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<br />I <br /> <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />Ii <br />IilI1 <br />~s <br />~i <br /> <br />NO. DATE BY <br /> <br />LEGEND <br /> <br /> STATEMENT OF ESTIMATED QUANTITIES <br /> ITEM .. <br /> NO. ITEM UNIT lOTAL <br /> QUANTIlY <br /> 1 MOBlUZATlON LS 1 <br /> 2 CLEARING TR 10 <br /> 3 GRUBBING TR 10 <br /> 4 REMOVE CURB " GUTTER (AU. lYPES) LF 131 <br /> 5 REMOVE BITUMINOUS PAVEMENT (AU. DEPTHS) SY 3,068 <br /> 6 SAWCUT BI1UMJNOUS PAVEMENT (FULL DEPTH) LF 324 <br /> 7 COMMON EXCAVATION (P) C( 6,510 <br /> 8 POND/DITCH EXCAVATION C( 1,010 <br /> 9 TOPSOIL BORROW (LV) C( 350 <br /> 10 SELECT GRANULAR BORROW (ev) (P) C( 3,450 <br /> 11 AGGREGATE BASE CLASS 5 (101m CRUSHED) TN 2,800 <br /> 12 TYPE LV NJG. 3 WEARING COURSE (B) TN 610 <br /> 13 TYPE LV NJG. 3 NON-WEARING COURSE (B) TN 605 <br />.. 14 BITUMINOUS MATERIAl FOR TACK COAT GAL 250 <br /> 15 15- RC PIPE APRON W/ TRASH GUARD EA 1 <br /> 16 24- RC PIPE APRON W/ TRASH GUARD EA 1 <br /> 17 15- RC PIPE SEWER CLASS V DESIGN 3006 LF 92 . <br /> 18 18- RC PIPE SEWER CLASS V DESIGN 3006 LF 171 <br /> 19 24- RC PIPE SEWER CLASS III DESIGN JOO6 LF 284~ <br /> 20 ADJUST VALVE BOX EA 5 <br /> 21 AD.JUST EXJSJ1NG FRAME AND RING CASTING EA 2 <br /> 22 INSUlATION W THICKNESS) Sf 150 <br /> 2J CONSIRUCT CATCH BASIN-TYPE 402 EA 2 <br /> 24 CONSTRUCT 48- DIAMETER CATCH BASIN MANHOLE-lYP[ 406 EA 2 <br /> 25 CONSTRUCT 60- DIAMETER CATCH BASIN MANHOLE-lYP[ 406 EA 1 <br /> 26 CONSIRUCT 48- DIAMETER STORY SEWER MANHOLE-lYPE 409 EA 1 <br /> 27 R1PRAP CLASS n C( 8 - <br /> 28 R1PRAP CLASS III C( 10 - ro- <br /> 29 CONCRETE CURB AND GUTTER DESIGN B618 LF 1,615 <br /> 3D TRAFFIC CONTROL LS 1 <br /> 31 INSTAU. SIGN (INCLUDING POSTS I/: ASSEMBLy) EA 1 <br /> 32 P1fMT MARK. 4- SCUD LINE WHITE-PAINT LF 810 <br /> J3 lYPE ID BARRICADE EA 1 <br /> 34 SILT FENCE, lYPE PREASSEMBLED LF JOO <br /> 35 SODDING lYPE SALT RESISTANT Sf 2,500 <br /> 36 SEEDING (INCL. SEED MIX 50B OR 608, FERTILIZER, MULCH I/: DISC ANCHORING) ACRE 0.8 <br /> 37 POND NATIVE SEEDING _{MNDOT MIX 25A MODIRED 25BL ACRE 0.30 <br /> 38 EXPLORATORY DIGGING HRS 4 <br /> 39 RELOCATE MAILBOXES EACH 3 <br /> 40 CRUSHED ROCK (6" DEPTH) TRENCH STABIUZATION LF 250 <br /> <br />EXISTING CONDmONS AND REMOVAlS <br />---- EXIST. RIGHT-oF-WAY <br />EXIST. PROPERlY LINE <br />====.P.!Ia== EXIST. CONe. CURB AND GUllER <br />___-ClIIILClIRB..__ EXIST. CURB (TYPE /IS NOTED) <br />- - - - - EXIST. EDGE OF BIT. SURFACE <br />- - - EXIST. EDGE OF GRAVEL <br />EXIST. SIDEWALK (IYPE /IS NOTED) <br />EXIST. POWER POLE. GUY <br />EXIST. UGHT POLE. HAND HOLE <br />EXIST. TREE <br />EXIST. CHAIN UNK FENCE <br />- a - D - EXIST. WOOD FENCE <br />EXIST. RETAINING WALL <br />EXIST. BUILDING <br />EXIST. SANITARY SEWER <br />EXIST. STORM SEWER (12--361 <br />EXIST. STORM SEWER (> 421 <br />EXIST. MANHOLE <br />EXIST. CATCHBASIN <br />w- EXIST. WATERMAIN <br />~ HYDRANT, GATE VALVE <br />11- EXIST. GAS MAIN <br />E- BURIEO ELECTRIC <br />ELECTRIC BOX <br />T - BURIED TELEPHONE <br />TELEPHONE PEDESTAL <br />lV_ BURIED CABLE TELEVISION <br />..-...................... REMOVE CURB I/: GUllER <br />---------- REMOVE CURB <br />REMOVE GRAVEL <br />REMOVE BIT. PAVEMENT <br />REMOVE TREE <br />REMOVE SANITARY SEWER PIPE <br />REMOVE SANITARY SEWER MANHOLE <br />REMOVE STORM SEWER PIPE <br />REMOVE CATCH BASIN <br /> <br />-~- <br />- I.: - <br />~12" 012" <br />-1-1- <br /> <br />~ <br />~--~- <br />-(- - -(- <br />=(= = =(= <br />o <br /> <br />m <br />-w <br /> <br />e <br /> <br />-II <br />-E <br /> <br />ID <br /> <br />-T <br /> <br />. <br /> <br />_1V <br /> <br /> <br />II <br />-4- - -4- <br />o <br />-(- - -(- <br />m eo <br /> <br />PROPOSED CONSTRUCTION <br />---- RIGHT-oF-WAY <br />PROPERTY UNE <br />CURB " GUllER <br />CONC. DRIVEWAY (THICKNESS AS NOTED) <br />BITUMINOUS DRIVE <br />GRAVEL DRIVE (6- NJG. BASE CL. 5) <br />CONC. SIDEWALK (PED. RAMP AS NOTED) <br />SANITARY SEWER <br />WATERMAIN <br />STORM SEWER <br />CATCHBASIN <br />AD.JUST MANHOLE/GATE VALVE <br />CHAIN UNK FENCE <br />WOOD FENCE <br />BITUMINOUS SURFACING <br />HANDHOLE <br />- - - - - SILT FENCE <br />FlARED END SECTION <br />FLARED END SECTION WITH RIP-RAP <br />RELOCATED UGHT POLE (BY OTHERS) <br /> <br />~ <br /> <br />r~OJ:..i!:!>~r";!G'"W.erll <br /> <br />-1-1- <br /> <br />ra( e <br />o . <br />x-x-x-x- <br />D D a a <br /> <br />. <br /> <br />.; <br />* <br /> <br />BASIS OF ESTIMATED QUANTITIES <br /> <br />AGGREGATE BASE CLASS 5 <br />BITUMINOUS MIXTURES <br />TACK COAT <br /> <br />140 LB C.F. <br />146.7 LB cor. <br />0.05 GAL PER S.Y. <br /> <br />DESIIlNED IlIlAIlN <br />PIIW KAP <br /> <br /> <br />MINNESOTA <br /> <br />TKDA <br /> <br />21ST AVENUE <br />STREET AND STORM SEWER IMPROVEMENlS <br /> <br />TDl.1Z, KING. DUVALl., ANDERSON <br />AND ASSOCIATES INCORPORATED <br />SAINT PAUl., MINNESOTA <br /> <br />DESallPllON OF REVISIONS <br /> <br />CHECICEIl <br />PIIW <br /> <br />ENGINEERS. ARCHITECTS. PLANNERS <br /> <br />UNO LAKES <br /> <br />10 <br />-z.,.;. <br /> <br />ESnMA TED QUANllllES Ie <br />LEGEND <br /> <br />COIOIISSIIIN NO. <br /> <br />12888-01 <br /> <br />SHEET NO. 2 OF 13 SHEETS <br />