Plans_Section_C.pdf

TOTAL QUANTITY FROM DEMOLITION PLUS TRAFFIC CONTROL.

C-01 TABULATION OF QUANTITIES

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

DESIGNED

Miami, FL 33126 Ph. (305) 514-3100

7650 Corporate Center Dr., Suite 300

Reference

Sheet

Sheet:

VETERANS DRIVE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF

PARSONS

O. MIGUEL

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Quantity Tabulation Sheet

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/17/2017 8:18:20 AM T:\Projects\173908_VeteransDr\roadway\phase_1\Quantities\Quantity051517.dgnMiguel

MAY, 2017

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

Quantity Tabulation Sheet

BRINCKERHOFF

M. PAREDES

MODEL NAME =

DRAWN

CHECKED

MAY, 2017

DATE

PEN TABLE =

$PENTBLL$

DESCRIPTION

R E V I S I O N S

BYDATE

$PLTDRVL$PLOT DRIVER =

FP ID NO.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

2:52:13 PM

ST THOMAS

COUNTY

6/5/2017

ROAD NO.

RTE 30

Javier

U.S.V.I.

T:\Projects\173908_VeteransDr\roadway\phase_1\Quantities\Quantity.dgn

TABULATION OF QUANTITIES

VETERANS DRIVE

C-02

Reference

Sheet

TABULATION OF QUANTITIES

C-03 FP ID NO.

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Quantity Tabulation Sheet

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/17/2017 8:18:39 AM T:\Projects\173908_VeteransDr\roadway\phase_1\Quantities\Quantity051517.dgnMiguel

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 6/5/2017 11:01:52 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD04_TCP.DGNJavier

MAY, 2017

C-04

SUMMARY OF QUANTITIES

TEMPORARY TRAFFIC CONTROL

& EROSION CONTROL

SUMMARY OF EROSION CONTROL DEVICES

FLH PAY ITEM UNITS DESCRIPTION PHASE I PHASE II , IIA PHASE III TOTAL

*15705-0100 LNFT SOIL EROSION CONTROL, SILT FENCE (Not Back Wired) 0 2345 0 *2345

15706-1300 EACH SOIL EROSION CONTROL, INLET PROTECTION, TYPE C 13 10 0 23

15706-1500 EACH SOIL EROSION CONTROL, INLET PROTECTION, TYPE E 24 14 0 38

SUMMARY OF TEMPORARY TRAFFIC CONTROL DEVICES

FLH PAY ITEM UNITS DESCRIPTION PHASE I PHASE II PHASE III TOTAL

61501-1100 SQYD TEMPORARY SIDEWALK, ASPHALT 855 855

63502-1700 EACH TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C 201

63502-0400 EACH TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1 10 37 54 54

63502-1900 EACH TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE 1 1 1

63502-2000 EACH

SIGN

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

63502-2100 EACH TEMPORARY TRAFFIC CONTROL, CRASH CUSHION 1 6 4 11

63502-2900 EACH

AND LETTERS

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS,

4 5 9

*63502-3000 EACH TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER Y/Y 69 67 198 *335

*63503-0400 LNFT TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER 2534 123 2391 *5050

*63503-0500 LNFT TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER 2534 2657 *5195

*63503-0700 LNFT

SOLID 4"

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE,

2445 5792 5490 *13730

63503-0700 LNFT

SOLID 4"

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, YELLOW,

5468 5356 5226 16050

*63503-0700 LNFT

SOLID 24"

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE,

312 270 *585

63504-1000 SQFT TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN 151

63507-0400 HOUR TEMPORARY TRAFFIC CONTROL, POLICE OFFICER 100

63507-0500 HOUR TEMPORARY TRAFFIC CONTROL, FLAGGER 200

63507-0600 HOUR TEMPORARY TRAFFIC CONTROL, PILOT CAR 48

ITEM DESCRIPTION

63501-2000

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (LS)

UNITS PHASE I PHASE II PHASE III TOTAL

SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (TEMPORARY) EACH 1 1

CONDUIT 2" PVC (TEMPORARY) LF 20 20 40

CONDUIT 2" RIGID GALVANIZED STEEL (TEMPORARY) LF 75 125 200

SIGNAL HEAD (TEMPORARY) EACH 6 6

POLE, TYPE TRAFFIC SIGNAL (TEMPORARY WOOD POLE) EACH 2 2

UTILITY BOX, PULLBOX (SIGNAL) (TEMPORARY) EACH 2 2

TOTAL

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:05 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD05_REMOVALS.DGNMiguel

SUMMARY OF QUANTITIES

REMOVALS

STATION /LOCATION

20302-0100

REMOVAL OF BOX CULVERT

(LNFT)

242+70, LT. 7

SUB TOTAL 7

AS REQUIRED

TOTAL 7

STATION /LOCATION

20103-0000

CLEARING AND GRUBBING

(SQYD)

245+70 TO 261+61, LT 2325

SUB TOTAL 2325

AS REQUIRED

TOTAL 2325

STATION /LOCATION

20220-1000

REMOVAL, INDIVIDUAL TREE

(EA)

239+94, 40 LT 1

240+08, 54 LT 1

SUB TOTAL 2

AS REQUIRED

TOTAL 2

STATION /LOCATION

20301-1200

REMOVAL OF HEADWALL

EA

236+97, RT 1

240+16, RT 1

240+38, RT 1

245+57, RT 1

248+25, RT 1

249+53, RT 1

251+64, RT 1

253+48, RT 1

257+51, RT 1

259+71, RT 1

259+84, RT 1

SUB TOTAL 11

AS REQUIRED

TOTAL 11

STATION /LOCATION

20301-1400

REMOVAL OF INLET

(EACH)

240+15, 77.3 LT 1

240+37, 47.0 LT 1

248+21, 37.0 LT 1

249+52, 34.0 LT 1

251+67, 44.0 LT 1

253+46, 35.0 LT 1

257+52, 36.0 LT 1

259+68, 44.0 LT 1

260+00, 4.9 RT 1

SUB TOTAL 9

AS REQUIRED

TOTAL 9

STATION /LOCATION

20301-1500

REMOVAL OF LIGHT POLE

(EA)

237+18, 19.2 LT 1

238+25, 30.8 LT 1

239+43, 49.7 LT 1

240+72, 37.7 LT 1

241+79, 37.1 LT 1

242+85, 38.1 LT 1

243+83, 38.9 LT 1

245+00, 39.9 LT 1

246+22, 43.8 LT 1

248+54, 40.2 LT 1

249+84, 40.8 LT 1

251+18, 45.5 LT 1

252+66, 42.4 LT 1

254+20, 42.1 LT 1

255+65, 55.8 LT 1

257+12, 42.0 LT 1

258+36, 39.1 LT 1

259+62, 38.9 LT 1

261+39, 36.0 LT 1

SUB TOTAL 19

AS REQUIRED

TOTAL 19

STATION /LOCATION

20301-2800

GRANDE ENTRANCE)

OBSTRUCTIONS (YACHT HAVEN

REMOVAL OF STRUCTURE AND

(LS)

Yatch Haven Harbour Entrance

260+12, RT 1

SUB TOTAL 1

AS REQUIRED

TOTAL 1

STATION /LOCATION

20301-3100

(SIGNAL POLE)

REMOVAL OF UTILITY POLE

(EA)

240+01, 37.4 LT 1

240+61, 36.1 LT 1

240+04, 3.6 LT 1

240+44, 3.9 LT 1

SUB TOTAL 4

AS REQUIRED

TOTAL 4

STATION /LOCATION

20303-3500

(TOP CONCRETE RIP-RAP)

REMOVAL OF STONE MASONRY

(SQYD)

236+83 TO 242+67, RT 477

242+78 TO 252+83, RT 830

253+22 TO 257+49, RT 276

SUB TOTAL 1583

AS REQUIRED

TOTAL 1585

STATION /LOCATION

20302-0300

CONCRETE

REMOVAL OF CURB AND GUTTER,

(LNFT)

237+05 TO 240+13, LT 401.00

240+32 TO 242+50, LT 350.00

242+50 TO 242+85, LT 35.00

242+71 TO 245+45, LT 306.00

245+41 TO 245+66, LT 27.00

245+60 TO 261+62, LT 1605.00

237+04 TO 261+62, RT 2440.00

SUB TOTAL 5164.00

AS REQUIRED

TOTAL 5165

C-05

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:05 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD06_REMOVALS.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

REMOVALS

C-06

STATION /LOCATION

20302-2100

REMOVAL OF PIPE CULVERT

(LNFT)

240+36, LT 58

248+22, LT 40

249+51, LT 40

251+67, LT 40

253+45, M 50

257+52, LT 38

260+00.00 25

260+00 TO 261+58, RT 150

SUB TOTAL 441

AS REQUIRED

TOTAL 441

STATION /LOCATION

20304-5000

PUMP HOUSE)

REMOVAL OF BUILDING (EXIST.

(LS)

Pump House

252+79, RT 1

SUB TOTAL 1

AS REQUIRED

TOTAL 1

STATION /LOCATION

20303-3200

CONCRETE

REMOVAL OF SIDEWALK,

(SQYD)

237+05 TO 240+13, LT 215.0

240+34 TO 242+59, LT 261.0

242+73 TO 245+43, LT 224.0

245-62 TO 246+10, LT 27.0

246+42 TO 246+93, LT 22.0

237+05 TO 252+32, RT 1099.0

252+55 TO 261+62, RT 663.0

SUB TOTAL 2511.0

AS REQUIRED

TOTAL 2515

STATION /LOCATION

20305-3000

REMOVAL OF BOULDER (RIPRAP)

(CY)

236+78 TO 237+15, RT 21.2

244+79 TO 251+91, RT 713.0

253+60 TO 261+22, RT 498.9

SUB TOTAL 1233.1

AS REQUIRED

TOTAL 1235

STATION /LOCATION

20303-1900

ASPHALT, 3-INCH DEPTH

REMOVAL OF PAVEMENT,

(SQYD)

237+58 TO 261+62 6511.4

SUB TOTAL 6511.4

AS REQUIRED

TOTAL 6515

STATION /LOCATION

20315-0000

SAWCUTTING PAVEMENT

(LNFT)

236+85, RT 5

237+04.35 M 28

242+41 - 242+78, LT 37

243+85 - 244+14, LT 31

245+95 - 246+11, LT 31

261+62, RT 10

264+89, M 59

11+08 - 11+61, RT 33

11+61, M 59

SUB TOTAL 161

AS REQUIRED

TOTAL 165

STATION /LOCATION

20303-2910

CONCRETE, 8-INCH DEPTH

REMOVAL OF PAVEMENT

(SQYD)

237+58 TO 261+62 6511.4

SUB TOTAL 6511.4

AS REQUIRED

TOTAL 6515

STATION /LOCATION

20305-1000

(TRANSFORMER PEDESTAL)

REMOVAL OF CONCRETE

(CUYD)

239+75, LT 2.9

SUB TOTAL 2.9

AS REQUIRED

TOTAL 3

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/16/2017 7:34:06 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD07_EARTHWORK.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

EARTHWORK

C-07

STATION /LOCATION

20401-0000 20410-0000 20420-0000 20420-1000 20801-0000 25710-2000 25710-3000 FOR INFORMATION FOR INFORMATION

ROADWAY EXCAVATION SELECT BORROW

CONSTRUCTION

EMBANKMENT

SURCHARGE

CONSTRUCTION,

EMBANKMENT

EXCAVATION

STRUCTURE

FILL)

(WALL DRAINAGE

GRANULAR BACKFILL

PAD)

(WALL LEVELING

GRANULAR BACKFILL

BACKFILL TOE WALL WALL DISPOSAL MATERIAL

CY CY CY CY CY CY CY CY CY

236+74.00 - 237+04.74 7 451 223 228 283 23 158 40 244

237+04.74 - 237+50.00 20 999 664 335 409 64 229 59 350

237+50.00 - 238+00.00 27 1041 671 370 444 66 223 74 370

238+00.00 - 238+50.00 29 966 596 370 442 68 197 81 361

238+50.00 - 239+00.00 22 956 585 370 442 68 197 81 361

239+00.00 - 239+50.00 15 917 547 370 394 72 138 82 312

239+50.00 - 239+73.45 13 591 221 370 162 53 36 39 123

239+73.45 - 240+00.00 40 673 303 370 184 58 43 43 141

240+00.00 - 240+50.00 109 1062 692 370 344 86 84 77 267

240+50.00 - 241+00.00 96 934 564 370 337 78 81 78 259

241+00.00 - 241+50.00 82 823 453 370 335 66 96 76 259

241+50.00 - 242+00.00 76 834 464 370 335 65 115 72 263

242+00.00 - 242+50.00 66 843 473 370 337 66 115 72 265

242+50.00 - 242+74.51 31 611 241 370 169 67 57 36 133

242+74.51 - 243+00.00 20 651 281 370 176 51 59 37 139

243+00.00 - 243+50.00 10 958 587 370 336 65 136 65 271

243+50.00 - 244+00.00 7 978 608 370 319 65 138 59 260

244+00.00 - 244+50.00 5 986 616 370 309 69 119 61 248

244+50.00 - 245+00.00 16 961 590 370 303 74 99 64 239

245+00.00 - 245+50.00 28 978 608 370 303 77 81 69 234

245+50.00 - 246+00.00 26 1396 1025 370 277 77 65 65 212

246+00.00 - 246+50.00 17 1757 1757 0 308 88 89 66 242

246+50.00 - 247+00.00 9 1907 1907 0 389 104 131 74 315

247+00.00 - 247+50.00 9 1313 1313 0 411 102 127 83 328

247+50.00 - 248+00.00 14 818 818 0 343 93 70 90 253

248+00.00 - 248+50.00 22 683 683 0 276 92 20 81 195

248+50.00 - 249+00.00 35 646 646 0 262 88 20 66 196

249+00.00 - 249+50.00 49 637 637 0 289 89 19 74 215

249+50.00 - 250+00.00 78 619 619 0 350 97 33 88 262

250+00.00 - 250+50.00 97 626 626 0 366 98 48 88 278

250+50.00 - 251+00.00 82 678 678 0 389 102 34 100 289

251+00.00 - 251+50.00 64 725 725 0 380 104 19 102 278

251+50.00 - 252+00.00 66 942 942 0 324 102 20 85 239

252+00.00 - 252+50.00 93 1081 1081 0 333 102 20 86 247

252+50.00 - 253+00.00 96 974 974 0 395 119 20 100 295

253+00.00 - 253+50.00 74 1042 1042 0 369 127 21 91 278

253+50.00 - 254+00.00 73 895 895 0 339 116 20 85 254

254+00.00 - 254+50.00 76 709 709 0 344 110 20 89 255

254+50.00 - 255+00.00 69 872 872 0 286 104 21 70 216

255+00.00 - 255+50.00 52 1009 1009 0 222 102 23 52 170

255+50.00 - 256+00.00 44 1051 1051 0 189 102 24 46 143

256+00.00 - 256+50.00 47 1004 1004 0 197 102 39 43 154

256+50.00 - 257+00.00 53 900 900 0 225 106 38 44 181

257+00.00 - 257+50.00 51 808 808 0 255 112 22 54 201

257+50.00 - 258+00.00 38 766 766 0 298 117 21 67 231

258+00.00 - 258+50.00 31 762 762 0 371 127 21 94 277

258+50.00 - 259+00.00 25 671 671 0 436 133 21 106 330

259+00.00 - 259+50.00 11 510 510 0 228 83 10 51 177

259+50.00 - 260+00.00 3 365 365 0 0 0 0 0 0

260+00.00 - 260+50.00 13 302 302 0 0 0 0 0 0

260+50.00 - 261+00.00 51 167 167 0 0 0 0 0 0

261+00.00 - 261+50.00 93 11 11 0 0 0 0 0 0

261+50.00 - 261+61.54 28 1 1 0 0 0 0 0 0

SUB TOTAL 2308 43858 36258 7600 15214 4190 3437 3405 11810

TOTAL 2310 44000 36300 7600 15300 4200 3500 3405 11810

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:07 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD08_ROADWAY.DGNMiguel

MAY, 2017

SUMMARY OF QUANTITIES

ROADWAY

C-08

STATION /LOCATION

50101-0300

SMOOTHNESS/ROUGHNESS

6-INCH DEPTH, TYPE C

REINFORCED RIGID PAVEMENT,

(SQYD)

242+67, LT 10.0

245+52, LT 10.0

10+85, RT 47.0

SUB TOTAL 67.0

AS REQUIRED

TOTAL 67

STATION /LOCATION

50101-1500

ROUGHNESS

10-INCH, TYPE C SMOOTHNESS/

REINFORCED RIGID PAVEMENT,

(SQYD)

239+73.29 TO 240+72.09 680.0

246+20.17 TO 246+95.99 476.0

SUB TOTAL 1156.0

AS REQUIRED

TOTAL 1156

STATION /LOCATION

30102-2100

D, 8-INCH DEPTH

AGGREGATE BASE, GRADING C OR

(SQYD)

237+04.35 TO 239+73.91 632.0

239+73.91 TO 240+75.87 1012.0

240+75.87 TO 240+64.91 3035.0

240+64.91 TO 247+01.19 490.0

247+01.19 TO 228+61.65 7509.0

SUB TOTAL 12678.0

AS REQUIRED

TOTAL 12680

STATION /LOCATION

40201-1200

CLASS C, GRADING D

PAVEMENT, MARSHALL TEST,

HOT ASPHALT CONCRETE

(TON)

237+04.39 TO 237+73.45, LT 88.4

237+04.39 TO 237+73.45, RT 104.3

240+73.94 TO 246+17.79 495.8

246+97.93 TO 261+61.54 1239.1

261+61.54 TO 264+88.91 324.7

11+60.60 TO 10+48.07 49.6

SUB TOTAL 2302.0

AS REQUIRED

TOTAL 2305

STATION /LOCATION

41301-0300

/4-INCH-DEPTH

ASPHALT PAVEMENT MILLING, 1-1

(SQYD)

237+04.39 TO 237+73.45, LT 535.8

261+61.54 TO 264+88.91 1968.0

SUB TOTAL 2503.8

AS REQUIRED

TOTAL 2504

STATION /LOCATION

30106-0500

DEPTH

SUBBASE, GRADING A, 12-INCH

(SQYD)

237+04.39 TO 237+73.45 702.0

237+73.45 TO 240+73.94 761.0

240+73.94 TO 246+17.79 3398.0

246+17.79 TO 246+97.93 531.0

246+97.93 TO 261+61.54 8684.0

11+60.60 TO 10+48.07 362.0

SUB TOTAL 14438.0

AS REQUIRED

TOTAL 14440

STATION /LOCATION

41102-0000

PRIME COAT

(GAL)

237+04.39 TO 237+73.45 62.0

237+73.45 TO 240+73.94 71.0

240+73.94 TO 246+17.79 304.0

246+17.79 TO 246+97.93 49.0

246+97.93 TO 261+61.54 751.0

11+60.60 TO 10+48.07 30.0

SUB TOTAL 1267.0

AS REQUIRED

TOTAL 1270

STATION /LOCATION

40201-0400

CLASS A, GRADING B, 3"

PAVEMENT, MARSHALL TEST,

HOT ASPHALT CONCRETE

(TON)

237+04.34 TO 239+73.91 104.3

240+12.11 TO 240+36.65 49.6

240+75.85 TO 246+14.95 495.8

246+95.04 TO 261+61.54 1239.1

SUB TOTAL 1,888.83

AS REQUIRED

TOTAL 1890

STATION /LOCATION

41202-0000

TACK COAT

(GAL)

237+04.39 TO 237+73.45, LT 53.6

237+04.39 TO 237+73.45, RT 31.6

240+73.94 TO 246+17.79 150.3

246+97.93 TO 261+61.54 375.5

261+61.54 TO 264+88.91 196.8

11+60.60 TO 10+48.07 15.0

SUB TOTAL 822.8

AS REQUIRED

TOTAL 825

STATION /LOCATION

55201-0100

(CONC. BOARDER)

STRUCTURAL CONCRETE CLASS A

(CY)

237+73.45 TO 240+73.94 12.8

242+53.17 TO 242+81.07, LT 1.8

245+39.95 TO 245+63.29, LT 1.8

246+17.79 TO 246+97.93 4.9

SUB TOTAL 21.3

TOTAL 22

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:08 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD09_ROADWAY.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

ROADWAY

C-09

STATION /LOCATION

55401-1000

BOARDER)

REINFORCING STEEL (CONC.

(LB)

237+73.45 TO 240+73.94 1603.0

242+53.17 TO 242+81.07, LT 237.0

245+39.95 TO 245+63.29, LT 231.0

246+17.79 TO 246+97.93 610.0

SUB TOTAL 2681.0

AS REQUIRED

TOTAL 2681

STATION /LOCATION

60901-1700

DEPTH (TYPE D)

CURB, CONCRETE, 18-INCH

(LNFT)

242+53 TO 246+14, M 736.0

247+01 TO 260+91, M 2793.0

252+12 TO 253+50, RT 156.0

10+60 TO 11+10, RT 63.0

SUB TOTAL 3748.0

AS REQUIRED

TOTAL 3748

STATION /LOCATION

60801-0400

(CONCRETE)

PAVED WATERWAY, TYPE 4

(SQYD)

247+40 TO 252+20, LT 11

252+20 TO 257+00, LT 20

SUB TOTAL 31

AS REQUIRED

TOTAL 31

STATION /LOCATION

61901-0000

FENCE (ALUMINUM PICKET RAIL)

(LNFT)

259+55 TO 259+87, LT 31.0

SUB TOTAL 31.0

AS REQUIRED

TOTAL 31

STATION /LOCATION

61501-0100

SIIDEWALK, CONCRETE 6"

(SQYD)

246+02, LT 42.5

SUB TOTAL 42.5

AS REQUIRED

TOTAL 45

STATION /LOCATION

61506-1000

(EUROCOBBLE)

PAVING, COBBLESTONE

(SQYD)

237+73.45 TO 240+73.94 934.9

242+53.17 TO 242+81.07, LT 10.4

245+39.95 TO 245+63.29, LT 10.5

246+17.79 TO 246+97.93 726.6

SUB TOTAL 1682.4

AS REQUIRED

TOTAL 1682

STATION /LOCATION

62701-0000

SOD (DITCH)

(SQYD)

242+85 TO 243+05, LT 22

243+30 TO 243+90, LT 49

244+15 TO 245+42, LT 130

245+62 TO 245+95, LT 48

246+10 TO 261+62, RT 3057

SUB TOTAL 3306

AS REQUIRED

TOTAL 3310

STATION /LOCATION

60902-0600

8-INCH DEPTH (VALLEY GUTTER)

CURB AND GUTTER, CONCRETE,

(LNFT)

245+85 TO 246+20, LT 39.0

252+20 TO 253+39, RT 129.0

10+60 TO 11+10, RT 49.0

SUB TOTAL 217.0

AS REQUIRED

TOTAL 217

STATION /LOCATION

61506-2000

PAVING, BRICK

(SQYD)

239+70 TO 261+62, RT 1881.5

SUB TOTAL 1881.5

AS REQUIRED

TOTAL 1882

STATION /LOCATION

61501-0100

SIDEWALK, CONCRETE 4"

(SQYD)

237+04.39 TO 240+12, LT 369.0

240+33 TO 242+59, LT 297.0

242+73 TO 245+42, LT 170.0

245+63.00 TO 245+94, LT 16.0

246+11 TO 261+45, LT 858.0

236+84 TO 261+61, RT 5329.0

SUB TOTAL 7039.0

AS REQUIRED

TOTAL 7040

STATION /LOCATION

61901-1300

HEIGHT

FENCE, CHAIN LINK, 18-IN

(LNFT)

KANAL GADE)

242+05.98, 437.97' LT. (C

12.5

SUB TOTAL 12.5

AS REQUIRED

TOTAL 15

STATION /LOCATION

25101-0000

PLACED RIPRAP

(CUYD)

259+72, 37' LT 7.7

SUB TOTAL 7.7

TOTAL 8

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:08 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD10_DRAINAGE.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

DRAINAGE

C-10

STR No.

/LOCATION

STATION

OFFSET SIDE DESCRIPTION

PIPE CULVERT (RCP) (LF)

(LF)

PCRC BOX CULVERT

INLET (CURB) (EA) MANHOLE (EA)

BOTTOM) (EA)

INLET (DITCH

(EA)

INLET (GUTTER)

60201-0600 60201-0800 60201-0900 60220-0000 60403-0000 60403-0000 60403-0000 60401-0000 60401-0000 60401-0000 60406-0000 60403-0000 60403-0000

18" 24" 30" 6' Span X 2.67' Rise

(DOT)

P1 (<10')

(DOT)

P5 (<10') P6 (<10')

Manhole

Special Type 8 (<10') Manhole Top

Adjustment

Inlet C (<10') V (<10')

- 236+97.09 RT CONC. COLLAR, PIPE 31

S-24 237+19.29 38.06 RT MANHOLE, PIPE 50 1

S-25 237+35.72 65.89 RT MANHOLE, PIPE 41 1

- 237+60.43 RT CONC. COLLAR, PIPE 41

S-25A 237+72.69 57.87 RT MANHOLE, PIPE 24 1

S-26 238+16.25 18.84 LT INLET, PIPE 4 1

S-26A 238+21.84 21.76 RT INLET, PIPE 18 1

S-26B 238+17.09 12.72 LT MANHOLE, PIPE 31 1

S-27 238+24.50 41.08 RT INLET, PIPE 82 1 1

S-28 240+50.00 28.75 RT INLET, PIPE 66 1

- 240+13.39 LT CONC. COLLAR, PIPE 81 1

S-29 240+15.09 75.58 LT INLET, PIPE 49

S-29A 240+15.57 23.86 LT MANHOLE, PIPE 113 1

S-29B 240+36.72 23.83 LT MANHOLE, PIPE 61 1

- 240+40.36 RT CONC. COLLAR, PIPE 109

S-29C 240+34.82 88.3 LT INLET, PIPE 67 1

S-30 241+20.00 28.75 LT INLET, PIPE 4 1

S-30A 241+20.00 0 LT MANHOLE, PIPE 45 ` 1

S-31 241+20.00 28.75 RT INLET, PIPE 7 1

S-32 241+20.00 39.05 RT MANHOLE, PIPE 14 1

S-33 241+93.79 28.75 LT INLET, PIPE 72 1

S-34 242+31.54 28.75 RT INLET, PIPE 106 1

CD-1 242+73.30 2.26 LT CONC. BOX CULVERT 61

- 242+74.51 LT INLET ADJUSTMENT 1

S-35 243+18.79 28.75 LT INLET, PIPE 125 1

S-36 243+94.29 28.75 RT INLET, PIPE 7 1

S-37 243+94.29 40.08 RT MANHOLE, PIPE 14 1

S-38 244+43.79 28.75 LT INLET, PIPE 73 1

S-39 245+76.80 28.75 LT INLET, PIPE 136 1

S-39A 245+59.90 26.63 LT MANHOLE, PIPE 69 1

S-40 245+76.80 28.75 RT INLET, PIPE 172 1

S-40A 245+54.30 31.66 RT MANHOLE, PIPE 28 1

S-41 248+44.80 28.75 LT INLET, PIPE 124 1

S-42 248+44.80 28.75 RT INLET, PIPE 120 1

S-43 249+70.00 40.3 LT DBI, PIPE 9 1

S-44 249+70.00 28.75 LT INLET, PIPE 55 1

S-45 249+70.00 28.75 RT INLET, PIPE 7 1

S-46 249+70.00 38.7 RT MANHOLE, PIPE 15 1

S-47 251+02.80 28.75 LT INLET, PIPE 126 1

S-48 251+02.80 28.75 RT INLET, PIPE 133 1

S-49 252+36.80 28.75 LT INLET, PIPE 120 1

S-50 252+36.80 28.75 RT INLET, PIPE 141 1

S-51 254+94.80 28.75 LT INLET, PIPE 111 1

S-52 254+94.80 28.75 RT INLET, PIPE 130 1

S-53 256+19.00 40.3 LT DBI, PIPE 9 1

S-54 256+19.00 40.3 LT INLET, PIPE 55 1

S-55 256+19.00 28.75 RT INLET, PIPE 7 1

S-56 256+19.00 38.92 RT MANHOLE, PIPE 15 1

S-57 257+54.80 28.75 LT INLET, PIPE 126 1

S-58 257+54.80 28.75 RT INLET, PIPE 139 1

S-59 258+89.80 28.75 LT INLET, PIPE 132 1

S-60 258+89.80 28.75 RT INLET, PIPE 132 1

S-61 259+67.40 28.41 LT INLET, PIPE 4 1

S-61A 259+67.47 1.38 LT MANHOLE TOP, PIPE 11 1

S-62 260+18.30 27.75 RT INLET, PIPE 29 1

261+53.94 24.52 RT PIPE 117

SUB TOTAL 2760 593 254 61 3 21 6 4 10 1 1 2 3

TOTAL 595 255

SUMMARY OF QUANTITIES

TEMPORARY DRAINAGE

C-11

No

Sheet

Ref

Structure

STATION /LOCATION

(TEMPORARY)

(DOT)

INLET (TYPE F)

PIPE

EXISTING

PLUG,

(TEMPORARY)

CULVERT

18-INCH PIPE

(TEMPORARY)

CULVERT

30-INCH PIPE

INLET

REMOVAL OF

CULVERT

PIPE

REMOVAL OF

60403-0000 20310-1000 60201-0600 *60201-0900 20301-1400 20302-2100

(EA) (EA) (LNFT) (LNFT) (EA) (LNFT)

PHASE I

M-04 238+18.91, 0.45' RT 1

M-04 TS-1 241+19.96, 0.15' LT 1

M-05 TS-2 244+20.00 1

M-05 TS-3 245+57.52, 0.28' RT 1

M-05 TS-4 247+00.00 1 140

M-06 TS-5 248+24.00 1 124

M-06 TS-6 249+52.00 1 14

M-06 TS-7 249+70.00 1 189

M-06 TS-8 251+64.00 1 178

M-07 TS-9 253+47.36, 0.10' RT 1

M-07 TS-10 256+19.01 1

M-08 TS-11 257+51.59 1 214

M-08 TS-12 259+69.54 1

PHASE II

M-11 241+20.00, 5.49' LT 1

M-12 244+23.54, 4.40' LT 1

M-13 249+70.01, 5.50' LT 1

PHASE III

M-17 TS-1 241+19.96, 0.15' LT 1

M-18 TS-2 244+20.00 1

M-18 TS-3 245+57.52, 0.28' RT 1 1 43

M-18 TS-4 247+00.00 1 1 46

M-19 TS-5 248+24.00 1 124

M-19 TS-6 249+52.00 1 14

M-19 TS-7 249+70.00 1 1 68

M-19 TS-8 251+64.00 2 1 62

M-20 TS-9 253+47.36, 0.01' RT 1 1 24

M-20 TS-10 256+19.01 1

M-21 TS-11 257+51.59 1 214

M-21 TS-12 259+69.54 1

SUB TOTAL 12 10 645 214 12 595

AS REQUIRED

TOTAL 12 10 645 215 12 595

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:09 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD11_TCP_DRAINAGE.dgnMiguel

DESCRIPTION UNIT

SHEET NUMBERS

PLAN FINAL FINALPLAN FINALPLAN FINALPLAN FINALPLAN FINALPLAN PLAN FINAL

TOTAL

LF

LF

EA

G-03 G-04 G-05 G-06 G-07 G-08

FINALPLAN FINALPLAN

ITEM NO.

63622-0000

63610-2800

63621-1000

LF

EA

EA63623-1000

63623-2000

63621-2000 EA

63610-2900 LF

CY

61104-0200 EA

EA61104-0300

EA

EA61105-0000

61104-0400

61108-1000

61108-3000

EA

EA

298 318

1141 1841

2 1

60405-0000 EA

LF

61114-1500 EA 2 2

SY

UTILITIES

VALVE, AIR RELEASE

VALVE, GATE 20-INCH

WATER SYSTEM ACCESORIES TIE IN (24"X20" TAPPING SLEEVE ASSEMBLY)

VALVE, BOX

ADJUST WATER VALVE

ADJUST WATER METER

CONCRETE, DUCTBANK

CONCRETE, 6" REINFORCED TRANSFORMENT SLAB

MANHOLE ADJUSTMENT

UTILITY TRENCH, DUCTBANK

CONDUIT, 4 INCH, PVC, SCHEDULE 40 IN DUCTBANK (UNDERGROUND)

CONDUIT, 6 INCH, PVC, SCHEDULE 40 IN DUCTBANK (UNDERGROUND)

CONDUIT, 4-INCH, RIGID GALVANIZED STEEL, POLE RISERS

MANHOLE ELECTRICAL

MANHOLE TELEPHONE

SUMMARY OF QUANTITIES

UTILITY BOX, PULLBOX (ELECTRICAL)

UTILITY BOX, TELEPHONE PULLBOX

29.1 39.5

61102-4450 410LF20-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

61114-1500 EA 1 21

61114-5000 EA 1 1WATER SYSTEM ACCESORIES, CURB STOP (IRRIGATION SERVICE)

WATER SYSTEM ACCESORIES TIE IN (2" IRRIGATION SERVICE TAP)

LF 226 535CONDUIT, 2 1/2-INCH, PVC, SCHEDULE 80 (IRRIGATION SLEEVE)

74 495 514 363

63610-1600 LF 90CONDUIT, 2 INCH, PVC, SCHEDULE 80 (IRRIGATION SLEEVE)

225 53

2 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (IRRIGATION SERVICE)

1.2

C-12

G-02G-01

60102-0000

60101-0000

61102-1950

63610-1900

63610-3200

VALVE, BLOW-OFF FLUSHING VALVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = US_Int2D

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:10 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD12_UTILITIES.dgnMiguel

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:10 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD13_SIGNING&MARKING.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

(SIGNING & PAVT. MARKINGS)

C-13

STATION /LOCATION SIDE

63304-0900 63401-1500 63401-1600 63405-0050 63405-0050 63405-2900 63405-2950 63406-0000

Sheeting

Panels, Type 3, Sign, Aluminium Pavement Markings, Type H, Solid

Broken, 4"

Pavement Markings, Type H, Pavement Markings Symbols

H, Word Message

Pavement Markings, Type

Type H, Pavement Markings, H

Pavement Markings, Type Raised Pavement Marker

4" White 4" Yellow 24" White White

10/30 Skip

White

2/4 Skip Bus Merge Only

Arrow

Right Turn

Arrow

Left Turn Merge Arrow Y/Y W/R

SQFT LF LF EACH EACH EA EA EA

237+05 to 240+14 LT 432

240+32 to 242+60 LT 363

242+71 to 245+45 LT 301

245+60 to 264+89 LT 1890

238+83 to 239+66 LT 83

244+78 to 245+75 LT 99

237+04 to 252+12 RT 1480

252+58 to 252+94 RT 39

253+50 to 264+89 RT 1182

238+74 to 239+74 RT 100

240+82 to 242+47 RT 320

247+46 to 248+61 RT 100

236+93 to 239+72 RT 1246 42

240+25 LT 206 6

240+81 to 246+10 LT 1091 8

247+06 to 264+89 LT 3814 20

242+66 LT 4

239+68 LT 133

240+80 LT 195

242+66 to 242+72 LT 35

245+76 LT 132

240+25 to 240+36 RT 71

247+45 RT 132

240+73 to 244+39 LT 403 10

247+02 to 264+61 LT 1758 44

242+88 to 245+84 RT 356 8

248+51 to 264+67 RT 1650 42

252+12 to 252+58 RT 50

252+94 to 253+50 RT 60

239+35 LT 1

238+80 RT 1

239+05 RT 1

241+12 RT 1

242+24 RT 1

242+22 RT 1

242+47 RT 1

252+89 RT 1

245+76 LT

237+75 RT 7.3

239+66** LT 8.3

240+43** LT 8.3

240+83 LT 4.0

240+82 RT 8.3

242+04 LT 7.3

242+76** LT 13.8

243+13 LT 9.0

243+51 RT 6.3

245+65** LT 13.8

251+60 LT 4.0

252+76 RT 1.5 1

258+00 LT 9.0

258+00 RT 9.0

259+37 RT 7.3

260+61 LT 7.3

261+61 RT 4.0

SUB TOTAL 128.2 6,389 6,361 698 4,167 110 1 2 1 2 1 2 76 104

AS REQUIRED

TOTAL 128 6400 6370 700 4170 110 1 2 1 2 1 2 80 105

** 2 SIGNS ASSEMBLY

No.

SIGN

No.

TEXT

SIGN TEXT

STATION SIDE

LOCATION PANEL SIZE TEXT SIZE

(in)

WIDTH

(in)

HEIGHT

(sq ft)

AREA

(in)

RADII

CONNER

(in)

WIDTH

BORDER

(in)

WIDTH

MARGIN

(in)

NUMBERS

(in)

CASE

UPPER

(in)

CASE

LOWER

SERIES

COMBINATION

COLOR

QUANTITY

(sq ft)

TOTAL AREA

REMARKS

AHEAD

WORK

ROAD

G 20-02

R 9-09

R 9-10

W 04-02L

W 04-02R

W 09-01L

W 20-01

W 13-01P

24 12

24 12

24 18

36 36 9

36 36 9

36 36 9

36 36 9

36 36 9

18 18

4.5

8.0

2.0

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

CROSS HERE

AHEAD

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

CLOSED

SIDEWALK

ROAD WORK

END

7 31.5

236 18

24 18 3

R 9-11L

R 9-11R

CROSS HERE

AHEAD

SIDEWALK CLOSED

3.0

3.0

SEE NOTE 1

NEXT 1 MILES

ROAD WORK

G 20-01

2 18

4.5 9

M P H

2.25 2 4.5

4 36

W 20-01

W 20-01 36 36 911 SEE NOTE 1 1 9

100 FT

WORK

ROAD

200 FT

WORK

ROAD

300 FT

WORK

ROAD

1 9

1 9

SUMMARY OF QUANTITIES

CONST. SIGN SCHEDULE

C-14

2. SEE STANDARDS FOR SIGN LAYOUT OR PLACE AS DIRECTED BY THE CO.

TRAFFIC CONTROL DEVICES (MUTCD)", LATEST EDITION.

1. CONSTRUCT AND ERECT ALL SIGNS IN ACCORDANCE WITH THE "MANUAL ON UNIFORM

NOTES:

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = default

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:11 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD14_MOT.DGNMiguel

DEPARTMENT OF PUBLIC WORKS

NO.

SHEET

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:37 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\TABQSG01.DGNnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

UNIT

SHEET NUMBERS

PLAN FINAL FINALPLAN FINALPLAN FINALPLAN FINALPLAN FINALPLAN FINAL

TOTAL

ITEM NO.

PAY

S-03 S-04 S-05

PLANS

455 225

6 2

GUIDELINES PUBLISHED BY EASTERN FEDERAL LANDS HIGHWAY DIVISION.

THESE PAY ITEMS ARE IN COMPLIANCE WITH FHWA ENGINEER'S ESTIMATE

SIGNALIZATION

TABULATION OF QUANTITIES

63602-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL (LPSM)

UTILITY BOX, PULL BOX (SIGNALIZATION)

POLE, TYPE TRAFFIC SIGNAL, SINGLE ARM (FDOT STANDARD)

POLE, TYPE TRAFFIC SIGNAL, DOUBLE ARM (FDOT STANDARD)

POLE, PEDESTRIAN SIGNAL ALUMINUM (FDOT STANDARD)

SIGNAL HEAD, 3 SECTION, LED (FDOT STANDARD)

WIRE, ELECTRICAL CONDUCTORS 6 AWG (INSULATION) (SIGNALIZATION)

CONDUIT, 2 INCH, RIGID GALVANIZED, STEEL (SIGNALIZATION)

CONDUIT, 2 INCH, SCHEDULE 40 PVC, (UNDERGROUND) (SIGNALIZATION)

SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM, VIDEO IMAGING

SYSTEM INSTALLATION, ELECTRICAL

SYSTEM INSTALLATION, TRAFFIC SIGNAL

SIGN, ALUMINUM PANEL, TYPE 3 SHEETING, INTERNALLY ILLUMINATED

130 80 210

1EA

EA

EA

EA

EA

EA

LF

LF

EA

EA

EA

EA

C-15

DEPARTMENT OF PUBLIC WORKS

SHEET

NO.

MODEL NAME = US_Int2DPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:52:36 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\TABQLT01.DGNUSER: PerezR

DESIGNED

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONDATE BY

RTE 30

ROAD NO. COUNTY FP ID NO.

DPC-34(1)

7650 CORPORATE CENTER DRIVE, SUITE 300

MIAMI, FL 33126 Ph. (305) 514-3100

ENGINEER OF RECORD

Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017

UNIT

SHEET NUMBERS

PLAN FINAL FINALPLAN FINALPLAN FINALPLAN FINALPLAN FINALPLAN PLAN FINAL

TOTAL

CONDUIT 2" DIRECTIONAL BORING (UNDERPAVEMENT)

T-04 T-05 T-06 T-07 T-08

FINALPLAN FINALPLAN

1,060

5,449

11,545 9,504

1,337

7,574 9,989 6,059 44,671

48 45 60

13,049

2,706

440 523

2,739 3,3883,276 940

2,351

6 8

5 5

POLE, TYPE A (13’ HIGH) 31

1,120 1,008

LIGHTING TABULATION OF QUANTITIES

CONCRETE 8" REINFORCED TRANSFORMER PAD (F&I)

16 512 2015

SYSTEM INSTALLATION, LIGHTING (POLE CABLE DISTRIBUTION

SYSTEM LIGHTING)

SYSTEM INSTALLATION, ELECTRICAL (LOAD CENTER, SECONDARY

VOLTAGE)

LOCATE UTILITIES, (AT EACH LIGHT POLE)

WIRE, ELECTRICAL CONDUCTORS, 8 AWG (INSULATED)

WIRE, ELECTRICAL CONDUCTORS, 6 AWG (INSULATED)

WIRE, ELECTRICAL CONDUCTORS, 2 AWG (INSULATED)

LUMINAIRE, (LANTERN, M.H. 15 FT.)

LUMINAIRE, (ROADWAY DOWN LIGHT, M.H. 35 FT)

LUMINAIRE, (LED BOLLARD)

POLE, TYPE B (32’ HIGH, 6’ ARM)

POLE, (PRESTRESSED CONCRETE POLE, TYPE P-11)

UTILITY, PULLBOX (LIGHTING)

UTILITY, JNCTION BOX, (BOLLARD POSTS)

EACH

EACH

EACH

LNFT

LNFT

LNFT

LNFT

LNFT

LNFT

LNFT

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

CONDUIT - (1/2-INCH, PVC, SCHEDULE 80) (BOLLARD POST)

CONDUIT 1 INCH, PVC (SCHEDULE 80)

CONDUIT 2 INCH, PVC (SCHEDULE 40) (UNDERGROUND)

WIRE, ELECTRICAL CONDUCTORS, 12 AWG (INSULATED)

CONCRETE, 8" REINFORCED CONCRETE SLAB (LOAD CENTER PAD)

CONCRETE, 6" REINFORCED CONCRETE SLAB (PULL BOXES)

CUYD

CUYD

0.6

1.35 2.25 2.25 2.25

0.6

8.10

120 120

63602-3000 SYSTEM INSTALLATION, LIGHTING

(LPSM)

C-16

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Topo

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:12 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD17_STRUCTURES.dgnMiguel

MAY, 2017

SUMMARY OF QUANTITIES

STRUCTURES

C-17

SPECIAL PIPE HEADWALL

FLH PAY ITEM UNITS DESCRIPTION TOTAL

55201-0200 CUYD STRUCTURAL CONCRETE, CLASS "A" (AE) (SPECIAL HEADWALL) 23.4

55401-1000 LB REINFORCING STEEL (SPECIAL HEADWALL) 2343

WALL (CONCRETE PRECAST MODULAR BLOCK WALL)

FLH PAY ITEM UNITS DESCRIPTION TOTAL

20701-0700 SQYD EARTHWORK GEOTEXTILE, TYPE II-A (BETWEEN STONE BACKFILL AND EARTH) 6600

25703-1000 SQFT RETAINING WALL, CONCRETE BLOCK (PRECAST MODULAR BLOCK SEAWALL) 40130

55201-0200 CUYD STRUCTURAL CLASS "A" (AE) (COPING, BOLLARDS AND STEPS) 623.0

55401-1000 LB REINFORCING STEEL (COPING, BOLLARS AND STEPS) 46370

PLANTINGS (LS)

PAY ITEM DESCRIPTION SIZE AND SPECIFICATIONS SPACE QUANTITY UNITS

62632-0000

CR - CLUSIA ROSEA PITCH APPLE/AUTOGRAPH TREE 12' TO 15'; 2" CALIPER A.S 25', 50' O.C 27 EA

PSR - PHOENIX SYLVESTRIS 'ROBUSTA' 16'-18' HP 25'-0" O.C 63 EA

PALM

RB - ROYSTONEA BOURINGUENA PUERTO RICAN ROYAL

23'-25' PH A.S 50' O.C 30 EA

ZM - ZOYSIA MANILA SOD SUPPLIER: TO BE DETERMINED NA 3.50 SY

SUMMARY OF HARD SCAPE QUANTITIES

PAY ITEM DESCRIPTION QUANTITY UNITS

61506-1000 Paving, Brick 1885 SQYD

61506-2000 Paving, Cobblestone (Euro-cobble with /1.5 Mortar) 1685 SQYD

61904-0000 Bollard Post (Concrete Bollards [18"x18"x4'-0"H] ) 198 EA

61901-0000 Fence, (Bollard Chain) 2302 LF

62640-0000 Tree Grate 2 EA

64603-0000 slab )

Fixture Trash Receptacle (Big Belly Solar,including base

5 EA

62640-0300 base)

Fixture, Bench (72" (Series 145-60 by DuMor,with concrete

36 EA

64603-0800 Fixture, Kiosk (Plaque Base) 3 EA

IRRIGATION SYSTEM (LS)

PAY ITEM DESCRIPTION QUANTITY UNITS

61110-1000

HALF SPRAY, 8' RADIUS 215 EA

CENTER SPRAY, 4' X 27' SPRAY 65 EA

FULL SPRAY, 12' RADIUS 31 EA

2" PVC IRRIGATION PIPING 6900 LF

BATTERY OPERATED CONTROLLER 9 EA

PAY ITEMS 62632-0000 AND 61110-1000 PLANTING AND IRRIGATION SYSTEM.

REQUIRED TO COMPLETE THE WORK AND WILL BE CONSIDER INCIDENTAL TO

2. THE LIST OF ITEMS SHOWN MAY NOT BE ALL INCLUSIVE. OTHER ITEMS MAY BE

ITEMS FOUND ON THIS SHEET ARE NOT THEMSELVES CONTRACT PAY ITEMS.

FOR PLANTING AND IRRIGATION SYSTEM INSTALLATION.

1. PLANTINGS (LS) AND IRRIGATION SYSTEM (LS) PROVIDE THE LUMP SUM PRICE

NOTES:

SUMMARY OF QUANTITIES

LANDSCAPE

e-mail: jaredian2@vipowernet.net telephone: 340.777.1600 fax: 340.777.1601

St. Thomas, U.S. Virgin Islands 00804

Post Office Box 6218

No.33 Dronningens Gade - Queen's Quarter

Jaredian Design Group

Architects, Engineers and Planners

CEB

JPW

JDG

FP ID NO.

DCP-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

Marie-Elsie Dowell P.E., No. 1235E

ENGINEER OF RECORD

M. PAREDES

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

Sheet:

VETERANS DRIVE

C-18

U.S.V.I.

DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:13 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD018_LANDSCAPE.dgnMiguel

JANUARY, 2016

SUMMARY OF QUANTITIES C-19

PERMANENT SIGNS

PERMANENT SIGNS

Pay Item

PANEL SIZE 63304-0900

MUTCD No. SIGN TEXT

W I D

T H

H E I G

H T

A R

E A

COLOR COMBINATION

Q U

A N

T I T

Y

(SQFT)

3 Sheeting panels, Type

Aluminum

Signs, (No Pay)

SUPPORT

REMARKS

in in SQFT LNFT

R2-1 SPEED LIMIT 20 30 36 7.50 BLACK ON WHITE 4 30.00 16

W11-2 PICTORICAL PED CROSSING 30 30 6.25 BLACK ON WHITE 3 18.75 16

W16-7P PICTORICAL ARROW 24 12 2.00 BLACK ON WHITE 3 6.00 14

M1-04 ROUTE 30 SHIELD 24 24 4.00 BLACK ON WHITE 3 12.00 15

R3-5L LEFT TURN ONLY 30 36 7.50 BLACK ON WHITE 2 15.00 16

R1-1 STOP 30 30 6.25 WHITE ON RED 2 12.50 16

W1-4R REVERSE CURVE RIGHT 36 36 9.00 BLACK ON WHITE 3 27.00 16

W4-2L LANE REDUCTION LEFT 30 30 6.25 BLACK ON WHITE 1 6.25 16

R7-4 NO STANDING ANY TIME 12 18 1.50 BLACK ON WHITE 1 1.50 15

Subtotal this sheet 22 129.00

TOTAL 22 129.00

Rounded Total 129.00

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = default

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:14 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD019_SIGNANGE.dgnMiguel