Blair_Street_Bridge_Folio_4-25-16.pdf

Drawing No. Name Sepia 026 Guardrail Connector to Bridge End Type A RBC 002‐02 Guardrail Connector to Bridge End Type A Components Sepia 014 Guardrail Connector to Bridge End Type A and A‐1 Components Sepia 027 Guardrail Connector to Bridge End Type A‐1 Sepia 012 Steel Beam Guardrail ("W" Beam) Sepia 008 Guardrail Components RBR‐010‐05 Guardrail Terminal Sections Sepia 013 Guardrail Posts RBR‐016‐04 Guardrail Posts RBR‐035‐10 Guardrail End Treatment Type 4A RDB‐012‐07 Drop Box Inlet Type 11 RDB‐012‐09 Drop Box Inlet Type 12 RDB‐013‐06 Drop Box Inlet Type 13 (Detail Sheet) RDB‐014‐05 Drop Box inlet Type 13 and Type 16 (Frame and Grate Details) RDB‐015‐03 Drop Box Inlet Type 13 RDB‐017‐02 Drop Box Inlet Type 13 (Pipe Chamber‐Sag Condition) RDB‐018‐03 Drop Box Inlet Type 13 (additional steel‐riser) RDB‐019‐03 Drop Box Inlet Type 13 (Additional Steel ‐ Chamber) RDD‐040‐04 Channel Lining Class II and III RDI‐001‐09 Culvert, Entrance, & Storm Sewer Pipe Types & Cover Heights RDI‐020‐08 Pipe Bedding for Culverts, Entrance, and Storm Sewer Pipe RDI‐025‐04 Pipe Bedding Trench Condition RDX‐001‐05 Junction Box RDX‐002‐03 Junction Box (Dimensions & Quantities) Sepia 016 Silt Trap B RDX‐210‐02 Temporary Silt Fence RDX‐215 Temporary silt Fence with Woven Wire Fence Fabric

RDX‐220‐04 Silt Trap Type A Sepia 005 Right‐of‐Way Monuments RPM‐100‐09 Curb and Gutter, Curb and Valley Gutter RPM‐152‐07 Concrete Entrance Pavement and Sidewalk Sepia 030 Sidewalk Ramps with Handrail Sepia 029 Sidewalk Ramps Sepia 017 Lane Closure Two‐Lane Highway TTS‐105‐01 Mobile Operation for Paint Striping Case II RDX‐230 Silt Trap Type C

RGX‐040‐02 Detectable Warnings RGX‐050‐01 Gabion Retaining Walls

KYTC STANDARD DRAWINGS (NOT INCLUDED)

SHEET No. TITLE

Q1P‐64/240 TITLE SHEET

Q1P‐64/241 INDEX OF DRAWINGS

Q1P‐64/242 LAYOUT MAP

Q1P‐64/243 EXISTING SITE PLAN

Q1P‐64/244 TYPICAL SECTIONS

Q1P‐64/245 GENERAL SUMMARY

Q1P‐64/245a DISPOSAL SITE LOCATION MAP

Q1P‐64/246 DEMOLITION PLAN

Q1P‐64/247 RIVER BANK STABILIZATION PLAN

Q1P‐64/248 UTILITY RELOCATION PLAN SHEET

Q1P‐64/249 WATERLINE PROFILES SHEET

Q1P‐64/250 TYPICAL SEWER CONSTRUCTION DETAILS SHEET

Q1P‐64/251 TYPICAL WATERLINE CONSTRUCTION DETAIL SHEET

Q1P‐64/252 PLAN SHEET

Q1P‐64/253 BLAIR STREET PROFILE

Q1P‐64/253a MAIN STREET PROFILE

Q19‐64/254 RIGHT OF WAY

Q19‐64/255 RIGHT OF WAY SUMMARY

Q19‐64/256 STRIPING PLANS

Q19‐64/257 CONSTRUCTION PHASING ‐ PHASE 1

Q19‐64/258 CONSTRUCTION PHASING ‐ PHASE 2

Q19‐64/259 MAINTENANCE OF TRAFFIC

Q19‐64/260 EROSION CONTROL

Q19‐64/261 EROSION CONTROL

Q19‐64/262 COORDINATE CONTROL

Q19‐64/263 PAVEMENT ELEVATION DEVELOPMENT

Q19‐64/264 PAVEMENT ELEVATION DEVELOPMENT

Q19‐64/265 PAVEMENT ELEVATION DEVELOPMENT

Q19‐64/266 PIPE SHEETS

Q19‐64/267 PIPE SHEETS

Q19‐64/268 CROSS SECTIONS

Q19‐64/269 CROSS SECTIONS

Q19‐64/270 CROSS SECTIONS

Q19‐64/271 CROSS SECTIONS

Q19‐64/272 TITLE SHEET

Q19‐64/273 GENERAL NOTES

Q19‐64/274 LAYOUT

Q19‐64/275 BORING LAYOUT AND LOGS

Q19‐64/276 FOUNDATION LAYOUT

Q19‐64/277 END BENT NO. 1

Q19‐64/278 WINGWALLS 1 & 2 DETAILS

Q19‐64/279 PIER 1

Q19‐64/280 END BENT NO. 2

Q19‐64/281 WINGWALLS 3 & 4 DETAILS

Q19‐64/282 FRAMING PLAN

Q19‐64/283 TYPICAL SECTION

Q19‐64/284 BOX BEAM DETAILS

Q19‐64/285 BRIDGE RAILING

Q19‐64/286 CURB DETAILS

Q19‐64/287 SIDEWALK

Q19‐64/288 PEDESTRIAN RAILING

Q19‐64/289 BILL OF REINFORCEMENT

Q19‐64/290 GUARDRAIL CONNECTOR TO BRIDGE END ‐ TYPE A

Q19‐64/291 GUARDRAIL CONNECTOR TO BRIDGE END ‐ TYPE A‐1

INDEX OF DRAWINGS

205 EMB

0 EFB

205 TOTAL

1200 COM

0 EFB

1200 TOTAL

ROADWAY EMBANKMENT

CHANNEL EXCAVATION

461 462 521 522 1550 1553 1642 8100 8150 21433ES214

CU YD LBS SQ YD

102+27.00 0˚ 17 78 2 0.93 8 150 18" S&F HEADWALL

0+94.18 5˚ 39 0.93 8 65 18" S&F HEADWALL

1+06.22 1˚ 33' 05" 31 1 1 50

15 48 1 25

2+75.30 40˚ 59 1 0.75 7 90 15" S&F HEADWALL

0 63 59 117 48 5 1 2.61 23 380

PIPE DRAINAGE SUMMARY

C U

LV

E

R T

P

IP

E

S

TO

R M

S

E W

E R

P

IP

E

C

LA

S S

A

C

O N

C R

E

TE

G E

O

TE

X

TI

LE

TY

IV

F O

P

IP

E

SH

EE

T

NO

SKEW REMARKS

R E

IN

F.

S

TE

E L

JU

N

C

TI

N

B

X

D R

O P

B

X

IN

T

TY

P E

C U

LV

E

R T

P

IP

E

S

TO

M

S

W

E R

P

IP

E

D R

O P

B

X

IN

T

TY

P

A

MAIN STREET

EA

ITEM CODE

TOTAL PROJECT

UNIT TO BID LF

BLAIR STREET

1+13.45 TO 1+62.18

ITEM

CODE

ITEM UNIT

BL

AI

R

ST

RE

ET

M

AI

N T

ST

RE

ET

TO

TA

L P

RO

JE

CT

1 DGA BASE 1 TON 84 163 246

190 LEVELING AND WEDGING PG 64‐22 TON 40 40

203 CL2 ASPHALT BASE 1.00D PG 64‐22 TON 115 106 221

309 CL2 ASPHALT SURFACE 0.38D PG 64‐22 TON 95 33 129

PAVING SUMMARY

ITEM

BL

AI

R

ST

RE

ET

M

AI

N T

ST

RE

ET

TO

TA

L P

RO

JE

CT

1.25" CL2 ASPHALT SURFACE 0.38D PG 64‐22 440 483 923

4.0" CL2 ASPHALT BASE 1.00D PG 64‐22 483 483

4.75" CL2 ASPHALT BASE 1.00D PG 64‐22 2 440 440

4.0" DGA BASE 363 707 1070

LEVELING AND WEDGING PG 64‐22 400 400

PAVING AREAS (SQ YD)

ITEM DESCRIPTION UNIT BL

AI

R

ST

RE

ET

M

AI

N S

TR

EE

T

TO

TA

L P

RO

JE

CT

1718 REMOVE INLET EACH 1 1

1810 STANDARD CURB AND GUTTER LF 275 260 535

1825 ISLAND CURB AND GUTTER LF 25 25

1904 REMOVE CURB LF 276 276

2014 BARRICADE‐TYPE III EACH 3 3

2159 TEMPORARY DITCH LF 500

2200 EXCAVATION AND FILL CU YD 1405 1405

2351 GUARDRAIL‐STEEL W BEAM S‐FACE LF 25 25

2363 GUARDRAIL CONNECTOR TO BRIDGE END TY A EACH 1 1

2391 GUARDRAIL END TREATMENT TYPE 4A EACH 1 1

2484 SPECIAL RIPRAP TON 1059

2545 CLEARING AND GRUBBING 1 JOB 1

2562 TEMPORARY SIGNS 2 SQ FT 201

2569 DEMOBILIZATION JOB 1

2585 EDGE KEY LF 18 307 325

2650 MAINTAIN AND CONTROL TRAFFIC 3 JOB 1

2701 TEMPORARY SILT FENCE LF 500

2703 SILT TRAP TYPE A EACH 1

2704 SILT TRAP TYPE B EACH 8

2706 CLEAN SILT TRAP TYPE A EACH 1

2707 CLEAN SILT TRAP TYPE B EACH 8

2709 CLEAN TEMPORARY SILT FENCE LF 500

2720 SIDEWALK ‐ 4 IN CONCRETE SQ YD 78 110 188

2726 STAKING JOB 1

5950 EROSION CONTROL BLANKET SQ YD 25

5966 TOPDRESSING FERTILIZER TON 0.25

5985 SEEDING AND PROTECTION SQ YD 3800

6514 PAVE STRIPING‐PERM PAINT‐4 IN LF 391 735 1126

6582 PAVEMENT MARKER TYPE IV‐BY EACH 4 4

2705 SILT TRAP TYPE C EACH 6

2708 CLEAN SILT TRAP TYPE C EACH 6

1314 PLUG PIPE EACH 1

2562 PERMANENT SIGNS 2 SQ FT 13

2568 MOBILIZATION JOB 1

3387 8" PVC WATERLINE LF 211

3383 4" PVC WATERLINE LF 106

14004 4" PE DIRECTIONAL BORE STREAM CROSSING LF 104

1085 16" STEEL ENCASEMENT PIPE‐OPEN CUT LF 55

24518EC CAP & ABANDON EX. 8" WATERLINE EACH 2

24518EC CAP & ABANDON EX. 4" WATERLINE EACH 1

21750NN TIE TO EXISTING 8" WATERLIINE ‐ WET TAP EACH 2

23169NN TIE TO EXISTING 4" WATERLINE ‐ WET TAP EACH 1

14019 FIRE HYDRANT EACH 1

3528 8" GATE VALVE EACH 1

3524 4" GATE VALVE EACH 2

23363EC 4" LEAK DETECTION VALVE ARRANGEMENT EACH 1

15093 ADJUST EXISTING SANITARY SEWER MH EACH 3

6565 PAVE MARKING‐THERMO X‐WALK‐6 IN LF 40 40

GENERAL SUMMARY

DESCRIPTION QTY

TYPE III BARRICADE 3

SIGN POSTS 28

SIGN ID SIGN DESC SIZE (IN) QTY SQ FT

M4‐8 DETOUR 24X12 22 44

M4‐8a END DETOUR 24X18 2 6

M4‐10 DETOUR ARROW 48X18 1 6

M5‐1 ADV 90° ARROW LT 21X15 2 4.4

M5‐1 ADV 90° ARROW RT 21X15 2 4.4

M5‐2 ADV 45° ARROW RT 21X15 1 2.2

M6‐1 90° ARROW LT 21X15 6 13.1

M6‐1 90° ARROW RT 21X15 6 13.1

M6‐3 0° ARROW 21X15 3 6.6

R11‐2 ROAD CLOSED 48X30 3 30

R11‐3a ROAD CLOSED AHEAD 60X30 1 12.5

W14‐2 NO OUTLET 24X24 1 4

W16‐1 1000 FEET 24X18 1 3

W16‐2 500 FEET 24X18 1 3

W16‐2 250 FEET 24X18 2 6

W16‐8 E MAIN ST 24X12 7 14

W16‐8 N BLAIR ST 24X12 14 28

TOTALS 200.3

SECTION

DISTURBED

AREA (AC)

MAXIMUM SEDIEMENT

VOLUME (CU FT)

DDA 1 0.21 756

DDA 2 0.18 648

DDA 3 0.04 144

DDA 4 0.06 216

DDA 4A 0.06 216

DDA 5 0.04 144

DDA 6 0.03 108

DDA 7 0.02 72

DDA 8 0.04 144

DDA 9 0.04 144

DDA 10 0.06 216

DDA 11 0.03 108

DISTRUBED DRAINAGE AREAS

Name Northing Easting Elevation Description

130 1886870.227 2447353.622 1439.3 9.31' RT BLAIR STA 101+69.22

173 1886749.57 2447232.995 1438.17 9.6' RT BLAIR STA 100+00

475 1886760.444 2447221.396 1437.425 15.65' RT MAIN STA 1+06.29

CONTROL MONUMENTS Point Type Station Bearing Northing Easting

POB 100+00 1886757.354 2447227.253

255.00 N 45˚ 04' 10.3" E

POE 102+55.00 1886937.355 2447407.691

BLAIR STREET

Point Type Station Bearing Northing Easting

POB 0+00 1886813.763 2447128.046

275.00 S 68˚ 42' 22.5" E

POE 2+75.00 1886713.895 2447384.275

MAIN STREET

Sheet No. Description

272 TITLE SHEET

273 GENERAL NOTES

274 LAYOUT

275 BORING LAYOUTS AND LOGS

276 FOUNDATION LAYOUT

277 END BENT NO. 1

278 WINGWALLS 1 & 2 DETAILS

279 PIER 1

280 END BENT NO. 2

281 WINGWALLS 3 & 4 DETAILS

282 FRAMING PLAN

283 TYPICAL SECTION

284 BOX BEAM DETAILS

285 BRIDGE RAILING

286 CURB DETAILS

287 SIDEWALK

288 PEDESTRIAN RAILING

289 BILL OF REINFORCEMENT

290 GUARDRAIL CONNECTOR TO BRIDGE END - TYPE A

291 GUARDRAIL CONNECTOR TO BRIDGE END - TYPE A-1

BDP-003-03 Box Beam Miscellaneous Details BGX-006-09 Stencil Construction Data for Bridges BGX-012-02 Geotechnical Legend

BPS-003-09 HP 12 x 53 Steel Piles BBP-003-02 Elastomeric Bearing Pads for Box Beams BDP-004-03 Box Beam Tension Rod Details RBR-010-05 Guardrail Terminal Sections BGX-004-09 Concrete Slope Walls for Grade Separation Bridges BGX-005-09 Concrete Slope Walls for Grade Separation Bridges

2012 Kentucky Standard Specifications for Road and Bridge Construction w/ Current Supplemental Specifications 2002 AASHTO Standard Specifications for Highway Bridges w/ Current Interims

INDEX OF SHEETS

SPECIAL NOTES

KENTUCKY TRANSPORTATION CABINET

DEPARTMENT OF HIGHWAYS

STANDARD DRAWINGS

SPECIFICATIONS

RGX-100-05 Treatment of Embankment at Bridge End Bent Structures

RGX-105-07 Treatment of Embankment at Bridge End Bent Structures

FT. IN. FT. IN. FT. IN. FT. IN. FT. IN.

C401E 1 57 #4 4 3 Curb 1 9 0 10 - - - - C501E Str. 6 #5 32 7 Curb - - - - - - - -

R300E 3 80 #3 4 10 Railing 1 0 0 10 - - - - R301E 3 60 #3 5 8 1 8 0 7 - - - - R400E Str. 16 #4 1 6 - - - - - - - - R401E Str. 8 #4 2 10 - - - - - - - - R402E 2 8 #4 7 4 4 4 3 0 0 3 3 0 R403E 4 14 #4 3 8 3 0 0 8 - - - - R404E 4 40 #4 3 5 2 9 0 8 - - - - R405E 4 8 #4 3 6 2 10 0 8 - - - - R500E 3 24 #5 11 1 4 2 0 10 - - - - R501E 3 8 #5 8 1 2 8 0 10 - - - - R502E Str. 24 #5 35 5 - - - - - - - - R503E Str. 8 #5 14 8 - - - - - - - - R504E Str. 8 #5 17 0 - - - - - - - - R505E Str. 8 #5 12 4 - - - - - - - - R600E Str. 28 #6 3 1 - - - - - - - - R601E Str. 80 #6 2 10 - - - - - - - - R602E 4 14 #6 3 11 3 0 0 6 - - - - R603E 4 40 #6 3 8 Railing 2 9 0 6 - - - -

S401E Str. 42 #4 32 7 Sidewalk - - - - - - - - S501E Str. 89 #5 6 6 - - - - - - - - S502E Str. 89 #5 6 5 - - - - - - - - S503E Str. 2 #5 6 11 - - - - - - - - S504E Str. 2 #5 6 9 - - - - - - - - S505E Str. 2 #5 6 8 - - - - - - - - S506E Str. 2 #5 6 6 Sidewalk - - - - - - - -d

BILL OF REINFORCEMENT - SUPERSTRUCTURE

MARK TYPE NO. LENGTHSIZE LOCATION a b c

FT. IN. FT. IN. FT. IN. FT. IN. FT. IN.

P401 Str. 28 #4 27 6 Pierwall - - - - - - - - P402 7 28 #4 6 11 Pierwall 1 9 3 5 2 2 - - P403 1 2 #4 5 8 Cap 1 4 3 1 - - - - P404 1 2 #4 5 8 Cap 1 4 3 1 - - - - P405 1 2 #4 5 9 Cap 1 4 3 2 - - - - P501 Str. 18 #5 32 8 Footing - - - - - - - - P502 Str. 33 #5 7 8 Footing - - - - - - - - P503 Str. 5 #5 34 8 Cap - - - - - - - - P504 1 74 #5 8 6 Cap 2 9 3 1 - - - - P505 Str. 4 #5 34 8 Cap - - - - - - - - P601 6 33 #6 9 2 Footing 7 2 1 0 0 6 7 8

P602E Str. 40 #6 1 6 Cap P801 5 58 #8 8 11 Footing & Pierwall 7 6 1 5 0 8 7 10 P802 5 58 #8 16 7 Pierwall 15 2 1 5 0 8 15 6 P803 6 5 #8 36 10 Cap 34 0 1 5 0 8 34 8 a b c d

BILL OF REINFORCEMENT - PIER 1

MARK TYPE NO.

LENGTH

SIZE LOCATION

FT. IN. FT. IN. FT. IN. FT. IN. FT. IN.

F401 1 70 #4 9 5 Cap 3 5 2 7 - - - - F402 8 42 #4 8 6 3 7 4 2 - - - - F403 8 18 #4 6 6 3 7 2 2 - - - - F404 8 18 #4 7 2 4 3 2 2 - - - - F501 Str. 6 #5 40 6 - - - - - - - - F502 Str. 6 #5 43 8 - - - - - - - -

F601E Str. 20 #6 1 6 - - - - - - - - F801 Str. 8 #8 40 6 Cap - - - - - - - -

A501E Str. 16 #5 4 1 Wingwall - - - - - - - - B1 Str. 11 #4 17 10 - - - - - - - -

H1E 2 18 #5 15 0 14 4 0 8 0 7 1/2 0 2 3/4 H2E 9 16 #5 15 0 14 4 0 8 0 7 1/2 0 2 3/4 V1E Str. 38 #5 7 1 - - - - - - - - V2E Str. 40 #5 7 9 Wingwall - - - - - - - -

LOCATION

a b c d

BILL OF REINFORCEMENT - END BENT 2

MARK TYPE NO.

LENGTH

SIZEFT. IN. FT. IN. FT. IN. FT. IN. FT. IN.

F401 1 70 #4 9 5 Cap 3 5 2 7 - - - - F402 8 40 #4 8 6 3 7 4 2 - - - - F403 8 18 #4 6 6 3 7 2 2 - - - - F404 8 18 #4 7 2 4 3 2 2 - - - - F501 Str. 6 #5 37 9 - - - - - - - - F502 Str. 6 #5 39 5 - - - - - - - -

F601E Str. 20 #6 1 6 - - - - - - - - F801 Str. 8 #8 37 9 Cap - - - - - - - -

A501E Str. 8 #5 4 0 Wingwall - - - - - - - - A502E Str. 4 #5 2 9 - - - - - - - - A503E Str. 4 #5 3 4 - - - - - - - -

B1 Str. 11 #4 17 10 - - - - - - - - H1E 2 16 #5 15 4 14 8 0 8 0 7 1/2 0 2 3/4 H2E 2 18 #5 15 4 14 8 0 8 0 7 1/4 0 3 3/8 V1E Str. 40 #5 7 1 - - - - - - - - V2E Str. 39 #5 7 9 Wingwall - - - - - - - -b c d

BILL OF REINFORCEMENT - END BENT 1

MARK TYPE NO.

LENGTH

SIZE LOCATION

a