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d <br />� <br />' <br />t <br />------------------------1--- <br />I� <br />I- <br />I a PROPERTY LINE <br />I <br />I �- <br />i � �1 <br />Y.H. n6 <br />do <br />...mango12• <br />� •�12' <br />EXIST. <br />M. <br />I -61 <br />1, 17 TANK <br />I <br />EXISTING <br />FENCE 1 <br />/EASTING <br />I CONCRETE <br />I APRON <br />PAVING <br />Q KEYNOTES <br />0 CONSTRUCTION umiTS <br />Q2 NEW B6-12 CURB ANo GUTTER. <br />REMOVE AND RECONSTRUCT <br />INPLACE FENCE. SALVAGE AND <br />REUSE FABRIC AND OTHER <br />SALVAGABLE COMPONENTS_ <br />Q6' WIDE x 7' THICK CONC. <br />DOLLY STRIP. <br />NEW BITUMINOUS PAVING <br />5 2' MINNDOT 2341 1 1/2- WEAR BINDER <br />3" MINNDOT 2331 BASE <br />K SALVAGED ON SITE GRAVEL BASE. <br />PROTECT INPLACE STRUCTURES <br />6� AND PIPING. ADJUST ALL <br />CASTING FLUSH TO FINISH SURFACE. <br />QSAWCUT EXISTING ASPHALT <br />AT MATCHING EDGES WITH <br />NEW PAVING. <br />QEND CURB AND GUTTER <br />AT EXISTING CON: . <br />MATCH NEW SURFACES <br />FLUSH TO EXISTING SURFACE, <br />10 EXISTING HYD. AND GUARD <br />POSTS PROTECT, <br />NEW CHAIN LINK FENCE. <br />11 <br />MATCH EXISTING FABRIC <br />AND HEIGHT. SEE <br />SPECIFICATIONS_ <br />12 <br />PROTECT AND MATCH TO <br />EXISTING FENCE. <br />13 <br />PANT STRIPING. <br />14 <br />EXISTING BITUMINOUS PAVING, <br />15 <br />6'x6'x6' CONCRETE APRON, <br />W/4-x6- WIDE INTEGRAL <br />CURB AT FUEL PUMP. <br />1s PAVE MIN A 6' THICK CONCRETE <br />STRIP. MATCH NEW SURFACE TO EXISTING. <br />17 2' OF BITUMINOUS WEAR OVER <br />4' SALVAGED GRAVEL BASE. <br />18 NEW B12-12 CURB AND GUTTER. e <br />2 <br />4T <br />s' <br />m . <br />CONC, <br />APRON <br />s <br />1 <br />1 <br />1 <br />� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />' <br />1 <br />1 <br />I <br />I <br />� <br />1 <br />1 <br />1 <br />1 <br />- <br />-- -- -- -- -- <br />-- -- -- -- -- -- <br />1 <br />1 <br />1 <br />1 <br />- --I <br />Ile <br />' I <br />/ le I <br />0/1ool <br />le <br />ii <br />STORAGE <br />} <br />[ <br />I <br />, i <br />/ / . ,ice, <br />TANK <br />EXISTING <br />i <br />� � � <br />II <br />WAREHOUSE <br />IV <br />' 4• <br />� <br />II I <br />ii' <br />ii <br />0 <br />IF ' 1 <br />i ii' <br />r, Ile1 <br />l <br />p I <br />EXISTING 11 I <br />i01, <br />i <br />, /r' <br />W.H. ( SODDED 11 I i ,le <br />EXIST. AREA It I � <br />CONC_ 14 II ( <br />r APRON --. CRASS 2 <br />2 U P J �� <br />1 16 9 EXIST I 0� ��� r <br />6 1 6 ASPHALT <br />9 17 /01 <br />15 1 PAVING i i e <br />i <br />- - - ii' 26' FACE TO FACE <br />TOE OF SLOPE § 1 <br />9 7 1 <br />7 14-� �All 8 I <br />YwOEN <br />5 45' ASPHALT <br />_ 3 9 DRIVE <br />D9 MONITOR 4 FEET <br />2 WELL TRAILER <br />�Q I <br />PARKING <br />d12 I <br />-A <br />SCHEDULE OF STANDARD DETAILS <br />MINNDOT STANDARD PLATES <br />01 - 4021C PRECAST CURB OPENING CATCH BASIN_ <br />D2 - 4020E PRECAST COVER SLAB <br />03 - 4011D PRECAST CONCRETE BASE <br />04 - 4180H MANHOLE CATCH BASIN STEPS <br />D5 - 7100E CONCRETE CURBS AND GUTTER B6-12 <br />D6 - 310OG CONCRETE APRON <br />D7 - 31338 RIPRAP <br />08 - 3145E CONCRETE PIPE TIES <br />D9 - 93221 CHAIN LINK FENCE <br />RENF. 2 <br />CONTN. <br />CURB 812-12 DETAIL <br />2 1 1 2 <br />I <br />_ 20 AMP 1 <br />/ I'\ PAVING PLAN E RECERTICLES_ <br />_ I <br />I <br />GRADING. PAVl1G AND DRAINAGE Wr-W CAl10N4> _ - <br />MINESOTA SOLVENTS AND CHEMICALS CORP. <br />2340 ROSE PLACE <br />ROSEVLLE, WJNESOTA 55113 <br />COMMISSION NUMBER 189-90-02 <br />The Mn/DOT Standard Specifications for Conslroctan 1988 <br />Edition shol apply. Except as modified here in: <br />The following sections shol only apply to this <br />project:1502, 1563, 1504, 1 %5, 1506, 1508. 1511.1512, <br />1516, 1601, 1608. 1708, 1712. 1714. 1716. 1801,1803. 1804, <br />1904. 2101, 2104. 2105. 2111. 2112. 2211,2301, 2331. 2332. <br />2341. 2357. 2503. 2506, 2511. 2531.2557. 2573. 2575. <br />The sections shoo be amended as follows: <br />1. Section 15M shot read as follows: The conlroclor <br />SW set of construction slakes and establish <br />horizontal and vertical contra based on <br />information shown on survey. <br />2. Secl'ao 1708 Railroad Provision shot read as <br />follows: The owner shot) procure W pemvls and <br />pay W lees. The contractor shoo comply with <br />peril requirements ON provide a bond and <br />insurance 4 required. <br />3- Section 1714. The word-deporlmenr shot mean <br />owner. <br />4. Section 1904 Extra Work. This section shall read: <br />AI work over and above the boss bid shot be <br />negotiated and pad for on a lump sum basis. No <br />extra payment will be considered unless previously <br />agreed to and approved by the owner. <br />5. Section 2105 Excavation and Embankment shaft apply <br />except as modified below: <br />I. Cut and fit site to sub grode elevations, <br />which is the bottom of the grovel base. <br />1. Strip off and stockpile for reuse the wome <br />class 5 grovel and recycle concrete bate <br />3. Compact the graded sub grode to 98% ASTM D698 <br />Standard Proctor, odd woler to achieve <br />spealied density. <br />4. Proof rot and correct ony weak sub grode. <br />Cot engineer if any .rook or unsuitable <br />conditions ore found. <br />6. Srti n 2211 Aggregate But shill apply except as <br />lolou: <br />I. Reuse salvaged don. spread in uniform lifts <br />over emir* area to receive new poving. li there <br />is not sufficient base moieriol from on site <br />Stock* to bring grades up to bottom of <br />asphalt import OM 5 as required. Compact to <br />100X ASTM D698 Standard Proctor, odd water to <br />othieve specified density. <br />DEFNMONS <br />1_ Department sholl mean owner. <br />2. Project engineer or engineer shill mean owners <br />authorised representative. <br />7. Secl'an2301 Concrete Pavement shot apply except as <br />modified below: <br />Dopy strip: <br />1. Ifoc design - 3A41 <br />2. WWF - 6X6.w4w4 continuous <br />3. Joints - 10'-Or O.C. control joint <br />4. Seder - hot poured elastic <br />5. compound - Extreme Service Emulsion <br />3756 <br />6. <br />8. Section 2331 do 2341 Bibxninoas Paving shill apply <br />except as modified below: <br />ACPEW 85-100 <br />VW 16% <br />Air voids 4% <br />dENSITY 93 to 95% MorshW Method <br />9. Section 2511 Rip Rop slot apply except as modified <br />below: <br />Slone type <br />Filter fabric type N <br />10.Sectan 2531 Concrete Curb and Gutters shol apply <br />except as modified below <br />Apply extreme service membrane cure 3755 <br />Apply extreme service emulsion 3755 <br />It -Section 2557 Fencing shall opply except as modified <br />below: <br />-Provide 3' ID termrnol end posts <br />-Provide 2 T/2' ir►e posts <br />-Provide 9 gauge x 6' high fabric with I' of 3 <br />strands of 12 gauge barb rove drove fabric <br />-Provide two 14' sump gales <br />12.Secti n 2573 shot apply except as modified below <br />Place hay boles around catch basin inlet and sit <br />alongduring �a ass a pawed area along roilrood <br />ditch 13Salion 2575 Turf Estabishirlent Owl apply except as <br />modified below. <br />Top sal - 4' thick <br />Erosion contra mots - potypropy** netting <br />Fertilizer - 10-10-10 a 300004& per ocre <br />I. <br />0 <br />NORTH <br />C1� <br />I- <br />G <br />W <br />C� h <br />� - <br />Uo<� <br />O <br />LJ <br />� <br />z <br />0 <br />z <br />w <br />w <br />0 <br />CE <br />CL <br />LLJ <br />t- <br />CD <br />N c C-'1 <br />