STATEMENT OF ESTIMATED QUANTITIES010-617-023+-+Plans.… · 2104.513 sawing bit pavement ......

CARVER COUNTYCSAH 17 AND PLEASANTVIEW ROAD

STATEMENT OF ESTIMATED QUANTITIES

CSAH 17 PLEASANTVIEW ROAD PLEASANTVIEW ROAD STORM SEWER

2021.501 MOBILIZATION LUMP SUM 1.0 0.9 0.1

2102.502 PAVEMENT MARKING REMOVAL LIN FT 2,000 2,000

2104.501 REMOVE PIPE CULVERTS LIN FT 25 252104.501 REMOVE BITUMINOUS CURB LIN FT 290 90 2002104.501 REMOVE METAL PIPE RAILING LIN FT 250 2502104.503 REMOVE RETAINING WALL SQ FT 300 3002104.503 REMOVE BITUMINOUS WALK SQ FT 6,000 6,0002104.503 REMOVE CONCRETE WALK SQ FT 160 1602104.503 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ FT 1,500 1,5002104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 3,100 2,800 3002104.509 REMOVE BOLLARDS EACH 3 32104.509 REMOVE SIGN TYPE C EACH 1 12104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 1,030 1,000 302104.521 SALVAGE GUARDRAIL-PLATE BEAM LIN FT 212.5 212.52104.523 SALVAGE TANGENT TERMINAL EACH 2 22104.523 SALVAGE SIGN TYPE C EACH 4 42104.523 SALVAGE SIGN TYPE D EACH 1 1

2105.501 COMMON EXCAVATION (P) CU YD 889 681 2082105.522 SELECT GRANULAR BORROW (CV) (P) CU YD 350 150 200

2118.501 AGGREGATE SURFACING CLASS 2 TON 250 175 75

2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 20 5

2130.501 WATER MGAL 50 45 5

2211.501 AGGREGATE BASE CLASS 5 TON 1,120 1,000 120

2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 470 450 20

2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 30 302360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) TON 600 6002360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON 40 402360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON 450 450

2411.618 MODULAR BLOCK RETAINING WALL SQ FT 270 270

2501.516 18" RC PIPE APRON EACH 1 12501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 1

2503.542 18" RC PIPE SEWER DES 3006 CL III LIN FT 34 342503.602 CONNECT TO EXISTING STORM SEWER EACH 1 1

2504.602 ADJUST GATE VALVE EACH 2 2


ESTIMATEDQUANTITY

ESTIMATEDQUANTITY

ESTIMATEDQUANTITY

ESTIMATEDQUANTITYITEM NO. ITEM DESCRIPTION UNIT NOTES ESTIMATED

QUANTITY

TOTAL QUANTITYCARVER COUNTY S.A.P. 010-617-023 CITY OF CHANHASSEN

STATE AID ELIGIBLE LOCAL FUNDS



CSAH 17 PLEASANTVIEW ROAD PLEASANTVIEW ROAD STORM SEWER

2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 6.8 6.82506.516 CASTING ASSEMBLY EACH 1 12506.522 ADJUST FRAME & RING CASTING EACH 2 2

2521.501 6" CONCRETE WALK SQ FT 225 2252521.511 3" BITUMINOUS WALK SQ FT 5,700 5,700

2531.501 CONCRETE CURB & GUTTER DESIGN B424 LIN FT 160 1602531.618 TRUNCATED DOMES SQ FT 32 32

2554.602 INSTALL TANGENT TERMINAL EACH 2 22554.603 INSTALL GUARDRAIL LIN FT 212.5 212.5

2557.501 WIRE FENCE DESIGN 48V-9322 LIN FT 235 235

2563.601 TRAFFIC CONTROL LUMP SUM 1.0 0.9 0.12563.613 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY 20 18 2

2564.531 SIGN PANELS TYPE C SQ FT 5 52564.537 INSTALL SIGN TYPE C EACH 5 52564.537 INSTALL SIGN TYPE D EACH 1 1

2573.502 SILT FENCE, TYPE MS LIN FT 1,000 800 2002573.530 STORM DRAIN INLET PROTECTION EACH 4 42573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 250 200 502573.535 STABILIZED CONSTRUCTION EXIT LUMP SUM 1.0 0.9 0.12573.550 EROSION CONTROL SUPERVISOR LUMP SUM 1.0 0.9 0.1

2574.508 FERTILIZER TYPE 1 POUND 30 302574.525 COMMON TOPSOIL BORROW CU YD 270 220 50

2575.501 SEEDING ACRE 0.2 0.22575.502 SEED MIXTURE 35-241 POUND 10 102575.505 SODDING TYPE LAWN SQ YD 1500 1250 2502575.511 MULCH MATERIAL TYPE 3 TON 0.4 0.42575.523 EROSION CONTROL BLANKETS CATEGORY 4 SQ YD 800 8002575.525 TURF REINFORCEMENT MAT CATEGORY 4 SQ YD 25 252575.571 RAPID STABILIZATION METHOD 3 MGAL 1.1 1 0.1

2582.501 PAVT MSSG (LT ARROW) EPOXY EACH 1 12582.501 PAVT MSSG (RT ARROW) EPOXY EACH 2 22582.502 6" SOLID LINE WHITE - PAINT LIN FT 1,800 1,8002582.502 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,200 1,2002582.502 12" SOLID LINE WHITE - EPOXY LIN FT 16 162582.502 24" SOLID LINE YELLOW - EPOXY LIN FT 50 502582.503 CROSSWALK MARKING-EPOXY SQ FT 120 120


TOTAL QUANTITYCARVER COUNTY S.A.P. 010-617-023 CITY OF CHANHASSEN

STATE AID ELIGIBLE LOCAL FUNDS

ESTIMATEDQUANTITY

ESTIMATEDQUANTITY

ESTIMATEDQUANTITY

ESTIMATEDQUANTITYITEM NO. ITEM DESCRIPTION UNIT NOTES ESTIMATED

QUANTITY

MN/DOT STANDARD PLATES

CITY OF CHANHASSEN STANDARD PLATES

UTILITY CONTACTS


CONSTRUCTION NOTES


EARTHWORK SUMMARY


CSAH 17 TYPICAL SECTIONS


PLEASANTVIEW ROAD TYPICAL SECTIONS


TRAIL AT EXISTING WALL TYPICAL SECTION


MISCELLANEOUS DETAILS


ALIGNMENT PLAN


ALIGNMENT TABLES


STAGING AND TRAFFIC CONTROL NOTES


STAGING AND TRAFFIC CONTROL DETAILS


STAGING AND TRAFFIC CONTROL PLAN


REMOVAL AND EROSION CONTROL PLAN


CSAH 17 PLAN AND PROFILE


PLEASANTVIEW ROAD PLAN AND PROFILE


NORTH AND SOUTH TRAIL PLAN AND PROFILE


CSAH 17 AT PLEASANTVIEW ROAD INTERSECTION DETAIL


TURF ESTABLISHMENT PLAN


STRIPING DETAILS


SIGNING & STRIPING TABULATION

MTG

SIGNNO&

TYPEKNEE HT CODE

NOPANEL

C-1 2 1-U 9 4 18 x 18 2.25 4.50 R1-1 STOP

TOTAL 4.50

SIGN PANELS TYPE C

QTY

POSTS

TH 101

PANEL

LEN SIZE AREA TOTAL

MTG

SIGNNO&

TYPEKNEE HT PANEL

D-201 1 1-U 7 21 x 15 PLEASANT VIEW ROAD

SALVAGE AND INSTALL SIGN TYPE D

QTY

POSTS PANEL

LEN SIZE

SIGNNO&

TYPEKNEE PANEL

C-202 3 1-U 24 x 30 CHEVRON

30 x 30 STOP

18 x 18 ROAD SIGN

TOTAL 4

PANEL

SIZE

1

SALVAGE & INSTALL SIGN TYPE C

C-204 1-U

QTY

POSTS


STRIPING DETAILS


SIGNING AND STRIPING LAYOUT


STRIPING DETAILS


SIGNING DETAILS


CSAH 17 CROSS SECTIONS


PLEASANTVIEW ROAD CROSS SECTIONS

STATEMENT OF ESTIMATED QUANTITIES010-617-023+-+Plans.… · 2104.513 sawing bit pavement ......

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