 11, CROSSING UTILITIES: When new construction crosses highways, railroads, streetE or utilities under the jurisdiction of State, County, City or other public agency, public utility or private entity, the Contractor shall secure written permission from the proper authority before executing such new construction. A copy of this written permission must be filed with the Owner and Engineer c.;fore any work is done, The Contractor will be required to furnish a release from the proper author- ity before final acceptance of the work, 12, SANITARY PROVISIONS: The Contractor shall provide and maintain such sanitary accommodations for the use of his employees and those of his subcontractors as may be necessary to comply with the requirements and regulations of the local and State departments of health, 13, PRESERVATION OF HISTORICAL OBJECTS: iihere historical objects of archeological or paleontological nature are discovered within the areas on which the Contractor's operations are in progress, the Contractor shall restrict or suspend his operations in the immediate area of the discovery as may be necessary to preserve the dis- covered obj~cts, The objects shall become the property of the Owner who shall make arrangements for their disposition or has recorded the desired data relative there~ Payment for suspended operations shall be made 1n accordance with paragraph l~ Section IX. SECTION VIII PROGRESS AND COMPLETION OF WORK 1. NOTICE TO PROCEED: Following the execution of the Contract by the Owner, and delivery to the Contractor, the Contractor shall begin and shall prosecute the work G-16 regularly and uninterruptedly thereafter (unless othe~vise directed in writing by the (k-mer) \vith such force as to secure the completion of the \vork \vithin the time stated in the Proposal, 2. CONTRACT TIlffi: The Contractor shall complete, in an acceptable manner, all of the work contracted for in the time stated in the Proposal. 3, SCHEDULE OF COMPLETION: Tee Contractor shall submit, at such time as may reasonably be requested by the Engineer, schedules which shall show the order in which the Contractor proposes to carryon the work, \vith dates at which the Con- tractor will start the several parts of the work and estimated dates of completion of the several parts. 4, CHANGES IN THE HOme: The ~mer may. as the need arises, order changes in the work through additions, deletions or modifications without invalidating the Con- tract, Compensation and time of completion affected by the change shall be ad- justed at the time of ordering such change, 5. EXTRA WORK: New and unforeseen items of work found to be necessary and which cannot be covered by any item or. combination of items for which there is a Con- tract price shall be classed as Extra Work, The Contractor shall do such Extra Work and furnish such materials as may be required for the proper completion of construction of the \vhole work contemplated upon vrritten order from the (k-mer as approved by the Engineer, In the absence of such written order, no claim for Extra Work shall be considered. Extra Work shall be performed in accordance with these Specifications where applicable and work not covered by the Specifications or Special Provisions shall be done in accordance with the best practice and in a worlcmanlike manner, Extra Work required in any emergency to protect life and property shall be performed by the Contractor as required. 6. EXTENSION OF CONTRACT TI}ffi: A delay beyond the Contractor's control occasioned by an Act of God, or act or. omission on the part of the (k.mer or by strikes, lock- outs, fire, etc., may entitle the Contractor to an extension of time in which to complete the work as determined by the (k-mer, provided, hmvever, that the Contractor shall immediately give written notice to the (k,mer of the cause of such delay, 7, LIQUIDATED DAMAGES: Time being an essential element of the Contract, it is agreed that the ~mer will be entitled to damages for failure on the part of the Contractor to complete the \vork within the prescribed time, Should the Contractor neglect, refuse or othenvise fail to complete the project on or before the specified date, liquidated damages in the amount speci- fied in the Special Provisions plus engineering costs shall be deducted from any m monies due or coming due to the Contractor or shall be paid to the Ck-mer not as a penalty but as liquidated damages for each and every calendar day that the con- tract shall be in default after the specified date, Liquidated damages are spec- ified her2in because of the extreme difficulty of ascertaining and establishing the actual damages which the (k'mer would sustain. 8. USE OF C01~LETED PORTIO~m: The (k,mer shall have the right to take possession of and use any completed or partially completed portions of the ",ork, notwithstand- ing that the time for completing the entire work or such portions may not have ex- pired; but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents, If such prior use G-17 increases the cost of or delays the completion of uncompleted work or causes re- finishing of completed work, the Contractor shall be entitled to such extra compen- sation, or extension of time or both, as the Owner ~y determine, SECTION IX MEASUREMENT AND PAYMENT 1. DETAILED BREAKDOWN OF CONTRACT AMOUNT: Except in cases where unit prices form the basis for payment under the Contract, the Contractor shall within ten (10) days of receipt of Contracts submit a complete breakdown of the Contract Amount showing the value assigned to each part of the \vork, including an allowance for profit and overhead. Upon approval of the breakdo\m of the Contract Amount by the Engineer, it shall be used as the basis for all Requests for Payment, 2. REQUEST FOR PAYMENT: The Contractor may submit periodically but not more than once each month a Request for Payment for work done and materials delivered and stored on the site. The Contractor shall furnish the Engineer all reasonable fa- cilities required for obtaining the necessary information relative to the progress and execution of the work. Payment for materials stored on the site will be condi- tioned upon evidence submitted to establish the Owner's title to such materials, Each Request for Payment shall be computed from the work completed on all items listed in the Detailed Breakdown of Contract Amount, less 10% to be retained until final completion and acceptance of the work, and less previous payments. Where unit prices are specified, the Request for Payment shall be based on the quantities completed. 3. ENGINEER'S ACTION ON A REQUEST FOR PA~lliNT: Within twenty (20) days of submis- sion of any Request for Payment by the Contractor, the Engineer shall: a) Approve the Request for Payment as submitted, b) Approve such other amount as he shall consider is due the Contractor, inform- ing the Contractor in writing of his reasons for approving the amended amount. c) Withhold the Request for Payment, informing the Contractor in writing of his reasons for withholding it, 4, OWNER'S ACTION ON AN APPROVED REQUEST FOR PAYMENT: Within thirty (30) days from the date of approval of a Request for Payment by the Engineer, the Owner shall : a) Pay the Request for Payment as approved, b) Pay such other amount in accordance '-7ith Section IX, Paragraph 5 as he shall decide is due the Contracto~, informing the contractor and the Engineer in writing of his reasons for paying the amended amount, c) Withhold payment in accordance with Section IX, Paragraph 5 informing the Contractor and the Engineer of his reasons for withholding payment, G-18 5, OImER 1 S RIGHT TO HITHHOLD PAY1:'lENT OF AN APPROVED REQUEST FOR PAYMENT: The Owner may withhold payment in ,'Ihole or in part on an approved Request for Payment to the eX~~Dt necessary to protect himself from loss on account of any of the following causes discovered subsequent to approval of a Request for Payment by the Engineer: a) Defective work, b) Evidence indicating t~e probable filing of claims by other parties against the Contractor, c) Failure of the Contractor to make payments to subcontractors, material suppliers or labor, d) Damage to another Contractor, 6, I.NTEKEST ON UNPAB REQUESTS FOR PA'I:11E~T: Should the O,mer fail to pay an ap- proved Request for payment within thirty (30) days from the date of approval by the Engineer, and should he fail to inform the Engineer and the Contractor in writing of his reasons for withholding payment, the Owner shall pay the Contractor interest on the amount of the Request for Payment at the rate or six percent (6%) per annum until payment is made, 7, RESPONSIBILITY OF THE CONTRACTOR: Unless specifically noted otherwise, the Con- tractor shall rurnish all materials and services and perform all the work described by the Contract Documents or shall have all materials and services furnished and all the work performed at his expense, It shall be the Contractor's responsibility to pay for: a) Replacement of survey bench marks, reference and stakes provided by the O,-mer under Section IV., Paragraph 4, b) Lands by Contractor provided in accordance with Section V, Paragraph 9, c) Insurance obtained in acc0rdance with Section VII, paragraphs 1 and 2, d) Fire Insurance obtained in accordance with Section VII, Paragraph 3, e) perrormance Bond obtained in accordance with Section VII, Paragraph 4, f) Royalties required under Section VII, paragraph 5, g) Permits and Licenses required of the Contractor and all subcontractors. 8, PAYl"'iliNT FOR UNCORRECTED HORK: Should the O,-mer direct the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Documents, and equitable deduction from the Contract Amount shall be made to compensate the Q'\mer for the uncorrected ,york, 9. PATI1ENT FOR REJECTED HORK AND l'iATERIALS: The removal of 'iyork and materials re- jected under Section VI, Paragraph 5 and the re-execution of acceptable work by the Contractor shall be at the expense of the Contractor, and he shall pay the cost of replacinz the work of other Contractors destroyed or damaged by the removal of the rejected ,york or materials and the subsequent replacement of acceptable work, G-19 Removal of rejected work or materials and storage of materials by the OWner in accordance with Section VI, Paragraph 5 shall be paid by the Contractor within thirty (30) days after written notice to pay is given by the Owner, If the Con- tractor does not pay the expenses of such removal and after ten (10) days written notice being given by the O\mer of his intent to sell the materials, the Owner may sell the materials at auction or at private sale and shall pay to the Contractor the net proceeds therefrom after deducting all the costs and expenses that should have been borne by the Contractor, 10, PAYMENT FOR INCREASED OR DECREASED QUANTITIES: Whenever the quantity of any item or work as given in the Proposal shall be increased or decreased, payment for such item will be made on the basis of actual quantity completed, at the contract price for such item, 11, PAYMENTS FOR EXTRA HaRK: Hritten notices of claims for payments for Extra Work shall be given by the Contractor within ten (10) days after receipt of instruc- tions from the Owner to proceed with the Extra Work and also before any work is commenced, except in emergency endangering life or proper-ty, No claim shall be valid unless so made. In all cases, the Contractor's itemized estimate sheets showing all labor and material shall be submitted to the Owner, The O,mer's order for Extra Hork shall specify any extension of the Contract Time and one of the follo,,,ing methods of payment: a) Unit prices or combinations of unit prices which formed the basis of the original Contract, b) A lump sum based on the Contractor's estimate, approved by the Engineer and accepted by the Owner, c) Actual cost plus 15% for overhead and profit, 12, PAYl'iENT FOR HORK SUSPENDED BY THE O\.lNER: If the ,-IOrk or any part thereof shall be suspended by the Owner and abandoned by the Contractor as provided in Section V, paragraph 13, the Contractor will then be entitled to payment for all Ylork done on the portions so abandoned, No payment will be made for work deleted from the project ,,,hich has not been started by the Contractor, 13, PAYl'1ENT FOR HORK BY THE OWNER: The cost of the work performed by the Owner in removing construction equipment, tools and supplies in accordance with Sec- tion V, Paragraph 12 and in correcting deficiencies in accordance with Section V, Paragraph 14 shall be paid by the Contractor, 14, PAYMENT FOR HORK BY THE OWNER FOLLO\~ING HIS TERtlINATION OF THE CONTRACT: Upon termination of the Contract by the O\"ner in accordance with Section V, Para- graph 15, no further payments shall be due the Contractor until the work is com- pleted, If the unpaid balance of the Contract Amount shall exceed the cost of com- pleting the work including all overhead costs, the excess shall be paid to the Contractor, If the cost of completing the work shall exceed the unpaid balance, the Contractor shall pay the difference to the O\"ner, The cost incurred by the Owner, as herein provided, and the damage incurred through the Contractor's defaul~ shall be approved by the Engineer and certified by the O\vner, G-20 15, PAYMENT FOR HORK TERMINATED BY THE CONTRACTOR: Upon suspensian .of the work or terminatian of the Contract by the Cantractor in accardance with Sectian V, Paragraph 16, the Cantractor shall recover payment from the Ovnner for the wark perfarmed, plus lass on plant and materials, plus established profit and damages. 16, PAY11ENT FOR SAMPLES AND TESTING OF HATERIAIB: Samples furnished in accordance with Sectian IV, Paragraph 10 shall be furnished by the Cantractor at his expense, a) Testing of samples and materials furnished in accardance with Section IV, Paragraph 10 shall be arranged and paid for by the Ovvner, 17, RELEASE OF LIENS: The Contractor shall deliver to the Ovvner a camplete re- lease of all liens .or public Contractor1s band claims arising out of this contract before the retained percentage .or before the final Request for Payment is paid, If any liens or public Cantractor1s bond claims remain unsatisfied after all payments are made, the Contra~tor shall refund ta the Ovvner such amounts as the Ovvner may have been compelled ta pay in discharging such liens or public Contractor1s bond claims including all costs and a reasanab1e attarney1s fee, 18. ACCEPTANCE AND FilIAL PAYNKNT: Hhen the Contractar shall have completed the wark in accordance with the terms of the Contract Documents, the Engineer shall certify his acceptance to the Ovnner and his approval of the Contractor1s final Request for Payment, which shall be the Contract Amount plus all appraved additions less all approved deductions and less previous payments made, The Contractar shall furnish evidence that he has fully paid all debts for labor, materials and equip- ment incurred in cannection with the work, following which the Ovvner shall accept the work and release the Contractar except as ta the conditions of the Perfarmance Bond, any legal rights of the Ovmer, required guarantees, and Correction of Faulty Work after Final Payment and shall authorize payment of the Contractor's final Request for Payment, The Contractor must allaw sufficient time between the time .of completion of the work and approval of the final Request for Payment for the Engineer to assemble and check the necessary data. Before final payment is made, the Cantractor shall make a satisfactory showing that he has paid the state income tax 'tvithheld from 't,;rages paid to the Contractor I s employees far work performed under the contract. 19. CORRECTION OF FAULTY HORK AFTER FINAL PAYMENT: The approval of the final Request for Payment by the 1ngineer and the making of the final payment by the Ovvner to the Contractor shall not relieve the Cantractor of responsibility for faulty materials or workmanship, The Ov,mer shall promptly give notice of faulty materials or workmanship and the Contractor shall promptly replace any such defects discovered 'tvith such time as may be prescribed by la't-T or by the terms of special guarantees required by the Contract Documents, The Engineer shall decide all questians arising under this paragraph and all such decisians shall be subject ta arbitratian. G-21 FORM OF AGREEHENT THIS AGREEMENT, made and signed this 29th between the City of New Hope. Minnesota. Arnold Beckman .Inc. day of August , 19~, by and hereinafter called the "Owner" and hereinafter called the IIContractor". THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the consideration hereinafter stated, agree as follows: ARTICLE I. The Contractor hereby covenants and agrees to perform and execute all the provisions of the plans and specifications as prepared by Bonestroo, Rosene, Anderlik & Associates, Inc" of St. Paul, Minnesota, and indicated below under Article IV, as provided by the Owner for: 1975 Sidewalk Improvements Project No. 298 - New Hope, },In. and to do everything required by this agreement and the contract documents. ARTICLE II, The Contractor agrees that the work contemplated by this contract shall be fully and satisfactorily completed on or before November 1, 1915-- ARTICLE III, The Owner agrees to pay and the Contractor agrees to receive and ac- cept payment in accordance with the prices bid for the unit or lump sum items as set forth in the conformed copy of Proposal Form hereto attached, which prices shall conform to those in the accepted Contractor1s Proposal on file in the Office of the Clerk, City of New Hope~ YlIl., the aggregate of which prices, based on the approxi- mate schedule of quantities, is estimated to be $223.019.00* - - - Monthly and final Ra~ent shall be made as p~ovided in the General Conditions. *Base Bid - $217,320.50 + One-half of Alt. No.1 - $5,698.50 = $223,019.00 ARTICLE IV, The Contract Documents shall consist of the following component parts: 1, The Proposal Form (conformed copy) 2, General Conditions of the Contract 3, Special Provisions, (if any) 4, Specifications 5. Plans and dravlings wh ich are at tached fied as Sheets 1 through 11 for: 6. Addenda No.~through~ 7. Contract Bond 8. This Agreement This agreement, together with the documents hereinabove mentioned, form the Contract and all documents are as fully a part of the Contract as if attached hereto or here- in repeated, to the Specificat ions or which are 1975 Sidewalk Improvements - Proj. New Hope, Minnesota identi- 298 IN WITNESS WHEREOF, the parties to this agreement have hereunto set their hands and seals as of day year first above written, The City Of~~' Mn. By~-Rf '~[a/ / '! By 0 ~v h iL~V1 Arnold Beckman Inc.- ,/ CONTRACTOR .... $ / ./ c._-;-,7~C:::'--.'7':::.//'::7<::_.~-;:ti:-':. .... . By ___",~;, ..~/. /~~f-' A _-=____ ;~u',,' L//,~,-- ,/" ',c',./" '_... / ... , /! --- 1/ A ./ .~<:'!.//~&.;?V.../f.:~~~&-~.z! _T IT LE n . /./.7, . !-A::J../ru/V!:(!AcJ Is Iv'.AYOR (Sea 1) ATTEST: -? (Sea 1) In th~ presence of: ,.. / I ./' I " J.-47,d'//"k _.~-h;/~.-J0;;" /7~~~ /?-//'-t;~, _.~/. /)' \ ,...7 ;.""i...--(_~J''---', .., .""i"",..-'('_.i-"'2 ,/ \. ._/ G-22 PERFORHANCE AJ."rD PAYl:1El\TT BOND KNOW ALL MEN BY THESE PRESENTS that we, Arnold Beckman Inc. , as principal andTB~ TRAVELERS I~IDE&mITY (a corporation certified by the Minnesota Commissioner of Insurance and authorized COMP~~ to 3ct as a surety as provided in Minnesota Statutes Sec. 71,31 and 574.15)a Surety, are held and firmly bound unto the City of New Hope, Minnesota, a Minnesota municipal corporation, hereinafter called the "0bligee, II for the use of the Obligee and of all persons and corporations doing work or furnishing skill, tools,machinery, materials or insurance premiums, or equipment or supplies, for any camp maintained for the feeding or keeping of men and animals engaged under, or for the purpose of, the contract described below, in the amount of Two Hundred Twenty-three Thousand, Nineteen and No/l00ths* - - - - Dollars ($223,019.00*), for the payment of which well and truly to be made we bind ourselves, and each of us, and our, and each of our, successors and assigns, jointly and severally~ firmly by these presents, *Base Bid of $217 320.50 + one-half of Alt. No. 1 ~5,698.S0 = $223,019.00. HHEREAS the Frincipal has entered into a \.,ritten contract with the Obligee dated August 29, , 19~, for 1975 Sidewalk Improvements - Proj. 298 the regularity and validity of which is hereby affirmed and for which a bond is re- quired by Minnesota Statutes Section 574.26; NOW THEREFORE, if the Principal shall perform and complete said contract in accordance with its terms and shall pay, as they may become due, all just claim for such work, tools, machinery, skill, materials, insurance premiums, equipment and supplies, and shall save the Obligee harmless from all costs and charges that may occur on account of the doing of the work specified and for the enforcing of the terms of this bond if action is brought hereon, including reasonable attorney fees, in apy case where such action is successfully maintained and for the compliance with the laws appertaining thereto, then this bond shall be void, but otherwise shall remain in full force and effect, No assignment, modification, or change in the contract, or change in the work covered thereby, nor any extension of time for completion of the contract, shall release the Surety on this bond. 7;4 017' =--~ day of a-i4-L~d>~ /' 19 7:S: Sealed with our seals and dated this Witnesses to Contractor's signature: /'J Arnold Beckman Ine. .'. , princ ipal (Name otG6ntractor) ///'/ .,/./ .. /// / .... /// ~./ /. /..// /.! - /,' ,/ /'/~"" (""" /,~ / ~ ".- ,---.- Bv/ /. ...fL,~~..0t>/--~/ /'---,,/4~/ ./__ __.N J! .N V~__/' "./ . .. / .-:_._,_,,_,._- -. . / Inn' "t..:~ 1 /, I.... ", .-L- /i. .---/ ",/ .// U ~n--J:'i.LeUo s, .p'/ . ts A/-e.'--?tP~--0-4 f' /~,lc...!:.d.~,,--.~~:?~ / . ,~ - Wit;.pess t05;uret~' s Signature: - , --r-: .., Ii /r:- / \..~u- .f ,'0" ,U;, / J;) --_,;:L.. '..,/:J';/ /1/>- j X'~-" j' IV"!" ~~ <:! "..-? /l . .~.'/.' v., ...... .,.,. _"... ~..rj .../ F; ....,., If ~ / Its / /. ,/ ;1 ~l' . #' 4t2/u--;;~../ C f't(,~,--z;t; . ( "'- By R. E lTY CmlPAtlY Surety /[ r It's Attorney-in-Fact G-23 I - I I I I I I I I I I I I I I I I I I State of T:fINNESOTA County of CHISAGQ } ss. 7 / I f f On this 29th day of August : 19-25..., before me personally came R, 1-i. Frank to me known, who being by me duly sworn, did depose and say: that he is Arrome" - , l _ _ Indemnity .Company, t~e Corporation described in and which executed the foregoing instrumen/;~~~n-r~~ 0, I h: I r~Y~lers seal of sOld C~rporatlon; that the seal affixed to said instrument is such corporate seal. tha. jf ~,., ~ ,now s the granted to h:Lm in accordanr-,,> wi.h 'he By-Law f.ll- "d C. J' I. uS so oiilxed oy authority -~ If. ISO me sal orporet1on and the. he -" d h' thereto by like authority. ' :. I -! )!9ne :LS name ~~~~.u.~~A~flJ!,;U;t,uaa';a"A'u,,~, J: .ft:.~/ /1' <If .-:--_X '~/ ,.1 ./ ~ .~ LINDA K. FRENCH ,. . ~ ,,-.~ /. / .. (i... f j ~fOTA~~~~~~c~~~~~SOTA ~ ~/.c " , "" 'C:::;'P:,,'kJ ~ . . '.. My Commission Expires July 18, 1981 ~ ~f"l"f'{'t.'1HH'!n'1'r"I'f'1'r"'~X i'v\y commission expires 5-498 Rev. 2-53 PRINTED IN U.S,A, (For use where Contractor is a corporation) STATE OF MINNESOTA COUNTY OF CHISAGO )SS ) On this 29t~ay of August Dan Nichols ~ to me personally known who, being by me duly sworr, did say that respectively the Sec,-Treas, of ARNOLD BEC:KMP..N, lNC, that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument \Vas executed in behalf .of the corporation by authority or its Board or Directors, and said Dan Nichols 8ne ackno\vledged the ins trumen t, to be the free ac t (1 / / " / /~, ,11 of j ...d./~J j /]crl'- ~~//L0'L~'- \ . /~;/ ...... Notary Public ,l9~,before me personally appeared be is ehe,.-tl:~e- and deed of said corporation. )(j\...UAtu.,'U_A:'\A....;\;vA'\.AA.">>~~:J( ~ ~-. UND.i\ l~. FRENCH ~ -< .6" .~ :> ~ .#;:"'~i~ NOTARY PUBliC. M;NNESOTA > ... . ""-.."- r." ~. ~n COIU NTv ~ -< \~j;,.~ ....i.,.~;.:..\.::"'" !..t. (No aar~cf1 ee@fF~jssion Expires July ~~ ~ff'l'f7'H'W"'In'(nV"l'f'f . 1 TO\ver Square, Hartford, Connecticut Home Office Address 840 Builders Exchange Bldg, Minneapolis, Minnesota 55402 Address of Local Agency THE TRAVELERS lfolUElYlNITY COf1P .ANY Full Name of Surety Company Cobb-Strecker- Dunphy & Zinnnermann Name of Local Agency R. W. Frank 4 Name of Attorney-in-fact ~ If this bond is executed outside of the State or Minnesota, it must be countersigned on the Performance Bond by a Minnesota resident agent of the Surety Company. Name of Agent affixing countersignature Address MEMORfu~D~1: Affix here Power of Attorney and Ackno\vledgment of Corporate surety, G-24 The Travelers Indemnity Company Hartford, Connecticut POWER OF ATTORNEY KNOW ALL MEN BY TEESE PRESENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby make, constitute and appoint Richard vi. Dunphy, Bruce N, Telander, w, S. Bennett, R, vi. Fra.Tlk, C, H. Nordeen, JoJ:;..n A, Larson, John p, Martinsen, all of .Minneapolis, Ydnnesota, E..I\.CIi its true and lawful Attorney(s)-in-Fact, with full power and authority, for and on behalf of the Company as surety, to execute and deli:ver and affix the seal of the Company thereto, if a seal is required, bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof, as follows: * lID,y and all bonds, undertakings, recognizances, consents of surety or other :Vl!'i tten obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby, and all of the acts of said Attorney(s)- in-Fact, pursuant to these presents, are hereby ratified and confirmed, This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and. effect: ARTICLE IV, SECT!OS 13. The Chairman of the Board, the President, the Chairman of the Finance Committee, an"y Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, any Secretary or any Department Secretary may appoint attorneys-in-fact or agents with pO\ver and authority, as defined or limited in their respective powers of attorney, for and on behalf of the Compan~y to e.xecute and deliver, and affix the seal of the Company thereto, bonds, undertakings, recognizances, consents of surety or other \vritten obligations in the nature thereof and any of said officers may remove any such attorney-in~fact or agent and revoke the power and authority given to him. ARTICLE IV, SECTIOK 15. Any bond, undertaking, recognizance, consent of surety' or written obligation in the nature thereof shall be valid and binding upon the Comoanv when si'Zned hv the Chairman of the Board, the President, the Chairman of the Finance~Co'mmittee, an): E>:ecutive Vice President, an~y Senior Vice President, any Vice President or any Second Vice President and duly attested and sealed, if a seal is required, by any Sec~ retary or any Department Secretary or any Assistant Secretary Dr when signed by the Chairman of the Board, the President, the Chairman of the Finance Committee, any Executive Vice President, ~IY Senior Vice President, any' Vice President or an:y Second Vice President and countersigned and sealed, if a seal is required, by a duly authorized attorney-in-fact or agent; and any such bond, undertaking, recognizance, consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when duly executed and sealed, if a sea! is required, by one or more attorneys-tn-fact or agents pursuant to and within the limits of the authority granted by his or their power or pO\vers of attorney. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolu- tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: VOTED: That the signature of any officer authoriz~d by the By-Laws and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond, undertakinE;'. recog-nizance or other written obligation in the nature thereof; sllch signature and seal, when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. This nower of attorney revokes that dated l~y 7, 1974 on behalf of Richa;d vi. Dunphy, Bruce N. Telander, i~, S, Bennett, R, vi. Frank, C. H. Nordeen, John A. Larson IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has presents to be signed by its proper officer and its corporate seal to be hereunto affixed this day of June 19 74' caused these 11th THE TRAVELERS INDEMNITY COMPANY .$'; \~OEh! tf ~"..-..",......~/)<;. tE/ '\. ~~ "<' " 011 ~"'~ SEAL ::s:l:( \~;.-...,.::,:.-/.!1 ~ By r~ Secretary, Surety State of Connecticut, County of Hartford-ss: On this 11th day of June in the year 1974before me personally came D. J, Nash to me known, who, being by me duly sworn, did depose and say: that he resides in the State of Connecticut; that he is Secretary (Surety) of THE TRAVELERS INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affi.xed to said instrument is such corporate seal; that it was so affixed by authority of his office under the by-laws of said corporation, and that he signed his name thereto by like authority, N,.:~,<\f~", ,5S~'~~~" ." .....'.....:\ de::~' NOTARy.~ft\~ ~. ~.~ , ~ X~~~~.~~.~>l j '~~ ~d~.~~ Notary Public My commission expires April 1, Hartford County 1979 ( Over) S-1669 REV. 7~73 PRI"TEO IN U.S.A. 7f\jnlimi ted as to character a.TJ.d amount, " ~ 6 Precast reinforced -----..) ~ conc, manhole slab :It " 4 Bars, 5 o,c. each way Back of curb ~ N Direction of flow Right hand grate <t N l> Grate to be 2" below gutter grade, Slope gutter 5' each side of catchbasin. Bonestroo, Rosene, Anderlik, a Assoc" Inc. Consulting Engineers Sf. Paul, Minn, ~ t ~t <.0, :~=- I <1>1 :01 .~ I > <I> .0 C "- c > PLAN Catchbasin Casting: Neenah R3246-BD, or 3250A or ectual, w/ DR or DL grate, Opening to fit casting, 2 courses conc. rings minimum, 4 maximum, . . Cto .4 . ~C> . . A . r: . ~ .~.Q..~. :It 4 Bars, all sides of opening, <T.. . . . " , A 4'_ 0" d;. <::: Precast manhole .0 .--' section or 8" "'. A: segmental A, manhole block, . .A " ." .A 4 'A '.. . A ." 4.0 1>' ~ ,1- ~ A. . = Manhole Neenah or equal, Aluminum Steps: RI981-J, 15" o.c. steps Approved ", , ' " .1> ." = '. a I> " ---- --.. // -.........'" I \\ (, )) I \ "- "-... ,? . Ci' . IS' . a.' ,'p . -- '. '. " . . A, '.4" .r::, 4. 1>. . f1 . c,1. . It) .' a \ D . A " ~'~'.'<,<>,.",'';''''~'.'...,6,-f}.~'''' ""0' ','A: ~ ~'.< G .J} ,0 .C.....A 'o...~ ,0 ..e...A....O ,D Grout .. ". .. 4" r-- 4. '4 .. , . '" 'to a . SECTION Scale: 3/4"; 1'_0" STANDARD TYPE CA TCHBASIN Revisions 2/74 Aug, 74 1-14 Plate No, DETAILS n MANHOLE Back of curb Match existing curb both Side, or future concrete curb =T Q~ ! ;i I I I c1)i -0; .~: ~I >1 I r =4= I I I I I..... Bonestroo, Rosene, Anderlik a Assoc., Inc. Consulting Engineers Sf. Paul, Minnesota c: ~ 0 0 19" -:+= () .... Cl) .... .... i:S 0 , 1 i ,1 ) i I " I I ~, I ;: \ '" I \. "'-~ I i I \. ...~ \ /~ Catch basin frame and '~..;:,. // grate Neenah R 32S0A " 7. ,):/ ~ ~~=tv / = ~ or egual '. tr _, ~ /',. o! =: / --=-i )~ft'::,; pj~-Minimum of 2, maximum .. ~;'I \' ~\ of 4 adjusting rings -"'. I " I\b '~.. allowed f:__;, ( 24~ V: ", J.:.t-J \-:'J '~Reinforced PrEU:ast cone rff:r ~/ section or 8 segmental ;/,: -i '0;,' concrete block . 4/ .I " . -."./ II /~ "/ ;-- 3 Grout /~.. / / ,.' I "". . . . ~. "'.-. .#. . . o~: ,,"'... <!'>" ~.".c.. to.:::'.:,',;. 64" Not to Scale Left hand grate shown Grate to be 2" below gutter grade. S lope gutter S" each side of catchbasin ': ~'. ~...~~.:.: '..:......'..~..:.., I.': .:., ..' .,.( ',b . . p'! I . ',' ~ ~ ." . STANDARD DETAILS TYPE I CATCHBASIN )0 Revisions Plate No, Aug, 74 1-16 ~(JfH1'i~fro(~ r f"'~ ~:, ""--0 l ?1{.:, titr ~; fi~ t~ E~ ~~ II 8;% (::~ i\Jc, 4-i AI Varia~~_=- see Qlc:!I1_ t-;/ e -01 ,: - I <::ti I I <fl -;:), ".0 Cl a::" , I / 1...-____ 3 '- 0 " I --- I ----+- ~ ' 0\' __T\ 3'-0" ! ~ . --------"~ A--l- PLAN plI. piT I 6"16" rTl o. ~"!'" I III II [ Iii II! '6 '6 ' 6"16", j(l- ~ 3'-0" PiI., 3'_0" (PiI. 3'_0" -~-~._...._-_._. ."._-,_._.~_..._._....._--'---_.~ "~ t l' 6"j 6" 1 11 r t I t,.,~~ 1 ~~~ ~ 9':-0" , ; ~----~ SECTION B-B Type A,B,C and D I' concrete curb 8 gutter "1 See plate 4-1 /" I I I 4'_0" >1 er. ft -,,', L:-2" 4" Conc. wal k SECTION A-A Bonestroo, Rosene, Anderlik 8 Assoc, Inc. Consulting Engineers St. Paul, Minnesota Revisions Plate No. STANDARD DETAILS PEDESTRIAN CURB RAMP 4-3 I I / . , 'J " Type A,B,C,orD concrete curb 8 gutterl ,-.___.._ _. See plate 4-1 /_----.1 I I Variable ;- :. . " SECTION A-A I: Concrete slab 4" min, thickness for 0 3: residential section, 6"min ~ th ickness for comercial section, (j) Both sections to be reinforced ... o with 66-1010 mesh and have a:l II 4 compacted class 5 gravel base ~ -<::t! concrete -r =<::tl class 5 ----1. SECTION B-B Tooled Contraction joint both sides A"t-" / ~~ . ,,~'?: ~ ~\v. "~ ~o: //~~min / / .....~ "~ i ....~3' "~ -1 I Bonestroo, Rosene, Anderlik 8 Assoc, Inc. Consulting Engineers St, Paul, Minnesota Revisions Plate No. STANDARD DETAILS DRIVEWAY SECTION 4-4 ".. -- MAX. HEIGHT 61 16"MIN. MORTAR TOP I FOOT " " / '\ / , "- / "- "- / , " " " / III IN all BATTER SIDEWALK ...;,. . BARS- 21 ON CENTER (2' LONG) SCALE: 1"= 2' Bonestroo, Rosene, Anderlj k 8 Assoc, Inc. Consulting Engineers Sf. Paul, Minnesota STANDARD DETAILS DRY RUBBLE RETAINING WALL Revisions Plate No. 4-5 "a 2 .' .0. ALUM. TUBING FOR HAND RAIL I II 1/2 00. ALUM. TUBING POST 6" O.C. " 2 0.0. ALUM. TUBING FOR HAND RAIL 3" COVER PLATE 1/411 / II '" 61 SET SCR EW 21~' 0 CONCRETE SLE EVE W -.J CD <1:/ ~I > 2- #4 REINF BOND BEAM PLACE 4" 0 SLEEVE 10" O.C. -1 alt CONC. BLOCK " t. ~,,' 0 2-#4 REINF BARS " Bonestroo, Rosene Anderlik a Assoc. Inc. Consulting Engineers St. Paul, Minnesota STANDARD DETAILS BLOCK RETAIN ING WALL WITH HANDRAIL Revisions Plate No. 4-5A