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11.1 2007 Street Improvement Projects
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04-03-2007 Council Meeting
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11.1 2007 Street Improvement Projects
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APPLICABLE MINNESOTA DEPARTMENT I STATEMENT OF QUANTITIES ITEM STATEMENT <br /> OF TRANSPORTATION STANDARD PLATES NOTES NO. DESCRIPTION UNIT TOTAL Jill <br /> PLATE No. DESCRIPnON 1 2021.501 MOBLTLATION LUMP SUM 1 Q <br /> DODSA SPECIFICATION REFERENCE TO STANDARD PLATES 3 <br /> 7100H CONCRETE CURB S GUTTER DESIGN B 2 O 02 1 <br /> 90001 3 21 1 <br /> 9000D APPROACHES AND ENTRANCES <br /> 9102D TURF ESTABLISHMENT AREAS <br /> AND GUTTER LN 34.0 <br /> 5 2104.505 BITUMINOUS V SQ D 86 <br /> 6 21 A PAV SQYD 95 <br /> 1 Y PA SQ Y 280 <br /> 8 2104.511 SAVdNG CONCRETE PA FULL LN FT 74 <br /> BASIS FOR ESTIMATED QUANTITIES 9 2104.513 SA BR PAVEMENT L L FT 245 <br /> BITUMINOUS WEARING COURSE 10 2104.523 SALVAGE A REINS ALL TYPE CSIGN EACH 2 <br /> e y <br /> BITUMINOUS MIXTURE 115 LBSJSQ.YDnNCH THICKNESS FF4 <br /> 11 01 IXCAVA D 161 <br /> BITUMINOUS TACK COAT 0.05 GAL. .YD. 210 . 2 C YD 536 AGGREGATE BASE 2 . B Cuss a 110 LBS .YDn H Ic ESS 21 HOUR 5 TURF ESTABLISHMENT 2211.503 AGGREGATE BASE CV CLASS 5 TON 1769 <br /> SEED-MUITURE 340 95 LBSIACRE TYPE a 2 TGNSIACRE 2221.501 AGGREGATE SHOULDERNG CLASS 5 TON 70 a <br /> MULCH TYPE1 2TONSIACRE <br /> 17 2350.601 R94G TON 768 <br /> COMMERCIAL FERTILIZER 23.430 200 LBS/ACRE(INITIAL) <br /> THE SUBSURFACE UTILITY INFORMATION IN THIS RAN $ A A STING EACH 1 <br /> ISLMLITY QUALITY LEVEL D.THIS QUALITY LEVEL INNS <br /> DETERMINED ACCORDING TO THE GUIDELINES OF <br /> CYASCE 38-.2,ENTITLED"STANDARD GUIDELINES FOR THE 19 11—.T1 S FABRIC TYPE SQYD 40 <br /> COLLECTION AND DEPICTION OF EXISTING SUBSURFACE <br /> UTILITY DATA" <br /> 20 2531.501 CONCRETE CURB AND GUTTER B 824 LN FT 1355 <br /> unuTr owNERS: <br /> 21 2531.507 6" DRNEWAYPAVEMENT SQYD 256 <br /> VATER CITIY OF PEQUOT LAKES 218-508-50a 22 2663.601 FFIC L S 1 FII <br /> ELECTRICAL- <br /> CROW IOTA PONIER 21&59&47H 3 25 3. 02 SLIC N 194 <br /> CROW OTAPOWER 219.5894744 CABLE TV- 1 S 1 CHARTER COMMUNICATIONS 218-9241021 UTILITY QUALITY LEVEL DEFINITIONS: 2 25 .6 S AB SQYD 2 0 TELECOMMUNICATIONS UVW rluaRy I"A Precise horizontal and <br /> TD8 TELECOM 21°'609.2"°4 vertical location or usages obtained by the actual ex- 26 2676.501 S A 0.20 <br /> NATURAL GAS- poeure(or verification of pvAou*exposed ark sur- C <br /> EXCEL ENERGY(N.S.P.) 27&9838511 2 2 S SQ .00 <br /> surfed utilities)and at a w msoRaenwm of auR <br /> surface utlltln,uwely n e ePad9c poll MIMnte9y 28 2575.511 MJLCH MATERIAL TYPE 1 RY) TON 1.00 <br /> UTILITIES Intrusive excavation equipment Is typically used to 29 2575.511 MULCH MATE1 AL TYPE 3 TON 0.40 <br /> 1.THE ENGINEER HAS MADE AN ATTEMPT TO SHOW ALL nunimbe the potential for My damage.A precise 30 2 9 A A 0 <br /> PUBLC UTILITIES WITHIN THE CONSTRUCTION LIMITS OF horizonW and vertical location,as well as other UNRY <br /> THIS PROJECT.PUBLIC UTILITIES SHOWN ON THIS PLAN attilbutes,b shown on plan docunnertte.Aocirrary b 32 2 ANALYSIS 23-0-30 To 100 <br /> WERE DRAM USING FIELD SURVEY INFORMATION AND typically sef to 15-mn vertical and to applicable txxl- 33 25 A T SO 40 <br /> MAPS PROVIDED TO THE ENGINEER BY THE UTILITY zoned survey and mapping sccMacy as defined or ex. <br /> AS A RESULT OF A GOPHER STATE ONE petted by the q°�angiteor. 34 25 8 MDC 0 ROLPA 1 <br /> CALL DESIGN LOCATE REQUEST.IT IS THE CONTRACTS UMV quality y level Information obtelnsd ° <br /> RESPONSIBILITY TO VERIFY THESE LOCATIONS PRIOR TO through the application of appropriate wrface goo- 36 1 COMPACTIONTESTNG E CH 20 <br /> BIDDING AND CONSTRUCTING THE PROJECT. Physical metl a to debmvne tits absence ark ap- <br /> proximate el horizontal 0 position Of wbwdeca by surf. <br /> ex y <br /> 2.THE CONTRACTOR ES AN BE RESPONSIBLE FOR ALL Quality level B any should be reproducible try surface NOTES <br /> EXCAVATION LOCATES AND SHALL NOTIFY ALL geophysics at arty point ef their depiction.This Mon- <br /> BEFORECO CONSTRUCTION. ES AT LEAST 48 44OURS th <br /> Uft surveyed eckrAd'Mb obtained by <br /> (� CONFAC PLAMEDQUANTITY N Prelimina <br /> BEFORE CONSTRUCTION. by prgeci and reduced ado glen tloclamnanla. COMPACT®VOLUME <br /> surveying ark plotting view abov"'ound LOW feu- � <br /> tuna and W usig protuabrW Judgment In oonefatlng NOTES - <br /> tiaa Inforrnallon to quality level D MOrraticn. 1. ITEM INCLUDES TOPSOIL EXCAVATION AND POND EXCAVATION <br /> Uft qualty Wei D Infarction denied from (TOPSOIL EXCAVATION EST.4") <br /> existing records a oral recollections. <br /> 2. ITEM INCLUDES MATS ALS FOR TEMPORARY&PB:&%NENT EROSION CONTROL 2 <br /> em -eTNaYlMaollNO err 2.17 <br />
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