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Page 1: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 2: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
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Page 5: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 6: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
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DS NO. CENTERLINE

STATIONOFFSET

(FT)SIDE

STRUCTURE TYPE

DESCRIPTIONRIM

ELEVATION INVERT

ELEVATION

DS 111 F 14+18.90 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 27.20 23.60

DS 112 F 15+90.00 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 28.28 22.55

DS 121 F 14+18.90 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 27.20 22.90

DS 122 F 15+90.00 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 28.28 22.67

DS 123 F 17+30.00 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 28.56 23.02

DS 211 F 18+13.00 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 29.27 23.64

DS 212 F 19+50.00 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 31.43 24.33

DS 213 F 22+00.00 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 34.92 26.89

DS 214 F 22+69.41 45.97 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 35.89 33.01

DS 220 F 18+10.11 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 29.23 24.54

DS 221 F 19+50.00 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 31.43 24.10

DS 222 F 22+00.11 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 34.92 25.68

DS 231 F 18+07.50 10.08 RT. A TYPE A DI WITH ROUND FRAME & COVER (INSTALLED BY OTHERS) 29.40 24.40

DS 310 F 23+15.42 44.76 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 35.94 31.45

DS 311 F 23+39.00 20.71 LT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 36.23 27.77

DS 320 F 23+39.00 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 36.23 32.03

DS 321 F 24+27.00 20.71 RT. S TYPE S DI WITH #10 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 36.81 29.01

DS 410 F 26+79.91 45.65 LT. T TYPE T DI WITH #11 PCB WITH CROSS BARS (INSTALLED BY OTHERS) 37.29 32.29

TABLE OF DRAINAGE STRUCTURES INSTALLED BY OTHERS

Page 9: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 10: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 11: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 12: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 13: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 14: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
Page 15: 1514001 COV - Save the Rainsavetherain.us/wp-content/uploads/2013/06/West-Fayette-Street-Connective...description rim elevations final rim elevation (by others) invert elevations slope
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DS NO. CENTERLINE

STATIONOFFSET

(FT)SIDE

STRUCTURE TYPE

DESCRIPTION

RIM

EL

EV

AT

ION

S

FIN

AL

RIM

E

LE

VA

TIO

N

(B

Y O

TH

ER

S)

INV

ER

T

EL

EV

AT

ION

S

SL

OP

E %

203.

07

206.

02

603.

77

603.

9810

603.

9812

603.

9818

603.

9824

604.

0726

0011

604.

3001

32

604.

3019

90

604.

4048

655.

0901

655.

1202

CY CY EA FT FT FT FT EA FT FT FT EA EADS 113 F 17+50.23 53.61 LT. S INSTALL TYPE S DI WITH #10 PCB WITH CROSS BARS 29.40 29.40 16.4 23.3 10.2 1

INSTALL 47 FT OF 10-IN SICPP TO TRUNK 21.85 3.3 29.4 35.1 47

DS 130 F 14+57.77 4.78 LT TYPE 48 INSTALL 48-IN MANHOLE WITH FRAME & COVER 28.02 28.02 23.4 37.4 11.1 1INSTALL 51 FT OF 24-IN SICPP, CONNECT TO EXISTING DMH 17049 17.71 0.7 103.7 121.9 51 1

DS 131 F 15+89.94 4.93 LT TYPE 48 INSTALL 48-IN MANHOLE WITH FRAME & COVER 28.51 28.51 22.5 36.1 10.7 1INSTALL 132 FT OF 24-IN SICPP TO DS DS 130 18.63 0.7 264.0 311.0 132INSTALL 16 FT OF 10-IN SICPP AND CAP 22.41 1.8 7.0 9.0 16INSTALL 27 FT OF 10-IN SICPP AND CAP 21.71 1.8 13.5 16.7 27

F 17+30.00 3.00 LT WYE INSTALL 24 FT OF 10-IN SICPP AND CAP 1.0 10.2 12.8 24

DS 132 F 17+89.24 20.34 LT A INSTALL TYPE A DI WITH ROUND FRAME & COVER 29.47 29.47 17.5 26.3 9.7 1INSTALL 15 FT OF 12-IN SICPP TO TRUNK 20.65 1.0 13.0 15.3 15INSTALL 40 FT OF 12-IN SICPP (CONNECT TO EXISTING 12" STORM) 20.65 1.0 33.8 39.8 40INLET FROM DS 210 25.87

DS 210 F 17+88.01 45.12 LT. S INSTALL TYPE S DI WITH #10 PCB WITH CROSS BARS 29.37 29.37 8.8 13.5 5.7 1INSTALL 25 FT OF 10-IN SICPP TO DS 132 INLET PIPE 26.37 2.0 3.8 6.6 25

DS 230 F 18+00.20 5.25 LT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 29.41 29.40 18.4 27.5 10.2 1INSTALL 210 FT OF 24-IN SICPP TO DS 131 20.10 0.7 386.2 461.2 210INSTALL 12 FT OF 10-IN SICPP TO EXISTING CB 18000 22.71 13.3 5.1 6.6 1 12 1INSTALL 7 FT OF 10-IN SICPP TO EXISTING CB 18001 23.83 4.0 5.2 6.9 1 7INLET FROM DS 232 21.52

DS 232 F 19+50.00 5.20 LT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 31.73 31.70 18.6 27.8 10.3 1INSTALL 147 FT OF 24-IN SICPP TO DS 230 22.25 0.5 231.1 283.5 2 147INLET FROM DS 233 22.75INSTALL 14 FT OF 10-IN SICPP AND CAP 24.29 6.0 3.8 17.2 1 14

DS 233 F 22+00.09 5.25 LT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 35.25 35.32 20.5 30.4 11.3 1INSTALL 247 FT OF 18-IN SICPP TO DS 232 24.82 0.8 339.0 399.7 1 247INLET FROM DS 236 24.82INSTALL 14 FT OF 10-IN SICPP AND CAP 27.78 1.8 2.4 10.3 1 14INLET FROM DS 235 26.09

DS 234 F 22+80.22 34.98 LT. TYPE 48 INSTALL 48-IN MANHOLE WITH FRAME & COVER 36.14 36.00 23.6 37.7 11.2 1INLET FROM EXISTING 12" RCP 25.80INSTALL 31 FT OF 18-IN SICPP TO DS 236 25.45 1.0 46.6 54.3 1 31INSTALL 39 FT OF 10-IN SICPP AND CAP 28.09 10.0 18.6 23.3 39INSTALL 13 FT OF 10-IN SICPP TO EXISTING CB 18376 31.73 10.0 2.8 4.4 13 1

DS 235 F 22+00.00 10.20 RT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 35.07 35.22 17.2 25.9 9.6 1INSTALL 12 FT OF 12-IN SICPP TO DS 233 26.33 2.0 10.2 12.0 2 12INSTALL 8 FT OF 10-IN SICPP TO DS 222 AND CAP 26.53 2.0 5.3 6.3 1 8INLET FROM DS 331 26.33

DS 236 F 22+66.11 5.34 LT TYPE 48 INSTALL 48-IN MANHOLE WITH FRAME & COVER 36.11 36.11 24.9 39.7 11.8 1INSTALL 64 FT OF 18-IN SICPP TO DS 233 25.14 0.5 52.0 60.4 2 64INLET FROM DS 234 25.14

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DS NO. CENTERLINE

STATIONOFFSET

(FT)SIDE

STRUCTURE TYPE

DESCRIPTION

RIM

EL

EV

AT

ION

S

FIN

AL

RIM

E

LE

VA

TIO

N

(B

Y O

TH

ER

S)

INV

ER

T

EL

EV

AT

ION

S

SL

OP

E %

203.

07

206.

02

603.

77

603.

9810

603.

9812

603.

9818

603.

9824

604.

0726

0011

604.

3001

32

604.

3019

90

604.

4048

655.

0901

655.

1202

CY CY EA FT FT FT FT EA FT FT FT EA EADS 312 F 26+27.14 62.57 LT. S INSTALL TYPE S DI WITH #10 PCB WITH CROSS BARS 37.14 37.14 16.1 22.8 10.0 1

INSTALL 70 FT OF 10-IN SICPP TO DS 332 29.83 2.0 48.0 56.4 70INSTALL 52 FT OF 10-IN SICPP AND CAP 29.34 1.0 15.5 109.5 52

DS 331 F 23+38.69 9.40 RT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 36.37 36.46 18.4 27.5 10.2 1INSTALL 136 FT OF 12-IN SICPP TO DS 235 27.01 0.5 116.4 136.8 1 136INLET FROM DS 332 27.01INSTALL 28 FT OF 10-IN SICPP AND CAP 28.66 2.0 32.9 39.7 28INSTALL 9 FT OF 10-IN SICPP TO EXISTING CB 18207 30.37 4.0 3.7 4.8 9 1INLET FROM EXISTING 6" CIP 31.80INLET FROM EXISTING 6" CIP 31.90

F 24+27.00 WYE INSTALL 15 FT OF 10-IN SICPP AND CAP 2.0 3.1 15.0 15

DS 332 F 26+27.33 7.68 RT. A INSTALL TYPE A DI WITH ROUND FRAME & COVER 37.83 37.97 18.4 27.6 10.2 1INSTALL 285 FT OF 12-IN SICPP TO DS 331 28.43 0.5 265.3 307.9 285INLET FROM DS 312 28.43

TOTAL 2336.6 2987.7 14.0 420 488 342 540 4 71.5 25.9 44.8 3 11

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ITEM NO. DESCRIPTION UNITESTIMATEDQUANTITY

ACTUAL QUANTITY

203.07 SELECT GRANULAR FILL CY 2340

203.25 SAND BACKFILL CY 14

205.0201 SEGREGATION AND STORAGE OF CONTAMINATED SOIL LS NEC

205.0401 PETROLEUM CONTAMINATION PARAMETER ANALYSIS EA 1

205.050201 DISPOSAL OF CONTAMINATED NON-HAZARDOUS WASTE SOIL TON 5

206.02 TRENCH AND CULVERT EXCAVATION CY 2990

207.21 GEOTEXTILE SEPARATION SY 54

209.1702 DRAINAGE STRUCTURE INLET PROTECTION, GRAVEL BAG - TEMPORARY EA 9

304.15 SUBBASE COURSE, OPTIONAL TYPE (8 INCHES OF SUBBASE) CY 180

402.19802 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION (2 INCHES) TON 95

402.378902 37 F9 BASE COURSE HMA, 80 SERIES COMPACTION (3 INCHES) TON 135

407.0102 DILUTED TACK COAT GAL 43

520.50140008 SAW CUTTING, ASPHALT PAVEMENT, ASPHALT SURFACE COURSE, CONCRETE PAVEMENT OR ASPHALT OVERLAY ON CONCRETE PAVEMENTLF 3800

603.77 CONRETE COLLARS EA 26

603.9810 SMOOTH INTERIOR CURRUGATED POLYETHYLENE CULVERT AND STORM DRAIN 10 INCH LF 420

603.98100404 POLYVINYL CHLORIDE (PVC) SEWER PIPE & FITTINGS 4" DIAMETER LF 50

603.98100604 POLYVINYL CHLORIDE (PVC) SEWER PIPE & FITTINGS 6" DIAMETER LF 100

603.98100804 POLYVINYL CHLORIDE (PVC) SEWER PIPE & FITTINGS 8" DIAMETER LF 100

603.98101004 POLYVINYL CHLORIDE (PVC) SEWER PIPE & FITTINGS 10" DIAMETER LF 85

603.9812 SMOOTH INTERIOR CURRUGATED POLYETHYLENE CULVERT AND STORM DRAIN 12 INCH LF 490

603.9818 SMOOTH INTERIOR CURRUGATED POLYETHYLENE CULVERT AND STORM DRAIN 18 INCH LF 350

603.9824 SMOOTH INTERIOR CURRUGATED POLYETHYLENE CULVERT AND STORM DRAIN 24 INCH LF 540

604.07260011 CONNECT TO EXISTING DRAINAGE FACILITIES EA 4

604.07290010 REPAIR WALLS OF EXISTING DRAINAGE STRUCTURES SF 100

604.300132 RECTANGULAR DRAINAGE STRUCTURE TYPE A FOR ROUND MANHOLE FRAME LF 72

604.301990 RECTANGULAR DRAINAGE STRUCTURE TYPE S FOR PARALLEL BAR #10 PCB FRAME LF 26

604.4048 ROUND PRECAST CONCRETE MANHOLE TYPE 48 LF 45

605.0901 UNDERDRAIN FILTER TYPE 1 CY 4

605.1501 PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN TUBING, 4 INCH DIAMETER LF 120

609.15 RESETTING EXISTING CURB LF 120

619.01 WORK ZONE TRAFFIC CONTROL LS NEC

619.04 TYPE III CONSTRUCTION BARRICADE EA 40

619.0803 COVER EXISTING PAVEMENT MARKING STRIPES (REMOVABLE TAPE) LF 2815

619.0804 COVER EXISTING PAVEMENT MARKING LETTERS OR SYMBOLS (REMOVABLE TAPE) EA 20

625.01 SURVEY & STAKEOUT LS NEC

640.10 WHITE PAINT REFLECTORIZED PAVEMENT STRIPES - 15 MILS LF 1500

640.11 YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES - 15 MILS LF 2500

640.12 WHITE PAINT REFLECTORIZED PAVEMENT LETTERS - 15 MILS EA 10

640.13 WHITE PAINT REFLECTORIZED PAVEMENT SYMBOLS - 15 MILS EA 5

655.0901 PARALLEL BAR FRAME 10 PCB & PARALLEL BAR GRATE 10 PCB EA 3

655.1202 MANHOLE FRAME AND COVER EA 11

660.7500010 PLUGGING PIPES AND CONDUITS EA 5

663.0108 DUCTILE IRON CEMENT LINED WATER PIPE, 8" LF 75

663.2001 IRON WATER MAIN FITTINGS (3 " - 8 ") LB 100

663.2308 POLYETHYLENE ENCASEMENT FOR WATER PIPE, 8" LF 75

663.25000010 RESTORING WATER SERVICE CONNECTIONS EA 12

699.040001 MOBILIZATION LS NEC