rayford tcp typ p1 01 - gen-- · retaining wall 375 -379 retaining ... 385 mechanically stabilized...

INDEX OF SHEETS

(SHEET 1 OF 2)

AS SHOWN

DEC 2016

0455.008.001

2

(OMIT)

2 01/2017 CN

2

2

SHEETS ADDED/OMITTED

2

435 (SPECIAL)DETAIL INLET CURB**

BRIDGE436 - 437 LAYOUT BRIDGE CROSSINGUPRR

438 SECTION TYPICAL BRIDGE CROSSINGUPRR

439 QUANTITIES ESTIMATED CROSSINGUPRR

440 LAYOUT FOUNDATION CROSSINGUPRR

441 - 442 ELEVATION & PLAN ABUTMENT CROSSINGUPRR

443 DETAILS ABUTMENT CROSSINGUPRR

444 - 448 ELEVATION & PLAN BENT CROSSINGUPRR

449 DETAILS BENT CROSSINGUPRR

450 - 453 PLAN FRAMING CROSSINGUPRR

454 - 456 PLAN SLAB CROSSINGUPRR

457 DETAILS SLAB CROSSINGUPRR

458 DESIGN BEAM NON-STANDARD CROSSINGUPRR

459 6 DITCH DRAINAGE OVER LAYOUT BRIDGEEB

460 PLAN PHASING BRIDGEEB

461 QUANTITIES ESTIMATED BRIDGEEB

462 LAYOUT FOUNDATION WIDENING BRIDGEEB

463 - 464 ELEVATION & PLAN ABUTMENT WIDENING BRIDGEEB

465 DETAILS ABUTMENT WIDENING BRIDGEEB

466 DETAILS REMOVAL WIDENING BRIDGEEB

467 - 468 ELEVATION & PLAN BEND WIDENING BRIDGEEB

469 DETAILS BENT WIDENING BRIDGEEB

470 PLAN FRAMING WIDENING BRIDGEEB

471 PLAN SLAB WIDENING BRIDGEEB

472 - 473 DETAILS SLAB WIDENING BRIDGEEB

474 DESIGN BEAM NON-STANDARD WIDENING BRIDGEEB

475 6 DITCH DRAINAGE OVER LAYOUT BRIDGEWB

476 PLAN PHASING BRIDGEWB

477 QUANTITIES ESTIMATED WIDENING BRIDGEWB

478 PLAN FOUNDATION WIDENING BRIDGEWB

479 - 480 ELEVATION & PLAN ABUTMENT WIDENING BRIDGEWB

481 DETAILS ABUTMENT WIDENING BRIDGEWB

482 DETAILS REMOVAL WIDENING BRIDGEWB

483 - 484 ELEVATION & PLAN BENT WIDENING BRIDGEWB

485 DETAILS BENT WIDENING BRIDGEWB

486 PLAN FRAMING WIDENING BRIDGEWB

487 PLAN SLAB WIDENING BRIDGEWB

488 - 489 DETAILS SLAB WIDENING BRIDGEWB

490 DESIGN BEAM NON-STANDARD WIDENING BRIDGEWB

STANDARDSBRIDGE491 (BAS-C) PAVEMENT CONCRETE SLAB APPROACH BRIDGE*

492 BEAMS BOX CONC PRESTR DETAILS BEARING ELASTOMERIC*

(BBEB)

493 SLAB) (WITH BEAMS BOX CONC PRESTR DETAILS ANCHORAGE RAIL*

(BBRAS)

494 - 496 (BB-B20) B20) (TYPE DETAILS BEAM BOX CONCRETE PRESTRESSED*

497 - 498 (BL) DETAILS LIGHTING BRIDGE*

499 - 501 (BMCS) ASSEMBLY SIGN CLEARANCE MOUNTED BRIDGE*

502 - 503 (BRSM) DETAILS MEDIAN AND SIDEWALK RAISED BRIDGE*

504 (CP) PILING CONCRETE PRESTRESSED*

505 (CRR) DRAINS SHOULDER AND RIPRAP CONCRETE*

506 (CSAB) ABUTMENT BRIDGE BACKFILL ABUTMENT STABILIZED CEMENT*

507 - 508 (FD) DETAILS FOUNDATION COMMON*

509 (IGCS) DETAILS SLAB CONTINUOUS*

510 - 511 DETAILS I-GIRDER CONCRETE PRESTRESSED*

512 - 514 (IGEB) I-GIRDERS CONCRETE PRESTR DETAILS BEARING ELASTOMERIC*

515 - 516 (IGMS) I-GIRDERS CONCRETE PRESTR DETAILS SLAB MISCELLANEOUS*

517 SPANS I-GIRDER CONCRETE PRESTRESSED DETAILS END SLAB THICKENED*

(IGTS)

518 - 519 C) (MERB REQUIREMENTS BRACING AND ERECTION MINIMUM*

520 - 523 (PCP) DETAILS DECK PANELS CONCRETE PRESTRESSED*

524 - 526 T401) (TYPE RAIL TRAFFIC*

GENERAL1 SHEETTITLE

2 - 3 SHEETS OFINDEX

4 - 10 LAYOUTPROJECT

11 - 12 QUANTITIES ROADWAY OFSUMMARY

13 - 14 QUANTITIES DRIVEWAYS OFSUMMARY

15 QUANTITIES REMOVAL OFSUMMARY

16 QUANTITIES DRAINAGE OFSUMMARY

17 - 20A QUANTITIES TCP OFSUMMARY

21 MARKINGS PAVEMENT & SIGNING OFSUMMARY

22 - 23 QUANTITIES SIGNAL TRAFFIC OFSUMMARY

24 QUANTITIES SWPPP OFSUMMARY

25 - 31 SECTIONSTYPICAL

REMOVAL32 - 58 LAYOUTREMOVAL

59 LANE ABBEY LAYOUTREMOVAL

60 - 63 DR GENEVA LAYOUTREMOVAL

PLAN CONTROLTRAFFIC64 NARRATIVE PLAN CONTROLTRAFFIC

65 - 69 LAYOUT WARNING ADVANCE PLAN CONTROLTRAFFIC

70 - 75 OVERVIEW PLAN CONTROLTRAFFIC

76 - 78 DETAILS WORKZONE PLAN CONTROLTRAFFIC

79 - 84 1 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC

85 DR GENEVA SECTIONS TYPICAL PLAN CONTROLTRAFFIC

86 - 99 1 STEP 1 PHASE PLAN CONTROLTRAFFIC



111 4 STEP 1 PHASE PLAN CONTROLTRAFFIC












177 5 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC

178 - 180 5 PHASE PLAN CONTROLTRAFFIC

181 QUANTITIES SIGNAL TEMPORARY OFSUMMARY

182 NOTES SIGNALTEMPORARY

183 - 184 1 PHASE DR., GENEVA AT LAYOUT SIGNALTEMPORARY

185 - 186 1 PHASE OAKS, HAWTHORN/IMPERIAL E. AT LAYOUT SIGNALTEMPORARY

187 - 188 1 PHASE DR., ROSE WILD AT LAYOUT SIGNALTEMPORARY

189 - 190 1 PHASE RD., WESTFIELD ALDINE AT LAYOUT SIGNALTEMPORARY

191 - 192 1 PHASE DR., RANCH CAYNON LAYOUT SIGNALTEMPORARY

192A 1 PHASE DRIVEWAY, WALMART AT LAYOUT SIGNALTEMPORARY

STANDARDS PLAN CONTROLTRAFFIC193 - 204 -14) (BC CONSTRUCTION AND BARRICADE*

205 CONDITIONS EDGE VARIOUS FOR TREATMENT*

206 - 207 (LPCB-13) BARRIER PRECAST BARRIER CONCRETE PROFILE LOW*

208 - 209 (PCTB) BARRIER TRAFFIC CONCRETE PRECAST**

210 - 211 TC2010-09) (TWRIP PHASING INTERSECTION ROADWAY WAY TWO**

212 3050-96) (TCPTC CLOSURES BOULEVARD**

213 TC8010-2009) (CSMD DRIVES MISCELLANEOUS FOR SEQUENCE CONSTRUCTION**

214 TC8020-04) (DS SIGNING DRIVEWAY**

215 (TCP(1-2)-12) CONTROL TRAFFIC TWO-WAY ONE-LANE PLAN CONTROL TRAFFIC*

216 ROADS CONVENTIONAL MULTILANE ON CLOSURES LANE PLAN CONTROL TRAFFIC*

(TCP(1-4)-12)

217 (TCP(2-2)-12) CONTROL TRAFFIC TWO-WAY ONE-LANE PLAN CONTROL TRAFFIC*

218 (WZ(RCD)-13) DETAILS CLOSURE ROAD ZONE WORK*

219 (WZ(STPM)-13) MARKINGS PAVEMENT TERM SHORT ZONE WORK*

220 (WZ(TD)-13) DETAILS TYPICAL PLAN CONTROL TRAFFIC*

221 SIGNALS TRAFFIC FOR DETAILS CONSTRUCTION DETAILS/STANDARDS SIGNAL**

(CD/TS/WP) POLE) (WOOD

222 (VS/MD) DETAILS MOUNTING CAMERA VIVDS DETAILS/STANDARDS SIGNAL**

223 (SD/ABOD) DETAILS ORIENTATION BOLT ANCHOR DETAILS/STANDARDS SIGNAL**

223A (N)-16) (TRACC (NARROW) CUSHION CRASH HIGHWAY TRINITY*

ROADWAY224 - 230 MAP CONTROLSURVEY

231 - 234 SHEET DATAHORIZONTAL

235 - 284 EASTBOUND PROFILE & PLANROADWAY

285 - 339 WESTBOUND PROFILE & PLANROADWAY

340 - 345 ROAD ACCESS PROFILE & PLANROADWAY

346 - 349 LANE ABBEY PROFILE & PLANROADWAY

350 - 354 WESTFIELD ALDINE PROFILE & PLANROADWAY

355 - 356 DR ROSE WILD PROFILE & PLANROADWAY

357 - 368 LAYOUTSINTERSECTION

STANDARDSROADWAY369 - 370 DETAILS PAVING CONCRETE***

371 DETAILS DRIVEWAY SUBDIVISION***

372 CONSTRUCTION ROADWAY MAJOR FOR DETAILS DRIVEWAY***

373 PROJECTS 3 PRECINCT FOR DRIVEWAYS COMMERCIAL FOR DETAILS***

374 (TE(HMAC)-11) PAVEMENT HMAC DETAILS EDGE TAPERED*

WALLRETAINING375 - 379 LAYOUT WALLRETAINING

STANDARDS WALLRETAINING380 - 381 WALL RETAINING EARTH STABILIZEDMECHANICALLY

382 FOUNDATIONS RAILING TRAFFIC WALLRETAINING

383 WALL RETAINING EARTHTEMPORARY

384 WALLS RETAINING AT MEASUREMENTEARTHWORK

385 DATA DESIGN WALL RETAINING EARTH STABILIZEDMECHANICALLY

DRAINAGE386 MAP AREA DRAINAGEOVERALL

387 - 391 MAP AREADRAINAGE

392 - 393 COMPUTATIONSRUNOFF

394 - 399 COMPUTATIONSINLET

400 - 404 COMPUTATIONS SEWERSTORM

405 - 407 PROFILELATERALS

408 - 414 PROFILE & PLAN OUTFALLGENEVA

415 - 416 DETAILS BOXJUNCTION

417 (MSD) DETAILS SEWER MISCELLANEOUS**

STANDARDSDRAINAGE418 - 419 (E&BD) DIAGRAMS BACKFILL AND EXCAVATION**

420 DETAILS CONSTRUCTION SEWER STORM***

421 DETAILS MANHOLE SEWER STORM CONCRETE PRECAST***

422 CULVERTS BOX SKEW 0 FOR WINGS FLARES WITH WINGWALLS CONCRETE*

(FW-0)

423 (BCS) TREATMENTS END AND WINGS SUPPLEMENT CULVERT BOX*

424 (PJB) BOX JUNCTION PRECAST*

425 (PDD) BOX JUNCTION AND BASE PRECAST FOR DATA DESIGN*

426 (SCP-6) SPAN 6'-0" PRECAST CULVERTS BOX SINGLE*

427 (SCP-7) SPAN 7'-0" PRECAST CULVERTS BOX SINGLE*

428 (HIL-A) A TYPE INLET**

429 INLET "E" TYPE****

430 (HIL-AZ) AZ TYPE INLET**

431 (HIL-AZR) AZR TYPE INLET**

432 (HIL-C) EXTENSION) WITHOUT OR (WITH C1 TYPE INLET CURB**

433 DETAIL INLET OPENING CURB 1 MODC1

434 EXTENSION) WITHOUT OR (WITH (MOD) C1 TYPE INLET CURB**

3

01/2017 CN3 SHEET ADDED

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NO. REVISIONS DATE NAME

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RAYFORD ROAD

PRECINCT 3

MONTGOMERY COUNTY

SUMMARY OF TCP

QUANTITIES

(SHEET 1 OF 4)

AS SHOWN

DEC 2016

0455.008.001

17

***

***

*** BARRIER MOVED FROM TEMPORARY LOCATION

* BARRIER MOVED FROM A PREVIOUS PHASE/STEP

*

*

*

*

SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES

SHEET NO. STATION TO STATION

0360 6044 0400 6008 0464 6005 0479 6002 0502 6001 0508 6001 0512 6001 0545 6001 0512 6009 0512 6010 0512 6025 0545 6003

TRK)(12")

REINF)(FAST

CONC PVMT (CONT

ASPH PAVING

CUT & RESTORE

III)(24 IN)

RC PIPE (CL

INLETS

ADJUSTING

HANDLING

TRAFFIC

SIGNS AND

BARRICADES,

DETOURS

CONSTRUCTING

SLOPE)(TY 1)

INST)(SGL

PORT CTB (FUR &

CCA (INSTALL)

PROF)(TY 1)

INST)(LOW

PORT CTB (FUR &

PROF)(TY 2)

INST)(LOW

PORT CTB (FUR &

SLP)(TY 1)

(MOVE)(SGL

PORT CTB

RESET)

ATTEN (MOVE &

CRASH CUSH

SY SY LF EA MO SY LF EA LF LF LF EA

PHASE 1

STEP 1

SHEET 1 OF 14 BEG TO STA 97+00 355 30

SHEET 2 OF 14 STA 97+00 TO STA 107+00

SHEET 3 OF 14 STA 107+00 TO STA 127+00 400 861


SHEET 5 OF 14 STA 147+00 TO STA 167+00 160




SHEET 9 OF 14 STA 227+00 TO STA 247+00 506 28 244

SHEET 10 OF 14 STA 247+00 TO END

SHEET 11 OF 14 STA 02+77.80 TO STA 23+10.80 1832

SHEET 12 OF 14 STA 23+10.80 TO STA 42+69.21 1754

SHEET 13 OF 14 STA 42+69.21 TO END 1341

SHEET 14 OF 14 STA 10+00 TO STA 25+86.32

STEP 2

SHEET 1 OF 9 BEG TO STA 97+00









STEP 3SHEET 1 OF 2 STA 157+00 TO STA 177+00 49


STEP 4 SHEET 1 OF 1 STA 217+00 TO STA 227+00 49

SUBTOTAL 1674 5101 400 1 0 4303 0 0 0 0 0 0

PHASE 2

STEP 1










SHEET 10 OF 10 STA 247+00 TO END 340 100

STEP 2

SHEET 1 OF 8 BEG TO STA 97+00 147 390 1








STEP 3 SHEET 1 OF 1 STA 127+00 TO STA 147+00 66

SUBTOTAL 1466 65 0 0 0 287 1590 1 5700 180 150 1

PHASE 3STEP 1











STEP 2 SHEET 1 OF 1 STA 207+00 TO STA 227+00

SUBTOTAL 0 0 0 0 0 0 1830 1 0 0 1740 2

PHASE 4

STEP 1







STEP 2




STEP 3SHEET 1 OF 2 STA 97+00 TO STA 107+00


SUBTOTAL 0 0 0 0 0 440 0 0 0 0 3440 2

PHASE 5 STEP 1




SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0

GRAND TOTAL 3140 5166 400 1 26 5030 3420 2 5700 180 5330 5

01/2017 CN3 UPDATED QUANTITY

3

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FILE NAME:

FILE NO:

PROJECT TITLE:

SHEET DESCRIPTION:

RAYFORD ROAD

PRECINCT 3

MONTGOMERY COUNTY

*** BARRIER MOVED FROM TEMPORARY LOCATION

** BARRIED MOVED FROM A PREVIOUS PHASE & TEMPORARY LOCATION

* BARRIER MOVED FROM A PREVIOUS PHASE/STEP

SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES

SHEET NO. STATION TO STATION

PHASE 1

STEP 1











SHEET 11 OF 14 STA 02+77.80 TO STA 23+10.80

SHEET 12 OF 14 STA 23+10.80 TO STA 42+69.21

SHEET 13 OF 14 STA 42+69.21 TO END

SHEET 14 OF 14 STA 10+00 TO STA 25+86.32

STEP 2













SUBTOTAL

PHASE 2

STEP 1











STEP 2










SUBTOTAL

PHASE 3STEP 1












SUBTOTAL

PHASE 4

STEP 1







STEP 2






SUBTOTAL

PHASE 5 STEP 1




SUBTOTAL

GRAND TOTAL

0403 6001 0423 6003

SHORING

TEMPORARY SPL

(TEMP WALL)

RETAINING WALL

SF SF

0 0

1626

2874

200 2233

639

839 6733

2263

2874

195 2233

195 7370

5

5 0

0 0

1040 14104

SUMMARY OF TCP

QUANTITIES

(SHEET 4A OF 4A)

AS SHOWN

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0455.008.001

20A

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PRECINCT 3

MONTGOMERY COUNTY

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RAYFORD ROAD

LEGEND

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

I

J 4" TOPSOIL

SEEDING

6" MONO CONC CURB

8" CONC PVMT

CONC CURB MEDIAN

CONC CURB & GUTTER

6" LTS

8" D-GR HMA TY-B

4" D-GR HMA TY-B

2" D-GR HMA TY-D

PRECINCT 3

MONTGOMERY COUNTY

LICENS

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PR

OF

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O ALN

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ATE OF TEXA

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103678

CUONG NGUYEN

2.0% 2.0%

LANE

11'

LANE

11'

LANE

12'

MED

4'

LANE

12'

LANE

11'

LANE

11'

SHD

4'

SHD

4'

PROPOSED TYPICAL SECTION

80' ROADWAY (F-F)

EXI

STI

NG

R.

O.

W.

LANE

11'

LANE

11'

LANE

12'

2.0% 2.0%

*

***

84' ROADWAY (F-F)


MEDIAN

14'

LANE

12'

LANE

11'

LANE

11'

OFFSET

1'

(TYP)

[ RAYFORD RD

EXI

ST

R.

O.

W.

PR

OP

R.

O.

W.

EXI

ST

R.

O.

W.

EXI

STI

NG

R.

O.

W.

[ RAYFORD RD

GUTT

1'

OFF

(TYP)

R.O.W. VARIES

VARIES

***

VARIES

VARIES

VARIES

VARIES

4:1

** VARIES 12' TO 24'(ADDED TURN LANE)* VARIES 14' TO 2'

STA 111+61.77 TO STA 117+12.19

(SEE BRIDGE SHEETS FOR STA 100+02.19 TO STA 107+00.19)*** VARIES 80' TO 84'

* VARIES 4' TO 14'STA 107+00.19 TO STA 111+61.77STA 93+18.16 TO STA 100+02.19

PGL

D

G

H

J K

KJ

PGL

PROP EMBANKMENT

SSTR

PROP

G

D

J K

ACCESS ROAD

FOR ACCESS ROAD TYPICAL SECTIONS.

& "TYPICAL SECTIONS SHEET 6 OF 7"

SEE SHEETS "TYPICAL SECTIONS SHEET 5 0F 7"

ACCESS RD

FOR ACCESS ROAD TYPICAL SECTIONS.

& "TYPICAL SECTIONS SHEET 6 OF 7"

SEE SHEETS "TYPICAL SECTIONS SHEET 5 0F 7"

TYPICAL SECTIONS

(SHEET 3 OF 7)

AS SHOWN

DEC 2016

0455.008.001

27

END STA 111+60.30

BEGIN STA 95+27.86

PROP MSE RETAINING WALL

END STA 111+61.77

BEGIN STA 93+18.16

PROP MSE RETAINING WALL

DETAIL "A"

2.0% 2.0%

PGL

(TYP)

OFF

MEDIAN DETAIL

DETAIL "A"

1'

LIMITS OF MEDIAN

VARIES

3 01/2017 CN

3

3

MODIFIED TYPICAL SECTION/ADDED MEDIAN DETAIL

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SHEET DESCRIPTION:

RAYFORD ROAD

LEGEND

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

I

J 4" TOPSOIL

SEEDING

6" MONO CONC CURB

8" CONC PVMT

CONC CURB MEDIAN

CONC CURB & GUTTER

6" LTS

8" D-GR HMA TY-B

4" D-GR HMA TY-B

2" D-GR HMA TY-D

PRECINCT 3

MONTGOMERY COUNTY

LICENS

ED

PR

OF

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ATE OF TEXA

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103678

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[ RAYFORD RD

EXI

STI

NG

R.

O.

W.

EXI

STI

NG

R.

O.

W.

VARIES VARIES

LANE

11'

LANE

11'

EXI

STI

NG

R.

O.

W.

EXI

STI

NG

R.

O.

W.

VARIES VARIES

LANE

11'

MEDIAN

12'

LANE

11'

LANE

11'

LANE

11'

LANE

11'

LANE

11'

98' (USUAL) R.O.W.

***

MED

*

84' ROADWAY (F-F)

LANE

12'

**

R.O.W. VARIES


*


80' ROADWAY (F-F)

[ RAYFORD RD

VARIES

9'

9'

VARIES

DETAIL "A"

DETAIL "A"**

GUTT

1'

OFF

(TYP)

**

WIDENING

VAR

82' TO 78'

GUTT

1'

OFF

(TYP)

**

WIDENING

VAR*

78'

VARIES VARIES

WIDENING

VAR

WIDENING

VAR

*** VARIES 84' TO 80'** VARIES 13' TO 14.5'

* VARIES 2' TO 12'STA 117+12.19 TO STA 122+63.38

2'

12'

LANE

12'

LANE

11'

LANE

11'

(SEE BRIDGE SHEETS FOR STA 186+58.13 TO STA 187+83.12)*** VARIES 11' TO 17.5'** VARIES 11' TO 14.5

* VARIES 1' TO 12' STA 229+46.52 TO END PROJECT

STA 187+83.12 TO STA 209+78.91STA 122+63.38 TO STA 186+58.13

EB PGLWB PGL

E

A

B

EXIST 1•"-2" D-GR HMA TY-D

EXIST 12" FLEX BASE

EXIST 6" LTS

DETAIL "A"

1'

PVMTEXIST HMACSAW CUT

1'

X'

X' B

C

EA

EXIST 1•"-2" D-GR HMA TY-D

EXIST 12" FLEX BASE

EXIST 6" LTS

WB PGL A EB PGL

E

C

B

VARIES VARIES

8"

LIMITS OF PAY

LIMITS OF PAY

C

B

C

TYPICAL SECTIONS

(SHEET 4 OF 7)

AS SHOWN

DEC 2016

0455.008.001

28

II JII J

JIJI

DETAIL "B"

MEDIAN DETAIL

DETAIL "B"

LIMITS OF MEDIAN

VARIES

3 01/2017 CNMODIFIED TYPICAL SECTION/ADDED MEDIAN DETAIL

3

3

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RAYFORD ROAD

LEGEND

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

I

J 4" TOPSOIL

SEEDING

6" MONO CONC CURB

8" CONC PVMT

CONC CURB MEDIAN

CONC CURB & GUTTER

6" LTS

8" D-GR HMA TY-B

4" D-GR HMA TY-B

2" D-GR HMA TY-D

PRECINCT 3

MONTGOMERY COUNTY

LICENS

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103678

CUONG NGUYEN


PR

OP

R.

O.

W.

EXI

ST

R.

O.

W.

LANE

16'

LANE

16'

32' F-F

11.8'-13'

VARIES

VARIES

VARIES

(TYP)

OFFSET

2'

[ RAYFORD ACCESS

STA 11+41.64 TO STA 22+76.44 DETAILS)

(SEE PAVEMENT MARKINGS SHEETS FOR

BEGIN TO STA 11+41.64

EXI

STI

NG

R.

O.

W.

EXI

STI

NG

R.

O.

W.

LANE

11'

MEDIAN

12'

LANE

11'

LANE

11'

LANE

11'

LANE

11'

LANE

11'

98' (USUAL) R.O.W.

*

80' ROADWAY (F-F)**

PR

OP

R.

O.

W.

***

2.0% 2.0%


[ RAYFORD RD

9'

9'

VARIES 2'-120'

DETAIL "A"

GUTT

1'

OFF

(TYP)

70' TO 92'

*** STA 209+78.91 TO STA 218+19 ** VARIES 72' T0 94'

*VARIES 12' TO 4'STA 209+78.91 TO STA 229+46.52

D

G

H

PGL

DETAIL "A"

C

B

A

E

EB PGLWB PGLVARIES VARIES

TYPICAL SECTIONS

(SHEET 5 OF 7)

AS SHOWN

DEC 2016

0455.008.001

29

II JII J

1'

EA

B

C

4"

II JII J

3 01/2017 CNMODIFIED TYPICAL SECTION

3

1/13/17

NOTES

LEGEND

PROPOSED DRAINAGE CONSTRUCTION

EXCAVATION AND BACKFILL DETAILS.

6.REFER TO TXDOT STANDARD E&BD FOR

ADDITIONAL INFORMATION.

STEP 1 SHEETS 4,11,12, AND 13 OF 14 FOR

5.REFER TO TRAFFIC CONTROL PLAN PHASE I

DAY.

ROADWAY CONDITION BY THE END OF EACH

4.CONTRACTOR SHALL RESTORE EXISTING

DAYTIME OPERATION ONLY.

3.WORK ZONE SECTION 6 APPLIES TO

PHASES OF CONSTRUCTION.

ADEQUATE DRAINAGE DURING ALL

2.CONTRACTOR SHALL MAINTAIN

CONSTRUCTION.

GENEVA DR. FOR RECOMMENDED LIMITS OF

1.SEE WORK ZONE SECTION SHEET 1 FOR

TRAFFIC CONTROL PLAN

TYPICAL SECTIONS

GENEVA DR

AS SHOWN

DEC 2016

0455.008.001

85

3 01/2017 CNADDED CUT & RESTORE PAVEMENT LIMITS

3

12:5

6:2

0

PM

1/13/2

017

J:\

04

55.0

08.0

01\

07.0

0

CA

DD\

Rayford

Road\

03-II Traffic

Control Pla

n\

Typic

al Sectio

ns\

RA

YF

OR

D_

TC

P_

TY

P_

_P

1_

01 -

GE

N.d

gn


DATE:

CK'D BY:

SHT NO:

SCALE:

APPROVED BY:

DRAWN BY: JOB NO:

FILE NAME:

FILE NO:

PROJECT TITLE:

SHEET DESCRIPTION:

RAYFORD ROAD

PRECINCT 3

MONTGOMERY COUNTY

LICENS

ED

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TEXA

S

N

103678

CUONG NGUYEN

EXI

STI

NG

R.

O.

W.

EXI

STI

NG

R.

O.

W.

60' (USUAL) R.O.W.

[ GENEVA DR

4'

30'

30'

60'

REMOV DBL (Y)(4")(SLD)

WK ZN PAV MRK

REMOV (W)(4")(SLD)

WK ZN PAV MRK

LPCB TY1

VAR

*

LIMIT OF CONSTRUCTION AREA

BOX CULVERTPROPOSED DRAINAGE

VARIES

VARIES

PROPOSED TYPICAL SECTION PHASE 1

1'

8'

12'

LANE

10'

1'

TRENCH EXCAVATION PROTECTION

TRENCH EXCAVATION PROTECTION

**

** LIMITS OF CUT AND RESTORE PAVEMENT* REFER TO TXDOT STD TCP (1-2)-12 FOR ONE-LANE TWO-WAY TRAFFIC CONTROL

STA 2+77.80 TO END

1/13/17

3’-3"

3’-2"

3’-2"

3’-2"

(TYP)

6"

BRI

DG

E

LA

YO

UT

"H"

~

SE

E

TU

RN

S

TO

P

AN

D

BO

TT

OM

ON

E

FL

AT

AN

D

A

HA

LF

2’-6"

PI

TC

H

3"

3’-6"

3’-6"

A

S2

T

T

SECTION B-B

NTS

1’-6"1’-6"

[ GIRDER

FLOAT FINISH

LEVEL WITH WOOD

TOP OF CAP

OUTSIDE GIRDERS ONLY

X 1’-8" (SMOOTH) AT

DOWEL D ~ 1�" DIA

8"

AT [

BR

G

1�

"

MI

N

BEARING SEAT DETAIL

PLACING BEARING PAD.)

FREE OF ALL LOOSE MATERIAL BEFORE

(BEARING SURFACE MUST BE CLEAN AND

B

4’-6"

A

S1

T

T

SECTION A-A

NTS

B

1’-4"

BARS U2BARS S2 BARS Z2

(TYP)

6"

BRI

DG

E

LA

YO

UT

"H"

~

SE

E

TU

RN

S

TO

P

AN

D

BO

TT

OM

ON

E

FL

AT

AN

D

A

HA

LF

PI

TC

H

3"

3’-9"

4’-2"

3’-0"

BARS U1BARS S1 BARS Z1

(TYP)

2" CLR

(TYP)

2" CLR

NOTES

TO THE OUTSIDE OF BAR.

4. ALL REINFORCING STEEL IS DIMENSIONED

60.

3.ALL REINFORCING STEEL SHALL BE GRADE

2.CONCRETE STRENGTH F’c = 4,000 PSI.

2013 INTERIM REVISIONS; AND 2012 ERRATA.

U.S. UNITS (6TH EDITION) WITH 2012 AND

BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY

1.DESIGN ACCORDING TO 2013 AASHTO LRFD 4’-3"

3’-11"

3’-11"

* FOR CONTRACTOR INFORMATION ONLY

T1

2’-3"

BAR S SPA)

SS (MATCH

3’-10"

1’-11"

BARS SS

UPRR CROSSING

BENT DETAILS

JT

JMG

NTS

DEC 2016 MQ

0455.008.001

449

4-6BENT

QUANTITIES ESTIMATED OF TABLE*

BAR NO SIZE LENGTH WEIGHT

A 6 #11 1" -83’ 2,649

B 6 #11 1" -81’ 2,585

S 88 #5 8" -13’ 1,254

T 10 #5 9" -80’ 842

U 4 #5 8" -9’ 40

V 80 #9 3" -28’ 7,684

Z 8 #4 5" -840’ 4,491

STEELREINFORCING LBS 19,545

(BENT) CONCRETE "C"CLASS CY 91.0

3 & 2BENT

QUANTITIES ESTIMATED OF TABLE*

BAR NO SIZE LENGTH WEIGHT

A 6 #11 1" -83’ 2,649

B 6 #11 1" -81’ 2,585

S 116 #5 2" -17’ 2,077

SS 116 #5 7" -9’ 1,159

T 10 #5 9" -80’ 842

T1 5 #6 1" -83’ 624

U 4 #5 5" -11’ 48

V 112 #9 11" -27’ 10,631

Z 8 #4 0" -809’ 4,323

STEELREINFORCING LBS 24,938

(BENT) CONCRETE "C"CLASS CY 139.1

01/2017 JG3 ADJUSTED STEEL QUANTITY

3

3

10:2

7:1

1 A

M1/13/2

017

J:\

04

55.0

08.0

01\

07.0

0

CA

DD\

Rayford

Road\

08-

VII Brid

ges\

1.

UP

RR

Track

Crossin

g\

RA

YF

OR

D_

BR

G_

BD

_01.d

gn


DATE:

CK’D BY:

SHT NO:

SCALE:

APPROVED BY:

DRAWN BY: JOB NO:

FILE NAME:

FILE NO:

PROJECT TITLE:

SHEET DESCRIPTION:

RAYFORD ROAD

PRECINCT 3

MONTGOMERY COUNTY

LICENS

ED

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TEXA

S

N

116876

JONATHAN M. GRIFFIN

1/13/17

rayford tcp typ p1 01 - gen-- · retaining wall 375 -379 retaining ... 385 mechanically stabilized...

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