corpus christi port nn AWS

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0 70+0 A. 4 E ST HLIN MATC

00 470+

IDOR CORR RADE TL T N I ON FULT JOE

BEGIN PROJECT

00 465+

ROW

ANE T. L EXIS 12’ ER BUFF ROP. 8’ P E N . LA PROP 12’ ER D L SHOU ROP. 2’ P

O N L Y

O N L Y

BULK TERM INAL ENTR ANCE

455+ 00

R TAPE 350’

460+00

1+ 0 0 ROW

455+ 00

SPECIAL

460+00

RIG H T LAN E G RAIN TRU CKS O N LY

N

FU LT ON

IN TL

RO W

TR AD E

CO RR ID OR

48 2+ 00

JO E

00 475+

ROW

480 +0 0

RO W

MA TC HL IN E

ROW

ST A.

00 470+

ANE T. L EXIS 12’ ER BUFF ROP. 8’ P NE . LA PROP 12’ D L ER SHOU ROP. 2’ P

Z: \4. 0. 0. 0. 0. Engi neeri ng Operati ons\4. 2. 0. 0. 0. Proj ect Fi l es\M BI TS 539 -

0 70+0 A. 4 E ST HLIN MATC

Grant Proj ects App &

Grant M gm t -

POCCA\cad\Reference\PCCA STD. COVER SHEET. dwg 10/2/2017 11: 18 AM

ROW

ROW

LEGEND PAVEMENT WIDENING

SCALE: 1"=100’

PCCA PROJ. # THIS DOCUMENT IS RELEASED FOR

NO.

DATE

PORT OF CORPUS CHRISTI AUTHORITY

REVISION

THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF THE PORT OF CORPUS CHRISTI

PROPOSAL:

MOVING TRAFFIC FROM QUEUED LINE OF TRUCKS. PAVEMENT STRUCTURE CONSISTS OF 8" CEMENT TREATED SUBGRADE, 12" TYA GR 1 FLEX BASE, 1-COURSE UNDERSEAL, 6" TY B HOT MIX, TY D HOT MIX RIDING SURFACE. THREE EVENLY SPACED CONCRETE PADS TO ACCOMODATE TRASH RECEPTICLE AND SEASONAL PORTABLE TOILETS.

JOE FULTON INTL. TRADE

ON 10/6/17.

UTILIZE 8’ OF EXISTING 10’ EASTBOUND SHOULDER FOR A BUFFER ZONE TO SEPARATE

CORRIDOR

IT IS NOT TO BE USED FOR

MALDONADO - BURKETT INTELLIGENT TRANSPORTATION SYSTEMS, LLP

CONSTRUCTION, BIDDING,

TRUCK QUEUING LANE

OR PERMITTING PURPOSES.

3833 SOUTH STAPLES STREET SUITE N214 CORPUS CHRIST, TEXAS 78411 PH. (361) 236-4611 www.mbitsgroup.com

TBPE REG. # F-10258

PORT CORPUS CHRISTI

SCALE:

DATE:

DWN. BY:

DWG. NO. SHEET 1 OF 5

ROW

JOE FULTON INTL TRADE CORRIDOR

485+00

490+00

ROW

ROW

TRASH DISPENSER

PROP. PORTABLE TOILET

(PERMANENT) AHEAD

(TEMPORARY-SEASONAL)

D9-1bP

BY PORT

2’ PROP. SHOULDER

PAD PROP.

D9-4

8’ PROP. BUFFER

6’x10’ CONCRETE

12’ PROP. LANE

T

MATCHLINE STA. 494+00

ROW

12’ EXIST. LANE

MATCHLINE STA. 482+00

POCCA\cad\Reference\PCCA STD. COVER SHEET. dwg 10/2/2017 11: 18 AM

N

495+00

500+00

505+00

PAVEMENT WIDENING

2’ PROP. SHOULDER

LEGEND

8’ PROP. BUFFER

ROW

12’ PROP. LANE

ROW

MATCHLINE STA. 506+00

JOE FULTON INTL TRADE CORRIDOR

12’ EXIST. LANE

Grant Proj ects App &

ROW

R R

ect Fi l es\M BI TS 539 Z: \4. 0. 0. 0. 0. Engi neeri ng Operati ons\4. 2. 0. 0. 0. Proj

ROW

R R

MATCHLINE STA. 494+00

Grant M gm t -

N

SCALE: 1"=100’

PCCA PROJ. # THIS DOCUMENT IS RELEASED FOR

NO.

DATE

PORT OF CORPUS CHRISTI AUTHORITY

REVISION

THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF THE PORT OF CORPUS CHRISTI

PROPOSAL:

MOVING TRAFFIC FROM QUEUED LINE OF TRUCKS. PAVEMENT STRUCTURE CONSISTS OF 8" CEMENT TREATED SUBGRADE, 12" TYA GR 1 FLEX BASE, 1-COURSE UNDERSEAL, 6" TY B HOT MIX, TY D HOT MIX RIDING SURFACE. THREE EVENLY SPACED CONCRETE PADS TO ACCOMODATE TRASH RECEPTICLE AND SEASONAL PORTABLE TOILETS.

JOE FULTON INTL. TRADE

ON 10/6/17.

UTILIZE 8’ OF EXISTING 10’ EASTBOUND SHOULDER FOR A BUFFER ZONE TO SEPARATE

CORRIDOR

IT IS NOT TO BE USED FOR

MALDONADO - BURKETT INTELLIGENT TRANSPORTATION SYSTEMS, LLP

CONSTRUCTION, BIDDING,

TRUCK QUEUING LANE

OR PERMITTING PURPOSES.

3833 SOUTH STAPLES STREET SUITE N214 CORPUS CHRIST, TEXAS 78411 PH. (361) 236-4611 www.mbitsgroup.com

TBPE REG. # F-10258

PORT CORPUS CHRISTI

SCALE:

DATE:

DWN. BY:

DWG. NO. SHEET 2 OF 5

515+ 00

ROW

+00 510

ROW

T

MAT CHL INE

6’x10’ CONCRETE PAD ROW

PROP. TRASH DISPENSER PROP. PORTABLE TOILET (TEMPORARY-SEASONAL) BY PORT

D9-4

AHEAD

D9-1bP

2’

INE CHL MAT

E LAN ST. EXI ’ 2 1 FER BUF P. PRO ’ 8 E LAN P. PRO 12’ R E ULD SHO P. PRO

(PERMANENT) ROW

STA . 5 18+ 00

R R

R IDO ORR E C RAD L T T N I TON FUL JOE

+00 506 . A ST

POCCA\cad\Reference\PCCA STD. COVER SHEET. dwg 10/2/2017 11: 18 AM

N

PROP. 90’ CONCRETE

Grant M gm t -

PLANKING

ROW

JOE FULTON INTL TRADE CORRIDOR

520+00

525 +00

526+00

527+00

2’ PROP. SHOULDER

PAVEMENT WIDENING

8’ PROP. BUFFER

LEGEND

529+00

ROW

12’ PROP. LANE

ROW

528+00

MATCHLINE STA. 530+00

ROW

12’ EXIST. LANE

MATCHLINE STA. 518+00

Z: \4. 0. 0. 0. 0. Engi neeri ng Operati ons\4. 2. 0. 0. 0. Proj ect Fi l es\M BI TS 539 -

Grant Proj ects App &

N

530 +0

SCALE: 1"=100’

PCCA PROJ. # THIS DOCUMENT IS RELEASED FOR

NO.

DATE

PORT OF CORPUS CHRISTI AUTHORITY

REVISION

THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF THE PORT OF CORPUS CHRISTI

PROPOSAL:

MOVING TRAFFIC FROM QUEUED LINE OF TRUCKS. PAVEMENT STRUCTURE CONSISTS OF 8" CEMENT TREATED SUBGRADE, 12" TYA GR 1 FLEX BASE, 1-COURSE UNDERSEAL, 6" TY B HOT MIX, TY D HOT MIX RIDING SURFACE. THREE EVENLY SPACED CONCRETE PADS TO ACCOMODATE TRASH RECEPTICLE AND SEASONAL PORTABLE TOILETS.

JOE FULTON INTL. TRADE

ON 10/6/17.

UTILIZE 8’ OF EXISTING 10’ EASTBOUND SHOULDER FOR A BUFFER ZONE TO SEPARATE

CORRIDOR

IT IS NOT TO BE USED FOR

MALDONADO - BURKETT INTELLIGENT TRANSPORTATION SYSTEMS, LLP

CONSTRUCTION, BIDDING,

TRUCK QUEUING LANE

OR PERMITTING PURPOSES.

3833 SOUTH STAPLES STREET SUITE N214 CORPUS CHRIST, TEXAS 78411 PH. (361) 236-4611 www.mbitsgroup.com

TBPE REG. # F-10258

PORT CORPUS CHRISTI

SCALE:

DATE:

DWN. BY:

DWG. NO. SHEET 3 OF 5

ROW

JOE FULTON INTL TRADE CORRIDOR

+00

531+00

532+00

533+00

534+00

535+00

536+00

537+00

538+00

539+00

540+00

541+00

542+00

2’ PROP. SHOULDER

PAD PROP. TRASH DISPENSER AHEAD

D9-1bP

PROP. PORTABLE TOILET

(PERMANENT)

(TEMPORARY-SEASONAL) BY PORT

MATCHLINE STA. 554+00

12’ PROP. LANE

6’x10’ CONCRETE D9-4

Grant M gm t -

12’ EXIST. LANE

T

ROW

Grant Proj ects App &

JOE FULTON INTL TRADE CORRIDOR

+00 547

548+00

549+00

550+00

551+00

552+00

553+00

+00 545 W RO

2’ PROP. SHOULDER

E IN HL C T MA

8’ PROP. BUFFER

A. ST

00 2+ 54

12’ PROP. LANE

12’ EXIST. LANE

00 4+ 54

00 3+ 54

N

554+00

+00 546

00 2+ 54

Z: \4. 0. 0. 0. 0. Engi neeri ng Operati ons\4. 2. 0. 0. 0. Proj ect Fi l es\M BI TS 539 -

MATCHLINE STA. 542+00

ROW

8’ PROP. BUFFER

POCCA\cad\Reference\PCCA STD. COVER SHEET. dwg 10/2/2017 11: 18 AM

MATCHLINE STA. 530+00

N

LEGEND PAVEMENT WIDENING

SCALE: 1"=100’

PCCA PROJ. # THIS DOCUMENT IS RELEASED FOR

NO.

DATE

PORT OF CORPUS CHRISTI AUTHORITY

REVISION

THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF THE PORT OF CORPUS CHRISTI

PROPOSAL:

MOVING TRAFFIC FROM QUEUED LINE OF TRUCKS. PAVEMENT STRUCTURE CONSISTS OF 8" CEMENT TREATED SUBGRADE, 12" TYA GR 1 FLEX BASE, 1-COURSE UNDERSEAL, 6" TY B HOT MIX, TY D HOT MIX RIDING SURFACE. THREE EVENLY SPACED CONCRETE PADS TO ACCOMODATE TRASH RECEPTICLE AND SEASONAL PORTABLE TOILETS.

JOE FULTON INTL. TRADE

ON 10/6/17.

UTILIZE 8’ OF EXISTING 10’ EASTBOUND SHOULDER FOR A BUFFER ZONE TO SEPARATE

CORRIDOR

IT IS NOT TO BE USED FOR

MALDONADO - BURKETT INTELLIGENT TRANSPORTATION SYSTEMS, LLP

CONSTRUCTION, BIDDING,

TRUCK QUEUING LANE

OR PERMITTING PURPOSES.

3833 SOUTH STAPLES STREET SUITE N214 CORPUS CHRIST, TEXAS 78411 PH. (361) 236-4611 www.mbitsgroup.com

TBPE REG. # F-10258

PORT CORPUS CHRISTI

SCALE:

DATE:

DWN. BY:

DWG. NO. SHEET 4 OF 5

+00 A. 566 INE ST MATCHL

ROW

Grant M gm t -

MA TC HL IN E

554 +0 0

566+00

555 +0 0

+00 65 5

564+00 JOE FU LTON I NTL TR ADE CO RRIDOR 557 +00 558 +00

563+00 562+00 561+00 560+00

+00 559

12’ EXI ST. 8’ LAN PRO E P. BUF 12’ FER PRO P. 2’ LAN PRO E P. SHO ULD ER

556 +00

END PROJECT MATCH EXIST. PAVEMENT & PAVEMENT MARKINGS

MATCHLINE STA. 566+00

N

Grant Proj ects App & Z: \4. 0. 0. 0. 0. Engi neeri ng Operati ons\4. 2. 0. 0. 0. Proj ect Fi l es\M BI TS 539 -

RO W

ST A.

POCCA\cad\Reference\PCCA STD. COVER SHEET. dwg 10/2/2017 11: 18 AM

53 0+ 00

N

ROW

566+00

ROW

JOE FULTON INTL TRADE CORRIDOR

567+00

568+00

5 69 +00

570+00

571+00

572+00

573+00

574+00

575+00

57 +00 6

+0 578

+00 577

LEGEND PAVEMENT WIDENING

SCALE: 1"=100’

PCCA PROJ. # THIS DOCUMENT IS RELEASED FOR

NO.

DATE

PORT OF CORPUS CHRISTI AUTHORITY

REVISION

THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF THE PORT OF CORPUS CHRISTI

PROPOSAL:

MOVING TRAFFIC FROM QUEUED LINE OF TRUCKS. PAVEMENT STRUCTURE CONSISTS OF 8" CEMENT TREATED SUBGRADE, 12" TYA GR 1 FLEX BASE, 1-COURSE UNDERSEAL, 6" TY B HOT MIX, TY D HOT MIX RIDING SURFACE. THREE EVENLY SPACED CONCRETE PADS TO ACCOMODATE TRASH RECEPTICLE AND SEASONAL PORTABLE TOILETS.

JOE FULTON INTL. TRADE

ON 10/6/17.

UTILIZE 8’ OF EXISTING 10’ EASTBOUND SHOULDER FOR A BUFFER ZONE TO SEPARATE

CORRIDOR

IT IS NOT TO BE USED FOR

MALDONADO - BURKETT INTELLIGENT TRANSPORTATION SYSTEMS, LLP

CONSTRUCTION, BIDDING,

TRUCK QUEUING LANE

OR PERMITTING PURPOSES.

3833 SOUTH STAPLES STREET SUITE N214 CORPUS CHRIST, TEXAS 78411 PH. (361) 236-4611 www.mbitsgroup.com

TBPE REG. # F-10258

PORT CORPUS CHRISTI

SCALE:

DATE:

DWN. BY:

DWG. NO. SHEET 5 OF 5

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